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1997 Remedial Action Plan Foster St Abandoned Plating Site MERA ID 330016
v Document: 1997 Remedial Action Plan Foster St. Abandoned Plating Site M ERA ID 330016 m 0 -gam �o y- ;�-5T REMEDIAL ACTION PLAN FOSTER STREET ABANDONED PLATING SITE LANSING, MICHIGAN MERA ID # 330016 PREPARED FOR: MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY ENVIRONMENTAL RESPONSE DIVISION LOE CONTRACT NO.9488 SEG PROJECT NO. 9441-4848-50 plioll I ��IIII►' �I�IIII►� VIIIIII �III�Di� JANUARY 1997 • is REMEDIAL ACTION PLAN FOSTER STREET ABANDONED PLATING SITE LANSING, MICHIGAN MERA ID # 330016 Prepared For: Michigan Department of Environmental Quality Environmental Response Division Prepared By: Snell Environmental Group, Inc. 1120 May Street Lansing, Michigan 48906 LOE Contract No. 9488 SEG Project No. 9441-4848-50 JANUARY 1997 A, 1997 E • TABLE OF CONTENTS PAGE NO. 1.0 INTRODUCTION ......................................... 1-1 1.1 Objectives of the Remedial Action Plan (RAP) ................. 1-1 1.2 Scope of Work ....................................... 1-2 1.3 Work Plan Outline ............................. . ....... 1-2 2.0 PROJECT BACKGROUND ................................... 2-1 2.1 Site Location ........................................ 2-1 2.2 Project History ....................................... 2-1 3.0 PROJECT PLANNING ...................................... 3-1 3.1 Planning Meetings .................................... 3-1 3.2 Site Visit ........................................... 3-1 3.3 Administrative Tasks ................................... 3-1 4.0 SITE DESIGN (TASKS 1-4)................................... 4-1 4.1 Review of Past Work (Task 1) ............................. 4-1 4.2 Selective Site Survey (Task 2) ............................. 4-1 4.3 Design and Specification Standards for Well and Drain Tile Abandonment (Task 3)........................................... 4-1 4.3.1 Monitoring Well Abandonment ....................... 4-1 4.3.2 Drain Tile Abandonment ............................ 4-1 4.4 Design and Specifications for Excavation and Capping (Task 4) ....... 4-2 4.4.1 Excavation ..................................... 4-2 4.4.2 Capping ....................................... 4-2 4.4.3 Grading ..................................... 4-2 4.4.4 Stormwater Management/Soil Erosion and Sedimentation Control (SESC)............................................ 4-3 4.5 Construction Drawings and Specifications ..................... 4-3 5.0 PREPARE BID PACKAGE AND SOLICIT BIDS (TASK 5) .............. 5-1 5.1 Pre -bid Activities ..................................... .5-1 5.2 Bid Evaluation and Recommendation ......................... 5-1 6.0 CONSTRUCTION OVERSIGHT ............................... 6-1 7.0 DATA RECORDING AND STORAGE ........................... 7-1 8.0 QUALITY ASSURANCE PROJECT PLAN ........................ 8-1 8.1 Introduction ......................................... 8-1 • 8.1.1 Purpose ....................................... 8-1 8.1.2 Scope ..... 8-1 8.2 Quality Assurance Objectives for Data Measurement .............. 8-2 8.3 Calibration Procedures and Frequency ........................ 8-2 8.3.1 Calibration of Field Instruments ....................... 8-2 8.4 Data Reduction, Validation and Reporting ..................... 8-2 9.0 HEALTH AND SAFETY PLAN ................................ 9-1 10.0 PROJECT MANAGEMENT .................................. 10-1 10.1 Project Organization and Key Personnel ...................... 10-1 10.2 Project Management Reports .............. :.. 10-1 10.3 Schedule ........................................... 10-1 10.4 Personnel Labor Requirement ............................. 10-2 11.0 PROGRESS REPORTS TO MANAGEMENT ....................... 11-1 List of Appendices Appendix A Work Plan Scope Appendix B List of Received Documents Appendix C Standard Field Forms Appendix D Health and Safety Plan Appendix E Resumes of Key Personnel lu SECTION 1 INTRODUCTION • Foster Street Plating Site Remedial Action Plan Section 1 - Revision U January 1997 1.0 INTRODUCTION 1.1 Objectives of the Remedial Action Plan (RAP) The Michigan Department of Environmental Quality (MDEQ) Environmental Response Division (ERD) has retained Snell Environmental Group, Inc. (SEG) under their Level of Effort (LOE) contract to provide professional engineering services to design an exposure barrier to mitigate public health and environmental hazards posed by contaminated soils at the Foster Street Abandoned Plating Site (Site ID # 330016) in the City of Lansing, .Ingham County, Michigan. This Remedial Action Plan (RAP) will serve as a planning and guidance document ( Work Plan) detailing the scope of work to be performed during the project and as the document for the public notification process required under section 20d of part 201 (Environmental Remediation) of the Michigan Natural Resources and Environmental Protection Act (NREPA), PA 451 of 1994. Development of this RAP was based upon the August 1996 Remedial Alternatives Evaluation for the Foster Street Abandoned Plating Site prepared by ABB Environmental Services of Farmington • Hills, Michigan. SEG has prepared this RAP to achieve the following objectives which were outlined in the scope of work developed during the Kick-off meeting with MDEQ and subsequent site visit on November 7, 1996. These objectives are as follows: 1. Provide design plans and specifications to construct an earthen cap over soils at the site known to be contaminated with metals. 2. Provide engineering guidelines to evaluate and abandon one damaged monitoring well and a drain tile which is known to traverse at least part of the site. 3. Solicit bids from contractors to complete the work in objectives 1 and 2 above, and make a recommendation for the award of contract. 4. Provide a scope of work and a preliminary budget for a construction oversight work plan for the implementation of the remedial action. In addition to the four (4) objectives stated above which will be performed by SEG, the RAP also includes a Qroundwater monitoring plan which will be implemented by the MDEQ. The monitoring plan will consist of the following components: 1) Four of the existing monitor wells on the site, MW-3, MW-7, MW-8 and MW-11, will 1-1 • L-1 Foster Street Plating Site Remedial Action Plan Section 1 - Revision 0 January 1997 be monitored each year in May. Each well will be bailed and sampled using standard protocols. Static water levels will be recorded to establish groundwater flow direction. 2) The groundwater samples will be analyzed for the following dissolved metals: arsenic, barium, chromium and zinc. 3) If the levels of contaminants in groundwater exceed the appropriate criteria, further investigation will be undertaken to determine if contaminants are leaving the site. If contaminants are determined to be leaving the site, other measures to control them will be evaluated for implementation. 4) After five years of monitoring, all of the data will be evaluated to determine future groundwater monitoring needs. The monitoring concentrations is program may be discontinued if a decreasing trend in contaminantindicated. 1.2 Scope of Work The scope of work provided by SEG and included in Appendix A includes: Task 1 Review of Past Work Task 2 Selective Site Survey Task 3 Evaluation, Design and Specification Standards for Well and Drain Tile Abandonment Task 4 Design and Specification Standards for Excavating and Capping Site Task 5 Prepare bid package and solicit bids Task 6 Construction Oversight Proposal 1.3 Work Plan Outline The work plan has been divided into multiple sections: Section 1 introduces the project and scope of work various tasks. 1-2 I Foster Street Platin- Site Remedial Action Plan Section I - Revision 0 January 1997 Section 2 provides background information on the project. Section 3 highlights the project planning. Section 4 incorporates tasks 1 through 4: review of past work, selective site survey, design and specification for well and drain tile abandonment, and design and specification for excavation and capping of contaminated areas at the site. Section 5 discusses pre -bid activities, bid evaluation, and bid recommendation (Task 5). Section 6 defines Construction Oversight Proposal (Task 6). Section 7 details data recording and storage. Section 8 discusses the Quality Assurance Project Plan. Section 9 reviews the Health and Safety Plan. Section 10 specifies project management, project management reports, schedule, labor and personnel requirements. Section 11 provides estimated costs for implementing the work plan. 1-3 • SECTION 2 PROJECT BACKGROUND • Uj Foster Street Plating Site Remedial Action Plan Section 1 - Revision 0 January 1997 • Foster Street Plating Site Remedial Action Plan Section 2 - Revision 0 December 1996 2.0 PROJECT BACKGROUND 2.1 Site Location The Foster Street Abandoned Plating Site is located in Section 23, Township 4 North, Range 2 West, City of Lansing, Ingham County, Michigan. Figure 2-1 shows the site location. The site is situated at the southern end of Foster Street. It is a 1.6 acre parcel surrounding the cul-de-sac at the end of Foster Street. It* is bounded by residences on the north and west, interstate I-496 right of way on the south, and Francis Avenue to the east. Figure 2-2 shows the existing site layout. Major site features consist of the I-496 embankment to the south, and 2 shallow depressions located south and east of the cul-de-sac. Vegetative cover consists of small and large trees and brush. There are no designated vehicle entrances to the site. 2.2 Project History According to documentation received by 'the MDEQ, the majority of the project area is undeveloped property owned by the City of Lansing and is designated as a neighborhood park. The rest of the area is owned by the State of Michigan and is the former site of a metal plating facility. The metal plating facility was demolished and removed in 1983. In 1984, the MDEQ (formerly known as the MDNR) identified the presence of contaminated soil at the former facility location. In 1985, approximately 150 cubic yards of surface soil was excavated from the site for off -site disposal. In 1991 and 1992, the environmental consulting firm of Roy F. Weston, Inc. was hired by MDEQ to conduct a preliminary remedial investigation to assess the nature and extent of contamination in the groundwater and soil. It was determined that there was a presence of arsenic at concentrations above applicable cleanup criteria in the soil and groundwater, but the nature and extent was not fully delineated. In 1994, under contract of the MDEQ, the environmental consulting firm of ABB Environmental Services of Michigan, Inc. performed additional evaluation of the contaminants for the purpose of developing and evaluating potential remedial alternatives for the protection of human health and environment. This evaluation was completed in August, 1996. • 2-1 ,:1 0Z OCR .�,H i ,AGIC mac.;}• iS i-RI1S F.LI � � `���j -. I _`�•_ I i I i V•� I O HEAS' 'iLH— orl C K'Nl Y _1. ..._'!-•I '- i i i t I I !0'!lcc :Gi' SR I I I I C? I I D i_�_�� +_;-.L Ed! Wlit c .sS I 1 1 ! 7�=' N PEARL GRi RY r_nPl- _ I. USER . mI - 77LL01 GLINN z J `' a. 1 i Ni!P'r GR uNU! RIVER PEft50N w MAPLE ii ! PORTER > _ c y — -c•1-l' ! T `-' I DALEFOHD LAPEER ¢ w MANC _;El LZE Uj N LAKEr PD. it I r 1 r WAY I WIti nNO qi y GRGE&OLCK� i _.'_-;.-+• \itffii: i �LYMAN ~ jII N Ic I I -OAK � I EllTV OL I 3 J ORMONDSHE�� ! CONGRON ESS GRAND RIVER I i MICHIGAN I I I FE NW1 co ! MINE I I�I11!E I I lLA SALIFi u. I i i i l l l ILAs I K L) I: U GRAY W±lL1hN � 1 HAZEL ❑ } HA'E1. 1 j -F- i ! • PAkrvE± I I � _ md r "'i( �ti r i BAKrF. p lA :NJ6_L!N WOODLAWN C IY PHz i" . _ _ r :(:ANCC � �— ! � T �. c•ARCI:N _ A fir r� I Akh'. I I -1 •Y✓f'LL._r I - PARi, �- 4-I "±__-E _ ' I I 1 ,•! �i _.. ---__�.._.�.._y. IPi NG� J 7)'I;� ' -_-_-F--'f--�}— t I �,! ! I + i — �-- r-f� a�- _..-r.•_,.-1�! i �I `�I JI r• I �I I J,C Iof I vl c nn m! r+l tr ! S, �3. -d! I7 [ yoH, t I I i i i URENQF - , ! I IyIIN±Iul�lll MICHIGAN DEPARTMENT OF pENVIRONMENTAL SCALE NTS 1l11'l,;'i"""lillliGRouP, wc.ENVIRONMENTAL QUALITY SITE LOCATIONENONEERND A E 1ECT REMEDIAL ACTION PLAN FOR THE FOSTER MAP /� 1120E MAY STREET' ANSI G, MI 48906-5599 FIG 2-1 TELEPHONE 517 374-8800 •FAX 527374-7390 STREET ABANDONED PLATING SITE N f I ' L_ f gRO�N S � E I I 713 SITE BOUNDARY ( Z ---� — c , A QJ I r o Q 1 o- - - --- - -1-- oi `erstn9 °e o er�� I — 496 LEGEM 0 20 40 so 120 Site Boundary Existing Contour SCALE W FEET 0 Trees shown on this map aro troea whkh have bean determined by MDEQ to be in good condition and worthy of saving, if feasible. ju ,I;ii i!!' 411 if rl,r. illl R SNELL MICHIGAAN DEPARTMENT OF gC� �g ENVIRONMENTAL ENVIRONMENTAL QUALITY 1 i'„ GROUP, INC. ns owrwr SRE MAP !E:uEi9:! �.L � • sow • AMnxs REMEDIAL ACTION PLAN FOR THE FOSTER FIG 2-2 WO WAY STREET • LANSK W 4M6-55" mVM (517)374-6800 • FAX (527374,ana STREET ABANDONED PLATING SITE • SECTION 3 PROJECT PLANNING s 0 .• 3.0 PROJECT PLANNRiG Foster Street Plating Site Remedial Action Plan Section 3 - Revision 0 January 1997 3.1 Planning Meetings Planning meetings and/or verbal communications, with MDEQ staff, will be conducted periodically to update all parties involved about the work schedule, progress of the project, potential difficulties and/or concerns, agenda and technical approach for the next portion or task of the project. : 3.2 Site Visit During the initial stages of the Work Plan development, a joint site visit by SEG and MDEQ staff was conducted to help familiarize SEG with existing site condition and anticipated corrective actions proposed. Additional site visits may be necessary during the execution of the Work Plan. 3.3 Administrative Tasks • SEG will preform the necessary reporting, cost tracking and scheduling tasks during the implementation of the work plan. 3-1 • SECTION 4 SITE DESIGN (TASKS 1-4) • • • Foster Street Platine Site Remedial Action Plan Section 4- Revision 0 January 1997 4.0 SITE DESIGN (TASKS 1-4) 4.1 Review of Past Work (Task 1) Existing reports and drawings will be reviewed to determine the availability of information needed to develop design plans and specifications for the proposed remedial work. Electronic files, provided by MDEQ staff, of existing site drawings will be utilized to develop design drawings. 4.2 Selective Site Survey (Task 2) In order to provide proper drainage and the restoration of certain areas to their existing condition, additional survey information will be recommended to achieve the intent of the design and help minimize future problems. The following survey information will be required to complete the site design. SEG will utilize MDEQ vertical and horizontal controls, after verification, to obtain the following: 1. Define top of curb elevation along Foster Avenue cul-de-sac to help define drainage constraints for design purposes. 2. Obtain vertical elevations of the contaminated area to be excavated and replaced in the southeast corner of the site to provide proper restoration and eliminate future ponding at the site. 3. Conduct selective elevation survey of potential drainage concern areas prior to initiation of design. 4. Locate and stake out damaged tile drain. 4.3 Design and Specification Standards for Well and Drain Tile Abandonment (Task 3) 4.3.1 Monitoring Well Abandonment SEG will evaluate the condition of damaged well no. 5 and provide Details and specifications for all wells recommended for abandonment. 4.3.2 Drain Tile Abandonment SEG will assist MDEQ staff in locating the broken drain tile traversing the site and help define i the extent of the section to be abandoned. Based on the available information, details and 4-1 Foster Street Platin_ Site Remedial Action Plan Section 4- Revision 0 January 1997 specifications will be developed for the proper abandonment and/or repair of the damaged drain tile. 4.4 Design and Specifications for Excavation and Capping (Task 4) 4.4.1 Excavation Plans and specifications will be developed to show the areas to be excavated for the purpose of providing an exposure barrier to contaminated soils, all of which will be left on site. No contaminated soils will be disposed off site. Contaminated soils from topographically high areas will be moved to topographically low areas and will be covered by a clay cap as outlined in the August 1996 Remedial Alternatives Evaluation for the Foster Street Abandoned Plating Site prepared by ABB Environmental Services, Inc. of Farmington Hills, Michigan. Verification sampling for contaminated soils which are moved onsite in order to establish a suitable grade for storm water runoff will be conducted according to the MDNR Guidance Document, April 1994 (VSR). Based upon the results of these analyses, additional excavation and movement of contaminated soils, and subsequent verification sampling may be necessary. 0 4.4.2 Capping Establish an earthen cap with a clay layer which is as thick as possible up to a maximum of eighteen (18) inches. The clay portion of the cap must be at a minimum six (6) inches thick everywhere. The clay portion .of the cap will be topped by six (6) inches of topsoil upon which turf cover will be established which will resist damage from flooding. The Earthen cap must be graded to provide proper drainage at the site to channel storm water runoff to catch basins in the Foster street cul-de-sac. The City of Lansing has committed to the installation of two (2) catch basins within the Foster street cul-de-sac which will be connected to storm drain outlets by July 15, 1997. Compaction of the clay portion of the earthen cap will be limited to the extent needed to prevent settling. Compaction of the clay portion of the cap to landfill cap specifications has been deemed unnecessary by the MDEQ. 4.4.3 Grading A grading plan will be devised based on the cap cross-section, slope stability, constructibility, soil erosion susceptibility and cost. The grading plan will be approved by MDEQ prior to finalizing 4-2 Foster Street Plating Site Remedial Action Plan Section 4- Revision 0 January 1997 the design. Cross sections, contouring (1' intervals), and cut and fill calculations will be provided. SEG will also coordinate with City of Lansing Forester and with Michigan State University Forestry experts to preserve as many trees on site as possible. SEG will assist MDEQ in incorporating the soil washing technique being formulated by Michigan State University experts and MDEQ staff to remove contaminated soils from the roots of trees along the perimeter of the caps which are deemed worthy of saving. SEG will also coordinate the replanting of trees at the site with City of Lansing Forester. 4.4.4 Storm water Management/Soil Erosion and Sedimentation Control (SESC) Based on the evaluation of the existing topography, a stormwater management/soil erosion and sedimentation control (SESC) plan will be submitted to MDEQ for approval. SEG will assist MDEQ in obtaining soil erosion control permit from the City of Lansing if required. The plan will be consistent with all local, state , and federal regulations. Upon approval, all necessary design and specifications to implement the plan will be devised. The plan will include at a minimum controls to prevent offsite transmittal of sediments through runoff and wind erosion. 4.5 Construction Drawings and Specifications All of the elements described in Task 1 through 4 will be incorporated into a design package. This package will include a set of specifications and construction drawings with all necessary grading plans, survey information, quantities, cross sections, details, and general instructions to the Contractor for public bidding. The MDEQ will be supplied with 1 reproducible set of construction drawings and specifications, for copying, of the final version. A computer disk(s) will also be supplied for the final version of the construction drawings and specifications. 4-3 11 • SECTION 5 PREPARE BID PACKAGE AND SOLICIT BIDS (TASK 5) i, 1 Foster Street Platine Site Remedial Action Plan Section 5 - Revision 0 January 1997 5.0 PREPARE BID PACKAGE AND SOLICIT BIDS (TASK 5) 5.1 Pre -bid Activities SEG will prepare bid specifications package, attend pre -bid meeting, develop contract addendums, and distribute plans and specifications. 5.2 Bid Evaluation and Recommendation SEG will review the qualifications of the bidding contractors, evaluate the received bids and make an award recommendation of the qualified low bid contractor to perform the work. SEG will attend a pre -award meeting to review the contractors qualifications and understanding of the project. SEG will also be available to provide technical support as needed during the process. • r '9' • SECTION 6 CONSTRUCTION OVERSIGHT PROPOSAL (TASK 6) Foster Street Platine Site Remedial Action Plan Section 6 - Revision 0 January 1997 6.0 CONSTRUCTION OVERSIGHT Construction oversight will be a part of a separate contract order. SEG will submit a scope of work and a preliminary budget for construction oversight during the bidletting process in order to allow MDEQ staff the time for review and approval prior to the start of construction and they will include the following items: • Preconstruction Meeting • Submittal • Construction Oversight/Observation • Quality Assurance Testing • Biweekly Project Meetings • Final Report • Administrative Tasks - ;, • SECTION 7 DATA RECORDING AND STORAGE 0 I • ,7 Foster Street Plating Site Remedial Action Plan Section 7 - Revision 0 January 1997 7.0 DATA RECORDING AND STORAGE The purpose of document control is to assure that all documents for the project are accounted for upon project completion. Accountable documents include log books, field equipment calibration records, data records, field forms, correspondence, sample tags, graphs, figures, chain of custody records, and photographs. All field staff and equipment operators/maintainers will keep detailed records of inspection, investigation, photographs taken, and review notes. These documents will be stored in the project files. The Standard field forms are located in Appendix C. Data generated during• site and office activities will be maintained in a central file at SEG, Inc. The project file will include a hard copy of all project related paperwork, communication, documents and reports. 7-1 SECTION 8 QUALITY ASSURANCE PROJECT PLAN 171 r: 4 r • Foster Street Platin_ Site Remedial action Plan Section 3 - Revision 0 lanuan, 1997 8.0 QUALITY ASSURANCE PROJECT PLAN The Quality Assurance Project Plan (QAPP) for this project will fulfill MDEQ requirements. The document will refer to or include site -specific details on sampling techniques, field testing, chain of custody, sample handling, shipping, record keeping and documentation. The QAPP is as follows: 8.1 Introduction This Quality Assurance Project Plan (QAPP) will serve as a guidance document detailing the Quality Assurance/Quality Control (QA/QC) measures to be adhered to while conducting this project. 8.1.1 Purpose The purpose of the QAPP is to produce reliable data which will be generated throughout the study by: • Validating data obtained • Providing mechanisms for ongoing control of data quality • Evaluating data quality in terms of precision, accuracy, reproducibility and data capture (recovery), and • Providing usable, quantitative data for analysis, interpretation and decision -making 8.1.2 Scope The following sections describe QAPP methods utilized to enhance data quality during the performance evaluation of soil sampling at the project site. The QA/QC procedures to be used for field operations and laboratory analysis are summarized below: Field QA/QC methods include: • Sample Custody (sample documentation, logging, and shipment) • Field Measures of QA/QC • Field Sampling Procedures • Standard Operating Procedures (SOPS) for field equipment calibration, operation, and maintenance 8-1 Foster Street Plating Site Remedial Action Plan Section 8 - Revision 0 January 1997 8.2 Quality Assurance Objectives for Data Measurement The overall QA objective is to develop and implement procedures for field sampling, investigation and reporting that will provide accurate data and document quality. Data quality objectives (DQO) for the measurement of data in terms of precision, accuracy, -, representation, completeness, and comparability (PARCC) are established to ensure data collection is sufficient and of adequate quality for its intended use. Data collected and analyzed in conformance with the DQO process described in the QAPP will be used in assessing the uncertainty associated with any decisions related to a site. Specific objectives relative to this project include those established to characterize and evaluate soil quality. Details are discussed in the subsequent sections. 8.3 Calibration Procedures and Frequency 8.3.1 Calibration of Field Instruments Calibration of field instruments will be performed according to the procedures specified by the manufacturer's instrument operation manual. Instrument operation manuals and all necessary accessories and/or solutions to perform the calibration will be furnished with each instrument. Prior to their use, the instruments will be inspected and calibrated daily by the field technician. Calibration checks will be documented on the appropriate field sampling form and in the site log book. 8.4 Data Reduction, Validation and Reporting r Data reduction, evaluation and reporting of those samples analyzed by the DLZ laboratory will be completed in accordance with MDEQ standard operating procedures and ASTM Standards. Data reduction is the process which takes the raw data generated by the different instrumentation, both in the laboratory and in the field, and converts these data into a usable form. ` The laboratory will supply the consultant with a data package including the analytical results. SEG will then review the package and validate the results with respect to the project objectives. i g_2 gap • SECTION 9 HEALTH AND SAFETY PLAN 0 t • ..i r x r J L ?S Foster Street Plating Site Remedial Action Plan Section 10 - Revision 0 January 1997 9.0 HEALTH RIND SAFETY PLAN A Health and Safety Plan (HASP) provides guidelines and procedures to protect the health and safety of personnel conducting field activities. A copy of the site specific HASP is presented in Appendix D. The plan has been developed based on requirements contained in the following regulations and guidance documents: • 29 CFR 1910.120: Safety and Health Regulations for General Industry, Occupational Safety and Health Administration (OSHA), as amended December 1986. • Standard Operating Safety Guides, U.S. Environmental Protection Agency (EPA), 1992. • Occupation Safety and Health Guidance Manual for Hazardous Waste Site Activities, National Institute of Occupational Safety and Health Administration (NIOSHA), Publication No. 85-115, October 1985. This plan is based on information available to date and is subject to revision as new data and information on potential health and safety hazards at the site become available. 9-1 r .• SECTION 10 PROJECT MANAGEMENT • Foster Street Platine Site Remedial Action Plan Section 10 - Revision 0 Januan, 1997 10.0 PROJECT MANAGEMENT 10.1 Project Organization and Key Personnel If the MDEQ approves SEG to implement this work plan, the following project organization and key personnel will be used. Overall organization and personnel for the project are depicted in Figure 10-1. All lines of communication, management activities, and technical direction within the project team will follow this organization and arrangement. Directions/communications from the MDEQ Project Manager, Mr. Wayne Morse, to SEG will be directed through the Project Director or the Site Manager depending on the nature of the subject matter. MDEQ Project Manager will be updated weekly of the week's activities by telephone from the Site Manager. Any proposed changes in personnel of the project team will be subject to the approval of MDEQ Project Manager. • Mr. Dayal Saran will serve as SEG Project Director for the project. Mr. Samir Matta will serve as the Site Manager. Engineering services will be provided under the direction of Mr. Samir Matta and geological services will be provided under the direction of Mr. Tom Pavlik. Technical review will be performed by Mr. Scott Lidgard. Supporting staff from our environmental group pool, which includes geologists, engineers and chemists, will be available on an as needed basis. Resumes of key personnel are included in Appendix E. 10.2 Project Management Reports During field activities, a weekly summary report will be prepared and submitted to the MDEQ Project Manager. The report will include details of the field activities during the week, problems which were encountered and if the field work schedule is being met. During the time period when there is no field activity, a monthly summary report will be prepared. The report will indicate office activities which have occurred, such as file/report review, report writing and modeling. 10.3 Schedule Provided in Table 10-1 is the anticipated schedule for the proposed work. The work V 10-1 r� U _• Foster Street Plating Site Remedial Action Plan Section 10 - Revision 0 January 1997 schedule is based on a general starting date of January 15, 1997, which allows for revisions to the Work Plan schedule based on the issuance of the contract number by MDEQ. 10.4 Personnel Labor Requirement Estimated personnel requirements for the preparation of the Work Plan, the cost of the work plan and the cost to implement the work plan are attached. 10-2 S • FIGURE 10-1 ORGANIZATION AND PERSONNEL REMEDIAL ACTION PLAN FOR THE FOSTER STREET ABANDONED PLATING SITE MDEQ PROJECT MANAGER . WAYNE MORSE PROJECT DIRECTOR DAYAL SARAN, P.E. TECHNICAL QA/QC SCOTT LIDGARD, P.E. SITE: MANAGER SAMIR MATTA, P.E. • TECHNICAL.TEAM GEOLOGICAL SERVICES:;;::..:.:.: MICHAEL TUCKEY, Ph.D. THOMAS PAVLIK, C.P.G. AS -NEEDED STAFF 'FIELD SERVICES WILLIAM POWELL DUANE WARD TECHNICIANS AS -ASSIGNED ENGINEERING ' SAMIR MATTA, P.E. CHRISTOPHER RYBAK, E.I.T. RONALD LACASSE, E.I.T. WILLIAM POWELL • SURVEYING SCOTT KOCH DONALD TIETSEMA TABLE 10-1: PROJECT SCHEDULE & DELIVERABLES - REVISION 0 FOSTER STREET ABANDONED PLATING SITE Description December 196 Janu ary uary 1997 February 1997 March 1997 April 1997 May 1997 June 1997 July 1997 Work Plan Development q, cask I - Review of Past Work MAI Task 2 - Selective Site Survey K I I I I I I I I I I I I I Task 3 - Design and Specification of Well & Drain Tile Abandonment XV Task 4 - Design and Specification of Soil Excavation and Ca in PON Task 5 - Prepare Bid Package and Solicit Bids Bid Evaluation & Recommendation Task 6 - Pre are Construction Work Plan Project Activity Deliverable O MDEQ Review COSTS1 W132 ESTIMATED LABOR HOURS AND TOTAL PROJECT COST FOSTER STREET ABANDONED PLATING SITE Class Rate Work Plan Hours Work Plan Cost Task 1 Task 2 Task 3 Task 4 Task 5 Task 6 Total flours Total Cost Review Hours Review Cost Survey Hours Survey Cost Well Main Hours Well &Drain Cost Cap Hours Cap Cost Bid Hours Bid Cost Construction scope of work Hours Construction scope of work Cost P-4 $43,00 12 $516.00 4 $172.00 0 $0.00 6 $258.00 6 $258A0 4 $172.00 2 $86.00 34 $1.46200 P-3 $26.40 44 $1,161.60 10 $264.00 4 $105.60 24 $63360 46 $1.214.40 30 $792.00 12 $316,80 170 $4,48800 P-2 $22.50 0 $0.00 0 $0.00 0 $0.00 4 1 $90 00 6 1 $135.00 0 1 $0.00 0 $0 DO 10 $225 00 P-1 $17.00 60 $1,020M 24 $408.00 12 $204,00 56 $95200 128 $2.176,00 100 $1.700.00 20 $34000 400 _- $G•80000 T-2 $16 80 0 $0.00 4 $67.20 12 $201.60 0 _ Moo 4 $67.20 0 $0.00 0 $0 00 20 $336 00 T-1 $13 50 10 $135,00 8 $108 00 26 $351,00 12 $162 00 60 $810 00 30 $405 00 10 $135.00 156 $2.106 00 CI. $1250 16 S200.00 4 $50.00 0 Woo 24 $300(XI 24 $30000 16 -$2(X)00 _10 $125(B) U4 $1.1%51N) Total 142 $3,032.60 54 $1,069.20 54 $862.20 126 $2.395.60 $$44t.96060 too $3,269.00 54 $1.002,00 884 $16.59200 Overhead 175.7 6 3+ '. ' 5 fr �a� �i 8r` iii 1274 _' 3 #zz? . t' � m " t ' i :let^^ t d* jr3 li $29,152 14 Fee t o% t . •' q n 1', M�C s�,(i�x +.-f I+f3ni•c, t.��;� r.f,�t tt'p2 i tS"C szK}`i`�y'7L;i. y K;•ar )PI a, •*^.r. tt - T L $4.574.41 TOTAL r 4 �- i'nt.,.t c�',,'St%,* gg -.`�x"t�`�� �3z ,dt�a� �.1•fs :'r ti .a a w. d to }�,��� t. b •. ,"�" 4'C-_ t a. F � €• �. tyr ' "'�x .4,� �' � �'�' ,# ?±�,.� �h .��. +.,.�yaw a.:. ,sa.#-a,ir�?', �p ,!:�: c+a..8; �i7: �x f� +iv,. �1: ( `SC vr''a•:'i .�. +. „.'rL•-xu«..c 2���+,H: .1s.f. > ,?�;'�?;: n-Y' ��ri - c E50,318.56 TOTAL LABOR COST $50,31856 TOTAL DIRECT COST $53.72 TOTAL PROJECT COST $50,372.28 COSTSI VJ92 • ESTIMATED DIRECT COSTS FOSTER STREET ABANDONED PLATING SITE Description Item Unit Total Units Unit Cost Total Cost Round Trip To Site From SEG Mileage 5 miles 20 $0.31 $31.00 Per Diem Food 1 day 0 $27.50 $0.00 Per Diem Lunch 1 lunch 0 $7.25 $0.00 Per Diem Lodging 1 day 0 $53.00 $0.00 Const. Vehicle (1/2 ton 4WD) Mileage 5 miles 0 $0.446 $0.00 Survey Vehicle (1/2 ton 4WD) Mileage 5 miles 8 $0.446 $.17.84 Total y D •7� F. �iN;y3'W'SR.�YR �f �s�'�`E 2 3. .J: ,dL 4 :lA_L x� d �I 3ti,d�ii1 l�+" . eS.:�..,+.�.-2 $48.84 o Fee 10% M-^ R 'q 1�+6�« 5�4k,S�Y�°Gfi'` Tv '14 f}ki E � �� � x ,� � � , � � i�_°.�iids:.z�",.�ty��. $ 4.88 TOTAL REIMBURSEABLES `� i ji`s..:✓t'�kij "i�"T��A #1:T �t�Sy%x�; iq�.? g{ $53.72 COSTS1.WB2 SECTION 11 PROGRESS REPORTS TO MANAGEMENT . i i I • 11.0 PROGRESS REPORTS TO MANAGEMENT Foster Street Plating Site Remedial Action Plan Section 11 - Revision 0 December, 1996 For the duration of the project, sampling reports will be prepared by the Site Manager and submitted to the MDEQ Project Manager or designee. During field activities, a weekly summary report will be prepared. During non -field activities, a monthly update report will be prepared. These reports will serve to inform the Department of the project's progress and any significant interim findings as they are identified. This will make it possible for issues to be addressed as they occur and redirect efforts to better define the environmental concerns. :7 • APPENDIX A WORK PLAN SCOPE 0 q • Scope of Work Based on our meeting of November 7, 1996, the following, is our understanding of the scope of work anticipated for this project. Task 1 Review of Past Work Evaluate existing information and reports Evaluate existing, site condition Task ? Selective Site Survey Pick up elevation shots for top of curb & Gutter around cul-de-sac Obtain elevation data for areas with minimal disturbance in order to restore and maintain original topography for drainage Task 3 Design and Specification Standards for Well and Drain Tile Abandonment TV. Inspect and evaluate condition and needs of damaged existing drain tile before capping and abandoning Evaluate condition of existing monitoring wells and abandon damaged • - wells properly. Evaluate the condition of damaged monitor well number 5 and abandon properly Task 4 Design and Specification Standards for Excavating and Capping Site - Evaluate site drainage needs Determine cap thickness in order to achieve drainage Establish a clay cap which is as thick as possible (up to IS inches) while creating a grade at the site which will drain precipitation to the storm drains. These storm water drains will be constructed in the Foster St. cul- de-sac by the City of Lansing. The clay portion of the cap must be a minimum of 6 inches thick everywhere. Compaction of clay cap necessary only to degree to prevent settling. Compaction to landfill cap specifications is not necessary. Cap will have 6 inches of topsoil to support turf cover which will resist damag,e from flooding. —� - Work with foresters to protect trees as much as possible 4. Coordinate with City of Lansing Forester and with Michigan State University Forestry experts to preserve as many trees on site as possible. Use soil washing technique to remove contaminated soils from the roots of trees on the perimeter of the caps which are deemed worthy of saving. Coordinate the reforestation of the site with City of Lansing Determine excavation and earth manipulation needs - Provide plans and technical specifications Coordinate with McNamee, Porter & Seeley (MPS) and the City of Lansing regarding storm drainage availability Task 5 Prepare bid package and solicit bids - Prepare bid specifications package t - Solicit and evaluate bids - Make recommendations for award of bids - Provide technical support as needed Task 6 Construction Oversight • - Construction oversight is to be part of a separate contract order. A proposal by SEG for construction oversight including budget (dollar amount) will be completed and submitted concurrently with bid specifications. d t .ar tY � i 9 • LIST OF RECEIVED DOCUMENTS s DOCUMENTS "Remedial Alternatives Evaluation, Foster Street Abandoned Plating Site, Lansing, Michigan", Prepared for Michigan Department of Environmental Quality by ABB Environmental Services, Inc., Contract Number ERD-9477, August 1996. APPENDIX C STANDARD FIELD FORMS • --o 'ylll,uRi �IIIII IIII pllll'' SNELL nn n nu I ENVIRONMENTAL "41R IIII I GROUP, INC. a oU CCuaw+r al II Ilul IIII MWIMPS • SCENnSTS . LANDSCAPE ARCHITECTS 0 MAY STREET • LANSING. MICHIGAN A8906-5599 -LEPHGNE (517) 374-6800 • FAX (517) 374-7390 PROJECT JOB NO. LOE DAILY FIELD REPORT DATE S M T W T F S DAY WEATHER TEMP. CLIENT WIND CONTRACTOR HUMIDITY PROJECT MANAGER Brit• Sun par Overcast Rain Snow To 32 3250 5070 70 85 85 Up Stin Moderate High Report No Dry Moderate t7umid1 VISITORS Time Representing Representing Remarks EQUIPMENT AT THE SITE NUMBER OF PERSONNEL ON SITE FIELD ACTIVITIES y } PAGE 1 OF LOE DAILY FIELD REPORT IDOJECT JOB NO. REPORT NO. DATE (Continuation Sheet) PAGE OF By TITLE PROJECT JOB NO. • LOE DAILY FIELD REPORT (Continuation Sheet) REPORT NO. DATE EQUIPMENT: MATERIALS: 1 J .•; i S . 1 • �3 PAGE OF BY TITLE • APPENDIX D HEALTH AND SAFETY PLAN _0 • U_J SEG SITE -SPECIFIC HEALTH & SAFETY PLAN FOSTER STREET ABANDONED PLATLIi G SITE A. GENTRAL INFORMATION Project Name: Foster Street Abandoned Plating Site Number: 9441-4848-50 Location: Foster Avenue cul-de-sac at interstate I-496, City of Lansing, Ingham County, MI Client: Michigan Department of Environmental Quality/Environmental Response Division Client Contact: Wayne F. Morse Location: Shiawassee Office 10650 Bennett Drive Morrice, MI 48857-9792 Telephone Number: (517) 625-4673 Site Phone: N/A SEG Health and Safety Officer (HSO): Peter F. Cole SEG Office Location: 1120 May Street Lansing, Michigan 48906 Telephone Number: (517) 374-6800 SEG Site Manager: Samir Matta SEG Office Location: 1120 May Street Lansing, Michigan 48906 Telephone Number: (517) 374-6800 SEG Site Safety Officer (SSO): Plan Prepared By: Chris Rybak Date: 11/22/96 Reviewed B. Scott Lidgard Date: 11/26/96 Brief Description of Work Objectives: Well and drain tile abandonment and capping of site contaminated areas. Proposed Date to Begin: July, 1997 Approximate Duration 1 Month ' The Site -Specific Health and Safety Plan contains information regarding a specific site. SEG's corporate Health and Safety Plan should be consulted for more details regarding health and safety issues. V Page1of11 C. L� Uj SEG SITE -SPECIFIC HEALTH & SAFETY PLAN B. SITE INFORMATION Background Information Availability None: Preliminary: Some: file at the Shiawassee MDEQ Office Facility Description: Undeveloped 1.6 acre area designated as a neighborhood park. History/Principal Area(s) of Contamination: Former location of the abandoned plating site and certain areas of the park. Unusual Features: Foster Avenue cul-de-sac on the north end of the site and the interstate I-496 embankment on the south end of the site. Site Status (active, inactive, other): Inactive Surrounding Population/Land Use: Urban, residential Topography: Flat slopes, Area ground elevation between 827-821 feet within the site. Climate: Humid Continental with warm summer. Site Accessibility: Good for worker. L_ I Page 2 of 11 • • V SEG SITE -SPECIFIC HEALTH & SAFETY PLAN C. HAZARD CHARACTERIZATION Waste Type Soil: X Water: X Sludge: Other Liquid: Characteristics) Reactive: Possible Corrosive: Ignitable: Possible Toxic: Volatile: Unknown:, Other: D. HAZARD EVALUATION—.;. Explosive Gases LEL Action Level Required Actions NA Continue normal operations NA Assess situation, continue operations with extreme caution avoid sparks, open flame, etc. NA Evacuate, consult with HSO Oxygen Levels pxvgen Action Level Required Actions < 19.5 % Mandatory use of pressure demand supplied air respirators Physical Hazards: Winter months: ice, snow, cold weather Summer months: humidity, hot temperatures Landslides CONFINED SPACE! No individual is to enter any confined space including excavations deeper than four feet without first consulting SEG's HSO and SEG's Corporate Health and Safety Plan regarding confined space entry. Page 3 of 11 • E TYPICAL SUBSTANCES ASSOCIATED WITH THE SITE AND THEIR HAZARDOUS PROPERTIES SUBSTANCE EXPOSURE LEMTS SYIYIPTOMS/WARNING- PROPERTIES Arsenic (OSHA) = 0.01mg/m' NIOSH .002mg/m' Carcinogen IDLH = 100mg/m' Inhalation may cause ulceration of nasal septum. Lead (Pb) (OSHA) PEL = 0.050 mg/m' (NIOSH) = 0.100 mg/m' Air concentration to be maintained so that worker blood lead remains <0.060 mg/100 g of whole blood IDLH = 700 mg/m' Poisonous if swallowed, inhalation of dust poisonous. Fire may produce irritating or poisonous gases. Page 4 of 11 • _0 SEG SITE -SPECIFIC HEALTH & SAFETY PLAIN E. PERSONAL PROTECTIVE EQUIPMENT (PPE) PPE for General Organic Vapors Health Action Levels Required PPE Level 0- 70 mg/m3 of dust in the breathing zone Level D < 70 mg/m' sustained for more than 5 minutes Level C > 100 ppm Shut down operations contact SEG HSO Personal Protective Clothing Materials Required Task Level of Protection Modifications Oversight & Sampling D As needed for hot weather C If necessary Head HandEve/Face El Hardhat ❑ Neoprene ❑ Viton El Safety Glasses/Goggles ❑ Nitrile ® PVC/Vinyl ❑ Face Shield Body ❑ Full encapsulating suit ❑ Tyvek ❑ Tyvek/Saranax ❑ Tyvek Polyethylene ® Other Respirator ❑ SCBA ❑ Full Face Respirator, Cartridge Type ❑ Half Face Respirator, Cartridge Type El Other Dust mask Ear Foot ❑ Earplug © Boots Steel Toe O Earmuff ❑ Overboot Type as needed No changes to the specified PPE levels shall be made without the approval of the SSO for HSO. Page 5 of 11 r� U • El SEG SITE -SPECIFIC HEALTH & SAFETY PLAN F. ON -SITE CONTROL CONTROL BOUNDARIES: ❑ Map/Sketch Attached ® Site Secured Safe perimeter has been established as: NA SITE ENTRY PROCEDURES CHECKLIST The daily site entry procedure shall contain the following: • Determine wind direction, check wind indicators. • Confirm proper placement of emergency information. • Periodically monitor air quality for conditions that may cause. injury. • Visually observe for signs of actual or potential conditions which may be dangerous to life or health (e.g., dead flora or fauna). • Note physical conditions around site and identify potential exposure pathways. • Note any safety hazards (obstacles, terrain stability, etc.) • If daily temperatures will exceed 75 degrees F, set up shaded rest area. • If daily temperatures will fall below 32 degree F set up a designated heated rest area. • Document site activities with the use of logbooks, field data records, graphs and photographs, as required. Record observations related to field conditions and site. UTILITIES - MISS DIG 1-800-482-7171 MISS DIG Contacted: Date: Verification No.: Utilities Cleared: ❑ Sewer/Water ❑ Electric ❑ Fiber Optics ❑ Gas ❑ Telephone ❑ Cable ❑ Other '" Page 6 of 11 • 0 • SEG SITE SPECIFIC HEALTH & SAFETY PLAN G. DECONTAMINATION PROCEDURES Level D - Segregated equipment drop, boot and clove wash and rinse, field wash hands and face. Level C - Segregated equipment drop, boot cover and glove wash and rinse, tape removal, boot cover removal, outer glove removal, suit/safety boot wash and rinse, canister/mask change, safety boot removal. Splash suit removal, inner glove wash and rinse, face piece removal, inner glove removal, field wash hands and face with soap and water. Soil Sampling Equipment - Detergent and DI water wash, DI water rinse between each sample collection with fresh water and change rinse between borings. Page 7 of 11 • E • SEG SITE -SPECIFIC HEALTH & SAFETY PLAN H. EMERGENCY INFORMATION EMERGENCY TELEPHONE NUMBERS Ambulance: 911 Hospital Emergency Center: Poison Control Center: 1-800-632-2727 Police: 911 Fire: 911 OTHER EMERGENCY CONTACTS 1. Peter F. Cole (517) 374-6800/Office (517) 669-5438/Home 2. Samir Matta (517) 374-6800/Office 3. Dayal Saran (517) 374-6800/Office (810) 474-5821/Home 4. OTHER CONTACTS MISS DIG: 1-800-482-7171 Water: Electricity: Gas: Telephone: Other: HAND SIGNALS Signal Interpretation Hand gripping throat Out of air, can't breath Grip partner's wrist or both hands around waist Leave area immediately Hands on top of head Need assistance Thumbs up OK, I am all right, I understand Thumbs down No, negative FIRST AID First aid kits are located in field vehicles Page 8 of 11 • SEG SITE -SPECIFIC HEALTH & SAFETY PLAN H. EMERGENCY INFORMATION (continued) EMERGENCY ROUTES Hospital Name: Saint Lawrence Hospital Location: 1210 W. Saginaw St. Lansing, Michigan 48915 Telephone Number: (517) 372-3610 Directions to Hospital Proceed north on Foster Aves to Marcus Street. Turn left (west) on Marcus, proceed to Fairview Ave. Turn right (north) on Fairview Ave., proceed to Oakland Ave. Turn left, (west) on Oakland Ave., hospital is located 1 block west of Martin Luther King Blvd. Page 9 of 11 4 =A 3 pi 1", 1 if 2 8:4 J Z4 PORTER L AN' D ASH v i H N S IROE 1'U m .12 SAS.. FIE MILL or :;U LILL,) IJDER' ALLE -4:, ti, iA L kl, LEW-Alt IL4,'ALE —JEL2 Zt4 LQC�TIION Ell -A 7z -71 kt A7 lz-rElqE It r MICHIGAN DEPARTMENT OF EMERGUENCY SCALE: NTS ENVIRONMENTAL OUALITY FiEMENAL ACTION, PLAN FOR T, HEM FOS -McR 1-110SP-1 ROUTEE STREET ABANDONED PLATING SITE I I have received a copy of the Site Specific Health and Safety Plan for the Foster Street Abandoned Plating Site project. I have read this plan and had the opportunity to ask questions. I also understand that SEG's corporate HASP can be consulted for more details regarding health and safety issues. Employee Name Title Signature Date Page 11 of 11 • APPENDIX E RESUMES OF KEY PERSONNEL 0 -9 • • RESUME P 4 FIRM NAME SNELL ENVIRONMENTAL GROUP, INC. CLASS LEVEL EMPLOYEE NAME Daval Saran DATE APPROVED FUNCTIONS Project Director EDUCATION Type of Year Degree Degree Granted Granted Granting Institution B.Sc. Civil Engineering 1963 Vikram University, India M.E. Soils and Foundation Engineering 1965 Roorkee University, India M.E.Sc Geotechnical Engineering 1969 University of Western Ontario REGISTRATIONS Professional Engineer, 1983 SOCIETIES American Society of Civil Engineers SUMMARY OF EXPERIENCE Mr. Saran has over 23 years of diverse experience and achievement in the engineering, planning, environmental, hazardous waste and permitting fields. He served as lead consultant for numerous environmental projects throughout the United States, including: Remedial Investigations/Feasibility Studies (RI/FS) at Superfund sites, Michigan Act 307 sites, landfills, gasoline spill sites, and a variety of other facilities; design and closure investigations; treatment studies and remediation of contaminated sites; permitting; regulatory compliance; and geotechnical engineering. He provided expert witness testimony on several environmental projects. Mr. Saran has considerable experience in managing multidisciplinary professionals in the development of high quality projects for clients in industry and federal, state and local agencies. EXPERIENCE Number of Years Inclusive Dates Firm or Institution 1 1992 to Present Snell Environmental Group, Inc. • 7 1986 to 1992 NTH Consultants, Ltd. 3 1984 to 1986 Wang Engineering, Inc. 9 1973 to 1984 Dames & Moore 1 1972 to 1973 Halpert Neyer & Associates 2 1970 to 1972 Monsanto Envirochem U J 0 DAYAL,SARAN, P.E. RELEVANT PROJECT EXPERIENCE 1. Environmental Contamination Survey of Indiana Army Ammunition Plant (INAAP), Indiana Project Director to perform an environmental investigation of the Indiana Army Ammunition Plant property to determine if past operational practices have generated chemical contamination problems. The investigation included the drilling of borings to develop the hydrogeology of the site. Soil, water and sediment samples were collected and analyzed for metals, pesticides, and propellant- and explosive -related compounds. From this data, contaminated areas were identified as were potential patterns for contaminant migration. 2. Emergency Response and RCRA Facility Investigation and Corrective Action in EPA Region III. Project Director and Senior Project Consultant on the extent of contamination and feasibility study for a . battery recycling plant. Investigation involved identifying extent of contamination, establishing cleanup criteria, immediate abatement of contaminated soils at residential and plant properties, air quality monitoring, closing of landfill, and evaluation of ground water and surface • water contamination, in addition to preparation of RCRA Corrective Action Plans. 3. Hazardous Landfill, Michigan Acted as Project Director in the preparation of RCRA Corrective Action Plan for both hazardous and nonhazardous landfills. The purpose of this plan was to determine the presence or absence, nature, rate and extent of migration, and concentration of hazardous wastes or constituents released from the facility. This information was used to develop a corrective measures study. Also prepared a ground water monitoring system for closed portion of landfill. 4. Act 307 Site, Michigan Industrial Site in S.E. Michigan Project Director for remedial investigation (RI) and feasibility study (FS) at the site of an industrial plant located in Michigan. Performed extent of. contamination and hydrogeologic investigation, treatability study; prepared Type C cleanup application and obtained MDNR approval for Type C remediation; design details included containment of waste in place, synthetic liners, cap, collection system, ground water monitoring; performed risk assessment to develop -: cleanup criteria. DAYAL SARAN, P.E. - CONTINUED 6. Act 307 Site Clare, Michigan Participated as a Project Engineer in a remedial investigation at a municipal water supply well held in Michigan. The well field was contaminated with several organic compounds and was designated as an Act 307 site. An industrial park was identified as the likely source of contamination. In addition, prepared technical work plan, health and safety plan, a Quality Assurance project plan, etc. 6. Superfund Site Granite City, Illinois Acted as a project consultant in conducting treatability study. Assisted and reviewed work plan, Health and Safety Plan, QAPP, and technical reports. 7. Industrial Site Savanna, Illinois Project Director for RI/FS, design and construction management at former battery recycling plants. Investigation involved site characterization, hydrogeologic studies, installation of monitoring wells, closure of ponds, and development of soil cleanup criteria and disposal of battery fragments. Performed treatability study for disposal of contaminated soil, prepared cleanup plans, and remediated the site. 8. Industrial Site Tennessee Acted as a Project Director in the preparation of a remedial alternative feasibility study (FS) for a site contaminated with PCB's. Developed remedial and disposal schemes and cost estimates. A total of five remedial measures were developed to secure the site. 9. Act 307 Site Lansing, Michigan Acted as a Principal Investigator in performing feasibility study, design of collection and treatment system, and also acted as a technical reviewer during the hydrogeologic evaluation of the total . . facility. 10. Industrial Site Michigan Project Director for remedial investigation and feasibility study at a site located along the Detroit River. Activities included identification of extent of contamination; characterization of fill material; designation of material for disposal; MDNR-approved remediation plan resulted in approval and completion of on -site containment cell consisting of slurry cutoff wall, internal 41M • dewatering system, clay and LDPE cap. The site remediation satisfied the Type C remediation requirements. 0 .• • RESUME FIRM NAME SNELL ENVIRONMENTAL GROUP. INC. EMPLOYEE NAME Samir Matta, P.E. FUNCTIONS Environmental Project Manager EDUCATION Type of Degree Degree Granted B.S. Civil Engineering M.S. Environmental Engineering REGISTRATIONS Professional Engineer, Michigan Year P 3 CLASS LEVEL DATE APPROVED Granted Granting Institution 1987 Wayne State University Expected Wayne State University 1997 SOCIETIES . Michigan Society of Professional Engineers American Society of Civil Engineers, Lansing -Jackson Branch Vice President, 1996/1997 National Society of Civil Engineers SUMMARY OF EXPERIENCE Prior to joining SEG, Mr. Matta served as design, project engineer and/or project manager for numerous projects in the Lansing area. He has extensive experience in sewer and street projects, environmental cleanup and UST projects. His responsibilities include project administration, construction project management, and preparation of bid documents, contracts, proposals and technical reports. EXPERIENCE Number of Years Inclusive Dates 1 10/95 to Present 5 10/90 to 10/95 3 1987 to 10/90 Firm or Institution Snell Environmental Group, Inc. City of Lansing Public Service Department Charles Raines Co. SAMIR MATTA, P.E. is SPECIFIC PROJECT EXPERIENCE ■ Oldsmobile Park, Lansing, Michigan. Supervised the excavation of approximately 200,000 cyds of potentially contaminated fill area from a site now being used as the new City of Lansing Baseball Stadium. Also worked closely with design engineers, Michigan Department of Environmental Quality and Ingham County Health Department to eliminate migration of contamination through needed drainage system. - ■ Diamond Reo Site Soil Cleanup, Ground Water Collection and Treatment Systems, Phases A and B, Lansing, Michigan. Worked closely with MDNR and the consultant to draft an acceptable work plan. Reviewed design plans and recommended changes. Assured compliance with MDNR requirements for $2.0 million of the site reclamation grant and submittal of reimbursement requests. Negotiated a lower disposal fee with landfill. ■ Diamond Reo Plat, Access Roadway and Sewers, Lansing, Michigan. Drafted the design of an access roadway and sewers for the proposed development. Provided coordination between the Planning Division, Commerce Department, consultant and utility companies regarding services, easements, site layout and site platting. Directed consultants to prepare final plans and coordinated with developers. ■ Aurelius Road Landfill Repairs, Lansing, Michigan. Dealt with MDNR, Ingham. County Health Department and consultant while formatting a comprehensive proposal for needed repairs and improvements. Worked with consultant on implementing proposed plan. ■ Combined Sewer Overflow Projects, Phases 1 and 2, Lansing, Michigan. Trained consultant's personnel to implement city drafting standards and MDOT construction specifications into construction plans and bid documents. Reviewed proposed design, revised and implemented changes. Prepared bid documents and contracts to meet SRF . funding requirements. Worked with City Forester and neighborhood associations. ■ Harton Street Storm Water Pump Station, Lansing, Michigan. Reviewed proposed design and prepared bid documents. ■ Lansing Avenue Force Main Replacement, Lansing, Michigan. Assisted consultant in evaluating alternatives and construction constraints. Evaluated proposed force main design and recommended changes. ■ West Side Interceptor Rehabilitation, Phases 1, 2 and 3, Lansing, Michigan. Coordinated efforts with consultants to determine rehabilitation techniques. Worked with BOC, MDOT, Eaton County Road Commission and Lansing Township officials to secure • smooth construction activity. ,2�- SAMIR MATTA, P.E. ■ Lansing Center Expansion, Phases 2 and 2A, Lansing, Michigan. Reviewed and approved engineer's plans for underground utilities, site drainage and erosion control, dewatering and soil contamination. ■ Sparrow Hospital Expansion, Lansing, Michigan. Worked with hospital officials and 15 consultants regarding various phases of design and construction activities. ■ Various Road, Curb and Gutter, and Sewer Projects, Lansing, Michigan. Designed, prepared assessment work sheets and contract documents, and oversaw construction activities. ■ Sewer System Evaluation Study, Grosse Isle Township, Michigan. Coordinated and implemented program to analyze potential infiltration/inflow in existing system. ■ Sewer System Evaluation Study, Melvindale, Michigan. Analyzed existing measures and data, recommended improvements, and identified potential problem areas. AAMAWA. • RESUME 0 P 3 FIRM NAME SNELL ENVIRONMENTAL GROUP, INC. CLASS LEVEL EMPLOYEE NAME Scott C. Lidgard FUNCTIONS Environmental Engineer EDUCATION Type of Year Degree Degree Granted Granted B.S. Engineering 1985 B.S. Biological Sciences 1985 REGISTRATIONS Professional Engineer, 1991 Certified Level H Concrete Technician, 1986 SOCIETIES N/A DATE APPROVED Granting Institution Michigan Technological University Michigan Technological University SUMMARY OF EXPERIENCE Mr. Lidgard has over 7 years of design experience on a number of projects related to environmentally contaminated sites. He has also been involved in preparation of specifications for environmental remediations, an Act 64 application, and design of a monofill ash cell and leachate collection system. Mr. Lidgard's areas of specialty include underground storage tank system design, specifications for environmental remediations, water distribution and wastewater treatment system design, infiltration/inflow studies, open and closed drain design, pumping systems, solid waste management, and contract document preparation. EXPERIENCE Number of Years 5 3 Inclusive Dates 1988 to Present 1985 to 1988 Firm or Institution Snell Environmental Group, Inc. Rowe Engineering, Inc. 4, • • SCOTT C. LIDGARD, P.E. RELEVANT PROJECT EXPERIENCE 1. Testing & Removal of UST's and associated piping Capitol Regional Airport, Lansing, Michigan Site investigation, soil sampling, analysis and engineering for removal of aviation fuel, jet fuel, heating oil and waste oil UST's. Completion Date 1992. 2. Test/Remove/Reinstall UST's Mason -Jewett Airport, Mason, Michigan Prepared plans and specs for removal of underground storage tanks. Installed new tank monitoring system, associated above ground piping, electrical system, concrete unloading area with oil/water separator and two new fuel dispensers. Completion Date 1992. 3. Landfill Design, City Management Corp. Southeast Michigan Performed geologic and hydrogeologic investigation, engineering design, surface hydrology and wetland mitigation in compliance with Act 641 and Act 64. Completion Date 1991. 4. RI/FS Former Diamond Reo Property, Lansing, Michigan Project required remedial investigation of 32 acre parcel of former truck assembly operations. A feasibility study was prepared based on finding's resulting project design phase. All plans and bid specifications prepared by SEG. Ongoing project since 1988. 5. Monofill Ash Landfill and Liquid Hazardous Treatment Facility Detroit, Michigan Responsible for design of 7 acre monofill ash cell within Type H landfill which is presently in operation. Also designed a commercial 100,000 gallon per day liquid hazardous waste treatment facility consisting of 8 underground storage tank vaults. Project required preparation of a Michigan Act 64 construction permit application, participated in 12 public hearing presentations = and was awarded approval of design plans and specs by MDNR and Wayne County Health Department. 14 1% • • _0 RESUME FIRM NAME SNELL ENVIRONMENTAL GROUP. INC. EMPLOYEE NAME Thomas S. Pavlik P 3 CLASS LEVEL DATE APPROVED FUNCTIONS Senior Geologist EDUCATION Type of Year Degree Degree Granted Granted Granting Institution A.S. 1975 St. Clair County Community College B.S. Geology 1977 Michigan State University M.S. Geology 1981 Michigan State University REGISTRATIONS Professional Geologist, 1988 SOCIETIES American Institute of Professional Geologists Association of Groundwater Scientists and Engineers Michigan Basin Geological Society SUMMARY OF EXPERIENCE Mr. Pavlik has more than 15 years experience in managing hydrogeologic investigations and remedial activities, supervising geologic and hydrogeologic field operations, and preparing technical reports. His solid project management and supervisory skills are backed by several years of field experience as a geologist, including the past six years in hydrogeology. He has the sound technical knowledge to take projects from the investigation phase to successful remediation. He has worked on a variety of project sites including LUST, Act 307 and Act 64. EXPERIENCE Number of Years Inclusive Dates Firm or Institution 2 1992 to Present Snell Environmental Group, Inc. 2 1990 to 1992 American Hydrogeology Corp. 4 1986 to 1990 Environmental Science & Engineering, Inc. 5 1981 to 1986 Atlantic Richfield Company • 3 1979 to 1981 Louisiana State University • 0 q. THOMAS S. PAVLIK, C.P.G. RELEVANT PROJECT EXPERIENCE 1. Remedial Investigation SPSM, Jackson, Michigan Performed extensive remedial investigation of 11 sites located within the SPSM facility. Responsible for coordinating monitoring well design and installation; field sampling, RCRA compliance, risk assessment and data validation activities. 2. Lucy Road Landfill Remedial investigation performed to delineate vertical and lateral extent of tetrahydrofur plume for the City of Howell. Supervised all field activities as project geologist. 3. Hazardous Waste Storage Facility East Lansing, Michigan As Project Manager, developed and managed a soil, ground water and surface water monitoring program including statistical design and analysis, and preparation of annual monitoring reports. 4. Manufacturing Facility Edmore, Michigan Performed hydrogeologic investigation to delineate TCE plume in the drift aquifer. Supervised all field activities as project geologist. 5. Manufacturing Facility Brighton, Michigan Managed a program to evaluate the effectiveness of a ground water purge and treatment system at a site impacted by volatile organic halocarbons. Responsible for the identification of a previously unrecognized confining layer which had prevented effective remediation. Results led to the design of a successful ground water purge system. le • RESUME FIRM NAME SNELL ENVIRONMENTAL GROUP, INC. EMPLOYEE NAME Michael Tuckev FUNCTIONS Senior Hvdrogeologist EDUCATION P 2 CLASS LEVEL DATE APPROVED Type of Year Degree Degree Granted Granted Granting Institution B.S. Earth Science 1972 Michigan State University M.S. Geology 1975 Michigan State University Ph.D. Geology 1988 Michigan State University REGISTRATIONS. None SOCIETIES American Geophysical Union Association of Ground Water Scientists and Engineers Society of Economic Paleontologists and Mineralogists SUMMARY OF EXPERIENCE Dr. Tuckey has over. 16 years of relevant experience. Since joining the firm, Dr. Tuckey has been involved in numerous hydrologic, geologic and hydrogeologic investigations. He has vast experience in the development of work plans for hydrogeologic investigations and corrective action, data interpretation, writing hydrogeologic reports, conducting pump and slug tests, aquifer modeling, and technical review of hydrogeologic reports. When Dr. Tuckey began his career in 1976 he served as a Water Resources Planner for the Michigan Department of Natural Resources. He also served as a geology instructor at Lansing Community College and Jackson Community College where he was responsible for teaching courses in physical geology, historical geology, geology of Michigan, plate tectonics and physical geography. EXPERIENCE Number of Years Inclusive Dates 3 1991 to Present 1 1990 to 1991 3 1988 to 1990 5 1981 to 1985 1 1985 to 1986 1 1980 to 1981 1 1978 to 1979 2 1976 to 1978 Firm or Institution Snell Environmental Group, Inc. ASI Environmental Technologies Geraghty & Miller Texaco, Inc. Lansing Community College Instructor Jackson Community College Instructor Kansas Geological Survey Michigan Department of Natural Resources :I MICHAEL TUCKEY, Ph.D. • RELEVANT PROJECT EXPERIENCE 1. Subsurface Soil Investigation for MDMB Allegan Street Parking Structure, Lansing, Michigan Performed remedial investigation for horizontal and vertical delineation of petroleum contamination. Determined remedial options. Completion Date 1991. 2. Remedial Investigation for MDMB Camp Grayling, Michigan Currently conducting a hydrogeological investigation tracing a recently discovered lead plume. Ground water modelling data collection has been accumulated for statistical evaluation. Ongoing project. 3. Landfill Design, City Management Corp. Southeast Michigan Performed geologic and hydrogeologic investigation, engineering design, surface hydrology and wetland mitigation in compliance with Act 641 and Act 64. Completion Date 1991. 4. RI/FS Former Diamond Reo Property, Lansing, Michigan Project required remedial investigation of 32 acre parcel of former truck assembly operations. A feasibility study was prepared based on finding's resulting project design phase. All plans and bid specifications prepared by SEG. Ongoing project since 1988. 5. Remedial Investigation and Engineering Design Camp Grayling, Grayling, Michigan Remedial and geophysical investigation of fuel release at Camp Grayling facility. Network of extraction wells and an infiltration gallery design for ground water recovery and re -injection after treatment. r7 N RESUME • P 3 FIRM NAME SNELL ENVIRONMENTAL GROUP, INC. CLASS LEVEL EMPLOYEE NAME Kenneth W. Herman DATE APPROVED FUNCTIONS Data Validation/Chemist EDUCATION Type of Year Degree Degree Granted Granted Granting Institution B.S. Chemistry 1986 University of Michigan REGISTRATIONS/CERTIFICATIONS OSHA 29 CFR 1910.120 40-Hour Certification SOCIETIES American Chemical Society Michigan Microscopy Association • SUMMARY OF EXPERIENCE Mr. Herman has extensive experience in environmental laboratory operations including regulation interpretation, analytical methodology procedures and protocol, and quality control program development, implementation and maintenance. As Laboratory Division Assistant Director, Mr. Herman provides client communication and consultation, including sample tracking, report status and results interpretation. He ensures analytical activities are scheduled and managed properly in order to facilitate completion of analyses and issuance of reports in a timely manner. Mr. Herman performs organic and inorganic laboratory analyses, including metals determinations by flame (AAS and ICP), furnace and cold vapor techniques. He is experienced and knowledgeable in the use of gas chromatography for analyzing environmental and industrial hygiene samples by EPA and NIOSH methodologies. Mr. Herman has analyzed industrial hygiene, bulk and water samples for asbestos and elemental composition using electron microscopy techniques, including both transmission electron microscopy and scanning electron microscopy. He is proficient in implementing EPA, NIOSH and AHERA methodologies for. asbestos identification. EXPERIENCE Number of Years Inclusive Dates Firm or Institution 3 1991 - Present Snell Environmental Group, Inc. 5 1986 - 1991 Clayton Environmental Consultants • FIRM NAME RESUME SNELL ENVIRONMENTAL GROUP INC EMPLOYEE NAME Christopher P. Rvbak FUNCTIONS Engineer EDUCATION Type of Degree Degree Granted B.S. Civil Engineering REGISTRATION/CERTIFICATION Engineer -in Training, 1990 OSHA 40-Hour Hazardous Waste Operations OSHA Site Supervisor Workshop • SOCIETIES American Society of Civil Engineers P 2 CLASS LEVEL DATE APPROVED Year Granted Granting Institution 1990 University of Toledo SUMMARY OF EXPERIENCE Mr. Rybak is currently involved in combined sewer overflow control projects, landfill design and construction projects, and soil remediation projects. Mr. Rybak's responsibilities have included the following: Design, construction oversight, and preparation of specifications and certifications for various landfills. Mr. Rybak has extensive experience in gas well installation, soil testing, and geosynthetic installation as well as preparation of specifications and certifications for landfill construction. EXPERIENCE Number of Years Inclusive Dates Firm or Institution 3 1993 - Present Snell Environmental Group, Inc. 1 1992 - 1993 Golder Construction Services 2 1990 - 1992 NTH Consultants, Inc. of • • -0 CHRISTOPHER P. RYBAK Related Project Experience 1. Sanitary Sewer Investigation, City of Saline, Michigan. Investigation of 3 miles of existing sanitary sewers to identify existing and future capacity conditions, infiltration and inflow conditions, and sewer pipe conditions. Flow monitoring and computer modeling was completed with the XP-SWMM computer model. 2. Combined Sewer Overflow (CSO) Control Project, Dearborn, Michigan. Design of a retention treatment tunnel using computer modeling and hydrologic and hydraulic analyses. The analyses were used to design an 18-f6ot diameter tunnel that would have an average of less than four overflows per year or would capture 85 percent of storm runoff by volume per year. Computer modeling was completed using the XP-SWMM and HEC-2 computer models. 3. Bath Township Water System Evaluation, Bath, Michigan. Evaluation of a new water district system to serve four new developments and two existing developments plus additional unserved areas in the township. Construction Budget: $1,200,000. 4. Sanitary Sewer Study, Lansing Township, Michigan. Preparation of a master plan to provide sanitary sewer service to proposed development. Included preliminary design of force mains, pump stations and layout of sewer pipe. 5. District No. 1 Water Project, Charter Township of Bath, Michigan. Design of a water main network to connect existing and proposed wells and elevated tanks using the EPANET computer model. The system was analyzed with future area developments and fire flows. 6. Water Utility Infrastructure Improvements, Portage, Michigan. Design of water main improvements to the existing network using the EPANET computer model. Improvements included new water mains, new wells, upgrading wells and adding elevated tanks. 7. Willow Booster Pumping Station, Delta Township, Michigan. Performed hydraulic modeling using "EPANET" to evaluate the pumping capability from the 2-mg reservoir at average day, maximum day and peak hour considerations. The modeling was based on the water supply for Delta being available during the four-hour interrupt period from the Board of Water and Light to meet the peak hour conditions utilizing the Snow Road elevated storage tank and the Creyts Road 1.25 mg ground storage 8. Fenske Landfill, MDNR Level of Effort Project, Grandville, Michigan. Design of landfill closure which included a leachate recovery system force main design using the EPANET computer model, hydrologic and hydraulic analysis of surface runoff, and design of subsurface runoff controls using the XP-SWMM computer model. Existing grades were modified using the CEAL computer design package. 9. Buffington Harbor Casino Resort, Gary, Indiana. Site design for a 30-acre parking lot. Work included hydrologic and hydraulic analysis of surface runoff, design of surface runoff controls and storm sewers using the XP-SWMM computer model, and site grading design. 10. Arkona Road Landfill, MDNR Level of Effort Project, Washtenaw County, Michigan. Site manager in charge of quality assurance of landfill construction. Managed inspectors and performed observation of the different project tasks. Tasks included air monitoring, • hazardous materials excavation, gas well installation and leachate removal system installation. 11. Landfill Construction, City of Pontiac, Pontiac Landfill. Performed construction oversight and testing of soil materials during cap placement. 12. Landfill Construction and Monitoring, Wayne Disposal Inc., Belleville Road Landfill. Performed construction oversight and testing of soil materials during cap placement and cell construction. Also performed extensive soil investigation and sampling, and monitoring well installation and sampling to investigate an existing closed landfill site. 13. 'Gas Well Installation, Southeastern Oakland County Water Resource Recovery Authority, Avon Road Landfill. Performed modification of gas well design for efficient recovery and performed construction oversight, air monitoring and field design modifications. 14. Ford Motor Company, Allen Park Clay Mine Landfill. Performed construction oversight and testing of soil and geosynthetic materials during cell construction. 15. Landfill Specification, Various Landfills. Prepared specifications for geosynthetic products to be used in landfills 16. Landfill Construction and Certification, City Management Corporation, Carleton Farms Landfill. Performed construction oversight and prepared geosynthetic installation certification for cell construction. 17. Landfill Construction Oversight, Chemical Waste Management, Kettleman Hills Landfill, California. Performed construction oversight and testing of soil materials during cap placement and cell construction. • 18. Site investigation, Genesee County Jail, Pontiac, Michigan. Monitoring well installation which included soil investigation, soil sampling and well sampling. 40 n U RESUME FIRM NAME SNELL ENVIRONMENTAL GROUP. INC. EMPLOYEE NAME Ronald M. Lacasse FUNCTIONS Engineer EDUCATION P 1 CLASS LEVEL DATE APPROVED Type of Year Degree Degree Granted Granted Granting Institution B.S.E. Civil and Environmental 4/94 University of Michigan Engineering REGISTRATIONS/CERTIFICATIONS OSHA 40-Hour HAZWOPER • SOCIETIES NA SUMMARY OF EXPERIENCE Mr. Lacasse was involved in a contaminated site study where he sampled and analyzed soil, soil gas and ground water chemical parameters. He is trained on Geoprobe, Hydropunch and split - spoon samplers. He participated in the complete installation and development of soil gas and ground water monitoring wells. Mr. Lacasse also worked co-op for MDOT. He was involved in the testing of bituminous mixture samples, and performed bituminous extractions and mechanical analysis of aggregate. He also served as a soil density inspector on a highway construction project. He ran soil density and moisture tests on granular and cohesive soils, and ran sieve analysis of granular soils. . Number of Years Inclusive Dates 5/95 to Present 1 mo. 7/94 to 8/94 1.5 5/90 - 11/90; 5/93 - 8/93; 5/91 - 11/91 Firm or Institution Snell Environmental Group, Inc. National Center for Integrated Bioremediation Research and Development Michigan Department of Transportation ..W • U-J RESUME T 3 FIRM NAME SNELL ENVIRONMENTAL GROUP. INC. CLASS LEVEL EMPLOYEE NAME Scott E. Koch DATE APPROVED FUNCTIONS Survevor EDUCATION Type of Year Degree Degree Granted Granted GrantingInstitution B.S. Surveying Engineering 1992 Ferris State University REGISTRATIONS/CERTIFICATIONS N/A SOCIETIES N/A SUMMARY OF EXPERIENCE Mr. Koch is trained in the use of total stations and supporting software and as an AutoCAD operator. He has extensive experience in the areas of cartography, topography: and photogrammetry. He created, edited and maintained database for Geographic Information Systems. He also established Global Positioning Networks. As a survey crew chief he as been involved in the following: reestablished U.S. Public Land Survey Comers for. section breakdowns; conducted surveys to locate boundary lines and corners; produced subdivision plat maps for recording; acted as field inspector on sanitary sewer construction project; prepared and interpreted legal descriptions; performed office preparation and field surveys for subdivisions. EXPERIENCE Number of Years Inclusive Dates Firm or Institution 1 1994 to Present Snell Environmental Group, Inc. 3 1992 - 1994 Davis Land Surveying 1988 - 1989 40 • RESUME T 2 FIRM NAME SNELL ENVIRONMENTAL GROUP. INC. CLASS LEVEL EMPLOYEE NAME Duane Ward DATE APPROVED FUNCTIONS Construction Observer. Asbestos Inspector and Technician EDUCATION Type of Degree Degree Granted High School Graduate Year Granted Granting Institution DeWitt High School SPECIAL TRAINING Jenson Environmental -Training Services, 1995 Tillotson Environmental Occupational Consulting OSHA 40-Hour Hazardous Waste Operations, 1995 Michigan Concrete Association Level I Concrete Field Testing Technician, 1996 SUMMARY OF EXPERIENCE Mr. Ward has over 15 years of experience in the construction field He has been involved in the construction of concrete paving, water mains, pump stations, tunnels, sanitary sewers (open cut and tunnels), force mains, storm sewers and reinforced concrete. His duties have included construction staking, checking the soil subbase, review of contractor's work to ensure work done according to project specifications, and preparation of daily reports: He has also been involved in performing water sampling. Many of the projects Mr. Ward was involved with were funded by state and federal agencies which required contact with various governmental agencies. He is also experienced in working with private residents affected by projects. EXPERIENCE Number of Years Inclusive Dates 1 1995 to Present 2 1992 to 1994 4 1988 to 1992 2 - 1986 TO 1988 Firm or Institution Snell Environmental Group, Inc. Spence Brothers Christman Company Granger Construction �Y DUANE WARD • RELEVANT PROJECT EXPERIENCE Revere Copper and Brass, Detroit, Michigan. Inspector and observer of the removal of asbestos, PCB and other hazardous waste. Lear Siegler, Detroit, Michigan. Inspector and observer of the removal of asbestos, PCB and other hazardous waste. Anaconda Copper and Brass, Detroit, Michigan. Inspector of the charting and locating of hazardous waste including asbestos and PCBs. Sewer Separation Project, Lansing, Michigan. Worked on the installation of 8,500 feet of 13- inch diameter tunnel/in-place sewer as part of the city's sewer separation project. Project is still under construction. Was also in charge of air monitoring for air quality. Sunset Street Waste Water Treatment Plant, Lansing, Michigan. Involved in an eight -month construction project. Grand Tower, Lansing, Michigan. Observed as labor foreman for 18 months on this 15-story highrise. Jack Breslin Student Event Center, East Lansing. Involved in the construction of this project for 2 1/2 years. Victor Building, Lansing, Michigan. Labor foreman for nine months on this nine -story highrise. State Prison of Southern Michigan, Jackson, Michigan. Was involved in a six-month ` remodeling and renovation project. -2 � r RESUME FIRM NAME SNELL ENVIRONMENTAL GROUP, INC. EMPLOYEE NAME Donald D. Tietsema II FUNCTIONS Surveyor EDUCATION Type of DeQree Degree Granted High School Graduate REGISTRATIONS/CERTIFICATIONS OSHA 29 CFR 1910.120 40-Hour Certification SOCIETIES N/A T 1 CLASS LEVEL DATE APPROVED Year Granted Granting Institution 1976 SUMMARY OF EXPERIENCE Mr. Tietsema is a very diversified land surveyor with over 15 years experience in the surveying field. His experience includes the use of transit and data collection devices, topographical, construction, boundary and mortgage surveys. Mr. Tietsema has been responsible for directing surveying crews and training crews in the use of transit and data collection instruments and general field procedures. EXPERIENCE Number of Years Inclusive Dates 2 1992 - Present 6 1989 - 1992 1983 - 1985 2 1986 - 1988 4 1979 - 1983 1 1978 - 1979 Firm or Institution Snell Environmental Group, Inc. Land Surveying Consultants Uniflow Corporation Terra Surveying Ayres Lewis Norris and May, Inc. • MICHIGAN DEPARTMENT OF ENVIRONMENTAL QUALITY In the Matter of: DRAFT Foster Street Abandoned Plating Site MDEQ Reference No.: Ingham County, Michigan LANDUSE-ERD-97-004 AGREEMENT FOR A LIMITED RESIDENTIAL REMEDY This Agreement for Limited Residential Remedy (hereinafter referred to as the "Agreement") is entered into voluntarily by and between the Michigan Department of Environmental Quality (MDEQ), Environmental Response Division and the City of Lansing ("City") for the purpose of specifying the agreed upon conditions of a Limited Residential Remedial Action Plan (RAP) approval at the Foster Street Abandoned Plating Site. By execution of this Agreement the MDEQ and the City stipulate and agree to be bound by all of the recitals, • terms and conditions herein. RECITALS Whereas, any remedial action undertaken pursuant to Section 20120b(3) of Part 201 of the Natural Resources and Environmental Protection Act (NREPA), 1994 PA 451, as amended, MCL 324.20101 et se , or the Part 201 Rules, 1990 AACS R 299.5101 et sec , which may include land use or resource use restrictions, monitoring, operation and maintenance, installation of permanent markers and continued financial responsibility, if determined by the MDEQ as necessary, shall be stipulated in a legally enforceable agreement with the MDEQ; and Whereas, this Agreement pertains to the Facility located in the City of Lansing, County of Ingham, State of Michigan described in Attachment A and commonly known as the Foster Street Abandoned Plating Site; and Whereas, the RAP for a Limited Residential Remedy submitted by the Snell Environmental Group on January 14, 1997, as approved by MDEQ, including its attachments and any MDEQ approved modifications thereto, complies with applicable requirements under Part 201 of NREPA and the Part 201 administrative rules; and Whereas, this Agreement satisfies the requirements of Section 20120b(3) of NREPA, as • amended in June 1995. Based on the foregoing Recitals the MDEQ and the City hereby stipulate and agree as follows: DRAFT I. PARTIES BOUND 1.1 This Agreement shall apply to and be binding upon MDEQ and the City and its successors and assigns. No change in ownership or corporate status of the City shall in any way alter the City's responsibilities under this Agreement. Any agreement assigning or transferring the rights, duties and benefits of this Agreement shall provide that the terms and conditions of this Agreement are binding upon the assignee or transferee. The City shall provide the MDEQ with written notice of the intent to transfer ownership of part or all of their ownership interest in the property at the Foster Street Abandoned Plating Site. Such transfer or assignment shall not occur without adequate and complete provision for the continued operation and maintenance of the remedy and the prevention of exposures as described in the Restrictive Covenant. 1.2 The signatories to this Agreement certify that they are authorized to execute and legally bind the parties they represent. • '\ II. DEFINITIONS 2.1 The terms "State" or "State of Michigan" shall mean the MDEQ and any authorized representatives acting on their behalf. 2.2 The "Operation and Maintenance Plan" or "O&M Plan" means the Operation, Maintenance and Long -Term Monitoring:Plan attached hereto as Attachment B, Part 1 and Part 2, and which constitutes a portion of the approved Remedial Action Plan. 2.3 "Remedial Action Plan," "Limited Land Use or Site -Specific, Criteria Based Remedial Action Plan" or "RAP" means the Remedial Action Plan for the Foster Street Abandoned Plating Site prepared by Snell Environmental Group and submitted to MDEQ on January 14, 1997, including any MDEQ-approved modifications to the RAP. 2.4 "Property" shall mean that portion of the Foster Street Abandoned Plating facility which is owned by the City. 1* 2 III. PROVISION OF A FINANCIAL ASSURANCE MECHANISM To the extent permitted by law, in entering into this Agreement, the City acknowledges the financial commitment to maintain the effectiveness and integrity of the earthen exposure barrier at the Foster Street Abandoned Plating facility as described in the operation and maintenance plan in perpetuity unless the City submits and implements an MDEQ-approved alternative remedial action plan which does not require maintaining the effectiveness and integrity of the exposure barrier in perpetuity. IV. IMPLEMENTATION DRAFT 4.1 The City agrees to implement and comply with the terms and conditions of the MDEQ-approved RAP, including the O&M Plan, and shall provide an annual report to the MDEQ project coordinator'describing the operation and maintenance activities that have been undertaken by the City for the prior year. Said report shall describe any changes or modifications to the O&M Plan that should be implemented in order to assure its continued effectiveness and integrity. 4.2 The MDEQ reserves the right to review the records describing the operation and maintenance activities that have been undertaken by the City. • 4.3 Approval of the O&M Plan shall not be construed to mean that the MDEQ concurs with all conclusions, methods or statements in the O&M Plan or warrants that the submission comports with law. 4.4 The MDEQ shall properly remove or plug all monitor wells which were installed as part of the response activity at or related to the facility and which will not be utilized for long term monitoring at the facility within 180 days of the effective date of this Agreement. Proper well abandonment procedures described in the Michigan Water Well Construction and Pumping Installation Code, Part 127 of 1978 PA 368, as amended, and its rules, shall be utilized by the MDEQ in plugging all wells. 4.5 The MDEQ shall, upon completion of the response activities detailed in the RAP, including operation and maintenance and long term monitoring, properly remove or plug all remaining monitor wells at or related to the facility pursuant to the Michigan Water Well Construction and Pumping Installation Code, Part 127 of 1978 PA 368, as amended, and its rules. The Certificate of Land Use Based Closure Completion for the Facility shall be awarded to the City pursuant to Section XII after all remaining monitor wells at or related to the facility have been properly plugged. 0 3 • V. RESTRICTIVE COVENANT LD`R,4FT 5.1 The City shall record with the Ingham County Register of Deeds the Restrictive Covenant attached hereto as Attachment C within 21 days of the completion of construction of the exposure barrier. 5.2 The City shall provide a true copy of the recorded Restrictive Covenant to MDEQ within ten (10) days after the document is recorded and returned. The copy provided to MDEQ shall include the liber and page number. VI. ACCESS TO PROPERTY AND RECORDS 6.1 From and after the Effective Date of this Agreement, MDEQ and its authorized employees and representatives shall have an irrevocable right -of -access at all reasonable times to the Property for the purpose of determining and monitoring compliance with the RAP, including the right to take samples, inspect the operation of remedial action measures and inspect records related to the RAP. 6.2 This Agreement does not restrict or limit any right that the MDEQ may have to enter the Property or other properties to which access is required for the protection of the public health, safety or the environment pursuant to specific statutory or regulatory authority. Consistent with MDEQ's responsibilities under federal or state law, MDEQ and its authorized representatives shall use its best efforts to minimize interference and whenever possible employ efforts that are the least intrusive to the operations and commercial activities on the Property. "Best efforts" shall not require MDEQ to incur any material cost increases in carrying out its responsibilities to protect the public health, safety or the environment. VII. REMEDIES FOR BREACH OF AGREEMENT 7.1 This Agreement shall not be construed as discharging the liability of any person or entity who may have liability under Part 201 of NREPA. 7.2 Nothing in this Agreement shall affect the duties and obligations the City may have with respect to permits or other governmental approvals or waive the City's duties and obligations under other applicable federal or state laws. 0 4 7.3 If provisions for any of the following lapse or are not complied with as provided in the Agreement or RAP, MDEQ's approval of the RAP is void from the time of the lapse or violation, unless the lapse or violation is corrected to the satisfaction of MDEQ: (A) Land Use or Resource -Use Restrictions (B) Monitoring (C) Operation and Maintenance (D) Permanent Markers If the City fails to correct the lapse or violation within thirty (30) days of written notification of such lapse, MDEQ, at its option, may perform the work necessary to bring the Foster Street Abandoned Plating Site back into compliance with this Agreement. VIII. NOTICES Whenever, under the terms of this Agreement, notice is required to be given or a report, sampling data, analysis or other document is required to be forwarded by one party to the other, such correspondence shall be directed to the following individuals at the specified addresses or at such other address as may subsequently be designated in writing: • As to MDEQ: As to the City of Lansing: James E. Inns R. Eric Reickel Environmental Response Division City of Lansing, Parks and Recreation Dept. Telephone: (517) 625-4693 Telephone: (517) 483 4297 (Regular Mail) (Regular Mail) Michigan Department of Environmental Quality City of Lansing Environmental Response Division Parks and Recreation Dept. Shiawassee District Office 4th Floor, City Hall 10650 Bennett Drive 124 West Michigan Avenue Morrice, MI 48857 Lansing, MI 48912 IX. MODIFICATIONS This Agreement shall not be modified unless such modification is in writing and signed by MDEQ and the City. WRFT • X. RESERVATIONS OF RIGHTS BY -THE STATE AND THE CITY 10.1 The State reserves all rights available under all applicable laws. . The State expressly reserves any and all rights and defenses that it may have to enforce this Agreement against the City, including the State's right to disapprove of response activities performed by the City and to require the City to perform tasks in addition to those detailed in this Agreement. The State reserves any rights it may have to undertake actions under federal and state law. Execution of this Agreement shall not affect or limit in any way any rights which the State may have in relation to any liabilities or obligations which the City or other persons may be subject to under Part 201 of NREPA or other laws by virtue of any connections that the City or those other persons have or may have had with the Facility. The State reserves any and all rights it may have to take any enforcement action pursuant to any available legal authority, including the right to compel response activity; to seek injunctive relief, response costs, monetary penalties, and punitive damages; or seek other legal remedies that may be available for any violation of law or this Agreement, including the State's right to disapprove of the manner in which City is implementing the RAP. 10.2 Nothing in this Agreement shall constitute or be construed as a release or covenant not to sue by the State regarding any claim, cause of action, or demand in law or equity against any person, firm, trust, trustee, joint venture, partnership, corporation, or other entity, for any liability it may have arising out of or relating in any way to the generation, storage, treatment, handling, transportation, release, or disposal of any hazardous substances, hazardous wastes, • pollutants, contaminants, or injurious substances found at, taken to, or taken from the Facility. This Agreement shall not estop or limit any legal or equitable claims of the State against the City, its employees, authorized representatives or assigns, including, but not limited to, claims related to releases of hazardous substances, pollutants, contaminants, or injurious substances except as specifically provided for herein. 10.3 The City reserve all rights available under all applicable laws. XI. APPLICABLE LAW 11.1 This Agreement shall be construed in accordance with the laws of the State of Michigan. All actions required to be taken pursuant to this Agreement shall be undertaken in accordance with the requirements of Part 201 of NREPA and its applicable Administrative Rules. 11.2 All terms used in this Agreement which are defined in Part 201 of NREPA, MCL 324.20101 et sec and/or the Part 201 Rules, 1990 AACS R 299.5101 et seg, shall have the same meaning in this Agreement as in Part 201 of NREPA and the Part 201 Rules. If a conflict exists between the Rules and the statute, the statute prevails. 0 6 • XII. CERTIFICATION FT 12.1 When the City determines that it has completed all the response activities required by this Agreement and the RAP, it shall submit to the MDEQ a notification of completion and a draft final report. The draft final report shall summarize all response activities performed under this Agreement. The draft final report shall include or reference any supporting documentation. 12.2 Upon receipt of the Notification of Completion, the MDEQ will review the Notification of Completion, the draft final report, any supporting documentation and the actual response activities performed pursuant to this Agreement. Within ninety (90) days of receipt of the Notification of Completion, the MDEQ will determine whether the City has satisfactorily completed all response activities required by this Agreement and the RAP, including, operation and maintenance activities, long term monitoring and proper abandonment of all remaining monitor wells. If the MDEQ determines that all response activities have been completed, the MDEQ will so notify the City, and upon receipt of a "Final" final report, shall issue a Certificate of Land Use Based Closure Completion. XIII. SEVERABILITY The provisions of this Agreement shall be severable, and if any provision is declared by a court of competent jurisdiction to be inconsistent with federal or state law and, therefore, unenforceable, the remaining provisions of this Agreement shall remain in full force and effect; except that such severance shall not be allowed if the severance of such provision causes the Agreement to fail in its essential purposes. XIV. UNILATERAL WAIVER OF TERMS AND CONDITIONS Unilateral waiver by either party of any breach or failure to enforce any of the terms and conditions of this Agreement at any time, shall not in any way affect, limit or waive such party's rights thereafter to enforce and compel strict compliance with every other term and condition of this Agreement. XV. SEPARATE DOCUMENTS This Agreement may be executed in two (2) or more counterparts, each of which shall be • deemed an original, but all of which together shall constitute one and the same instrument. 7 � DRAFT XVI. EFFECTIVE DATE This Agreement shall become effective on the date it is fully executed by all parties to this Agreement. Dated: Alan J. Howard, Chief Environmental Response Division Michigan Department of Environmental Quality Dated: David C. Hollister, Mayor City of Lansing LJ 0 1 a Attachment A • Legal Description of Property • • • REAL PROPERTY INFORMATION INQUIRY LEGAL NUMBER 3301 23 126 182 6 0000 S FRANCIS AVE OWNERSHIP TAX EXEMPT CODE 08 CITY OF LANSING % PARKS DEPT CITY HALL LANSING MI 48933 TAXPAYER MORTGAGEE CODE 801 CITY OF LANSING �'PARKS DEPT Y HALL LANSING MI 48933 DESCRIPTION (FIRST 8 LINES ONLY) LOTS 1, 2, 3 & PART OF LOTS 4, 5 & 6 COM NE COR LOT 4, TH S 28 FT, W 20 FT, S 73 FT TO R/W LINE I-496, WLY 442 FT, N 100 FT +/-, E 129 FT, N 114 FT, E 201 FT, S 144 FT, E 132 FT TO BEG; J L PUTMANS SUB r -I L_ TAX YEAR 1996 PXRIN2 START YR 1982 STOP YR 0000 FILE REF 82118 DISBURSEMENT UNIT 06 TAX RATE DISTRICT 01 CLASS R TYPE 613 RES NBH 38F COM NBH 30 COMING YEAR CLASS R COMING YEAR TYPE 613 CAP ADD 0 CAP LOSS 0 CHG REASON HOMESTEAD EXEMPT N PERCENT EXEMPT 0 LAST TRANSFER: AUTH PCT °> UNCAPPED: 00/00/00 THIS YEAR LAST YEAR HEV 0 0 POVERTY EX 0 0 M-GAST EX 0 0 SOLAR EX 0 0 ASSD VALUE 0 0 BO OF REV 0 0 MTT 0 0 SEV 0 0 TAXABLE VALUE 0 0 JULY REG TAX .00 .00 JULY TOT TAX .00 .00 DEC REG TAX .00 .00 DEC TOT TAX .00 .00 r • REAL PROPERTY INFORMATION INQUIRY LEGAL NUMBER 3301 23f126 041 0 0000 S FOSTER AVE OWNERSHIP TAX EXEMPT CODE 03 DNR TR 1982 %REAL ESTATE DIVISION PO BOX 30448 LANSING MI 489097948 TAXPAYER MORTGAGEE CODE 000 DNR TR 1982 a EAL ESTATE DIVISION BOX 30448 NSING MI 489097948 DESCRIPTION (FIRST 8 LINES ONLY) COM AT SW COR BROWN S SUB OF A PART OF OUTLOTS A & B%OF SNYDERS ADD, TH S 114 FT, E 129 FT, N 114 FT, W 129 FT TO BEG; SEC 23 T4N R2W 0 TAX YEAR 1996 PXRIN2 START YR 1971 STOP YR• 0000 FILE REF DISBURSEMENT UNIT 06 TAX RATE DISTRICT 01 CLASS R TYPE 611 RES NBH 38F COM NBH 30 COMING YEAR CLASS R COMING YEAR TYPE 611 CAP ADD 0 CAP LOSS 0 CHG REASON HOMESTEAD EXEMPT N PERCENT EXEMPT 0% LAST TRANSFER: AUTH PCT ro UNCAPPED: 00/00/00 THIS YEAR LAST YEAR HEV 0 0 POVERTY EX 0 0 M-GAST EX 0 0 SOLAR EX 0 0 ASSD VALUE 0 0 BD OF REV 0 0 MTT 0 0 SEV 0 0 TAXABLE VALUE 0 0 .JULY REG TAX .00 .00 .JULY TOT TAX .00 .00 DEC REG TAX .00 .00 DEC TOT TAX 96.13 .00 0 • • Attachment B Operation & Maintenance Plan • Attachment B Operation and Maintenance Plan ®RAFT CAP MAINTENANCE PLAN it The Remedial Action Plan (RAP) for the subject Property is classified as Limited Residential. As such, residential criteria are being applied to all relevant exposure pathways which have been developed and issued by MDEQ. The Property will be used as a park and is currently zoned residential. After placement of an earthen cap consisting of a minimum of six inches of clay compacted to a density of 90% and six inches of topsoil to support a vegetative cover as specified in the RAP, all surface soils found on the Property will comprise an exposure barrier and will meet the Residential Soil Direct Contact criteria used as a basis for the presumptive remedy for the Property. The City of Lansing, as owner of the Property, will be responsible for maintaining the integrity of the exposure barrier. As part of its regular parks maintenance operations, the City of Lansing will perform monthly inspections to identify and address potential exposure to contaminated soils and ensure the operation and maintenance of the exposure barrier. 40 Exposure barrier repairs will be performed based upon the following trigger mechanisms and according to the following time schedules. • If the top layer of the exposure barrier, comprised of topsoil, is reduced by an amount that exposes the clay substrate, the damage will be noted in a monthly inspection report and the exposure barrier repairs will be completed by the next monthly inspection. • If the exposure barrier is reduced to the extent that contaminated soils underlying the topsoil and clay exposure barrier are exposed, the repairs will be completed within one week of the monthly inspection during which the discovery is made. Repairs will proceed until the exposure barrier repair is complete and the repaired areas have been restored to the original specifications used for construction of the earthen cap including reseeding the vegetative cover. Attachment C DRAFT • Restrictive Covenants • n LJ MDEQ Reference No.: ERD-97-004 is DECLARATION OF RESTRICTIVE COVENANT u This Restrictive Covenant has been recorded with the Ingham County Register of Deeds for the purpose of protecting public health, safety and welfare and the environment. The City of Lansing has received notice of approval from the Michigan Department of Environmental Quality (MDEQ) dated , for a Remedial Action Plan (RAP) that includes land use -based cleanup criteria as defined and set forth in Section 20120a (1)(f) of Part 201 of the Natural Resources and Environmental Protection Act (NREPA), 1994 PA 451, as amended, MCL 324.20101 et sec, for the environmental remediation associated with the property located in theCity of Lansing, County of Ingham, (Property) more particularly described as: LOTS 1, 2, 3, & PART OF LOTS 4,5 & 6 COM NE COR LOT 4, TH S 28 FT, W 20 FT, S 73 FT TO R/W LINE I- 496, WLY 442 FT, N 100 FT +/-, E 129 FT, N 114 FT, E 201 FT, S 144 FT, E 132 FT TO BEG, J L PUTMANS SUB. Property Tax ID Number of Property: 3301 23 126 182 6 As used herein, the term "Ownee, shall mean at any given time the then current title holder of the Property. NOW THEREFORE the City of Lansing, pursuant to Section 20120b(4) of NREPA and Agreement for a Limited Residential Remedy entered by and between the City of Lansing and the MDEQ (LANDUSE-ERD-97-004) hereby imposes restrictions on the Property and covenants and agrees that: • 1. The Owner shall restrict the uses of the Property to those uses compatible with the limited residential land use category as defined in Section 20120a (1)(f) of Part 201 of NREPA, as amended in June 1995, and MDEQ Environmental Response Division Operational Memorandum #14, Revision 2, dated June 6, 1995 or other use that is consistentwith the assumptions and basis for the cleanup criteria established pursuant to Section 20120a (1)(4 Cleanup criteria and associated land use descriptions are located in the Government Documents section of the State of Michigan Library. See the Remedial Action Plan for a description of the limited residential land use category. Uses of the property must be consistentwith the zoning for the property. See Attachment C for a description of the allowed land uses at the Foster Street Abandoned Plating Site. 2. The Owner shall restrict activities at the Property that may interfere with a remedial action, operation and maintenance, monitoring, or other measures necessary to assure the effectiveness and integrity of the remedial action. - 3. The Owner shall restrict activities at the Property that may result in exposures above levels established in the RAP. These activities include: a) Restricting any and all excavation activities at the site without notifying and securing prior approval from the MDEQ. b) Restricting the use of groundwater underlying the property for drinking. 4. The Owner shall provide notice to the MDEQ of the Owner's intent to convey any interest in the Facility 14 days prior to consummating the conveyance. A conveyance of title, an easement, or other interest in the Property shall not be consummated by the Property owner without adequate and complete provision for compliance with the terms • and conditions of this Covenant. DR,e IPT 5. The Owner shall grant to the MDEQ and its designated representatives the right to enter the Pro b Q g P g P ny reasonable times for the purpose of determining and monitoring compliance with the RAP, including the right to take • samples, inspect the operation of the remedial action measures and inspect records. 6. The Owner shall install permanent markers that have been approved by the MDEQ on each side of the property which describe the restricted area and the nature of the prohibitions specified in the provisions of number 2 above and include the Tiber and page number of this Restrictive Covenant as recorded in the Ingham County Register of Deeds. The Owner acknowledges that: a) Surface and subsurface soils found on the Property must be managed in accordance with the requirements of Section 20120c of NREPA and other applicable state and federal laws. b) Contaminated groundwaterwhich is underlying the shall not be used for drinking water purposes. The state may enforce the restrictions set forth in this Restrictive Covenant by legal action in a court of appropriate jurisdiction. The restrictions shall run with the Property and shall be binding upon all future owners, successors, lessees or assigns and their authorized agents, employees, or persons acting under their direction and control, and shall continue until the MDEQ or its successor approves modifications or rescission of this Restrictive Covenant. A copy of this Restrictive Covenant shall be provided to all future owners, heirs, successors, lessees, assigns and transferees by the person transferringthe interest. If any provision of this Restrictive Covenant is held to be invalid by any court of competent jurisdiction, the invalidity of such provision shall not affect the validity of any other provisions hereof. All such other provisions shall continue • unimpaired in full force and effect. The undersigned person executing this Restrictive Covenant is the Owner, or has the express written permission of the Owner, and represents and certifies that he or she is duly authorized and has been empowered to execute and deliver this Restrictive Covenant. IN WITNESS WHEREOF, the said Owner of the above described Property has caused this Restrictive Covenant to be executed on this _ day of , 19_. Signed in the presence of: Witness STATE OF MICHIGAN COUNTY OF INGHAM 0 City of Lansing, Municipal Corporation (property owner name) Witness The foregoing instrument was acknowledged before me this day of ,1998, by of the City of Lansing, a Michigan Municipal Corporation, on behalf of the corporation. • Notary Public Commissioned in County, Michigan My Commission Expires: Prepared by: Wayne F. Morse, Envrironmental Quality Analyst Environmental Response Divsion Department of Environmental Quality Shiawassee District Office 10650 Bennett Drive Morrice, Michigan 48857 • 0 MDEQ Reference No.: RC-ERD-97-005 • DECLARATION OF RESTRICTIVE COVENANT " FT This Restrictive Covenant has been recorded with the Ingham County Register of Deeds for the purl `VA Pil protecting public health, safety and welfare and the environment. The State of Michigan, Department of Management and Budget has received notice of approval from the Michigan Department of Environmental Quality (MDEQ) dated , for a Remedial Action Plan (RAP) that includes land use -based cleanup criteria as defined and set forth in Section 20120a (1)(f) of Part 201 of the Natural Resources and Environmental Protection Act (NREPA), 1994 PA 451, as amended, MCL 324.20101 et sec , for the environmental remediation associated with the property located in theCity of Lansing, County of Ingham, (Property) more particularly described as: COM SW COR BROWN'S SUB OF A PART OF OUTLOTS A& B OF SNYDER'S ADD, TH S 114 FT, E 129 FT, N 114 FT, W 129 FT TO BEG; SEC 23 T4N R2W. Property Tax ID Number of Property: 3301 23 126 041 0 As used herein, the term "Owner" shall mean at any given time the then current title holder of the Property. NOW THEREFORE the State of Michigan, Departmentof Management and Budget, pursuant to Section20120b(4) of NREPA and the Agreement for a Limited Residential Remedy entered by and between the State of Michigan and the is MDEQ (LANDUSE-ERD-97-004) hereby imposes restrictions on the Property and covenants and agrees that: 1. The Owner shall restrict the uses of the Property to those uses compatible with the limited residential land use category as defined in Section 20120a (1)(f) of Part 201 of NREPA, as amended in June 1995, and MDEQ Environmental Response Division Operational Memorandum # 14, Revision 2, dated June 6, 1995 or other use that is consistentwith the assumptions and basis for the cleanup criteria established pursuant to Section 20120a (1)(4 Cleanup criteria and associated land use descriptions are located in the Government Documents section of the State of Michigan Library. See the Remedial Action Plan for a description of the limited residential land use category. Uses of the property must be consistent with the zoning for the property. See Attachment C for a description of the allowed land uses at the Foster Street Abandoned Plating Site. 2. The Owner shall restrict activities at the Property that may interfere with a remedial action, operation and maintenance, monitoring, or other measures necessary to assure the effectiveness and integrity of the remedial action. 3. The Owner shall restrict activities at the Property that may result in exposures above levels established in the RAP. These activities include: a) Restricting any and all excavation activities at the site without notifying and securing prior approval from the MDEQ. b) Restricting the use of groundwater underlying the property for drinking. 4. The Owner shall provide notice to the MDEQ of the Owner's intent to convey any interest in the Facility 14 days prior to consummatingthe conveyance. A conveyance of title, an easement, or other interest in the Property shall not be consummated by the Property owner without adequate and complete provision for compliance with the terms and conditions of this Covenant. 5. The Owner shall grant to the MDEQ and its designated representativesthe right to enter the Property at reasonable times for the purpose of determining and monitoring compliance with the RAP, including the right to take samples, inspect the operation of the remedial action measures and inspect records. 6. The Owner shall install permanent markers that have been approved by the MDEQ on each side of the property which describe the restricted area and the nature of the prohibitions specified in the provisions of number 2 above and include the liber and page number of this Restrictive Covenant as recorded in the Ingham County Register of Deeds. th YA The Owner acknowledges that: F [ a) Surface and subsurface soils found on the Property must be managed in accordance with the requirements of Section 20120c of NREPA and other applicable state and federal laws. b) Contaminated groundwaterwhich is underlying the shall not be used for drinking water purposes. The state may enforce the restrictions set forth in this Restrictive Covenant by legal action in a court of appropriate jurisdiction. The restrictions shall run with the Property and shall be binding upon all future owners, successors, lessees or assigns and their authorized agents, employees, or persons acting under their direction and control, and shall continue until the MDEQ or its successor approves modifications or rescission of this Restrictive Covenant. A copy of this Restrictive Covenant shall be provided to all future owners, heirs, successors, lessees, assigns and transferees by the person transferringthe interest. If any provision of this Restrictive Covenant is held to be invalid by any court of competent jurisdiction, the invalidity of such provision shall not affect the validity of any other provisions hereof. All such other provisions shall continue unimpaired in full force and effect. The undersigned person executing this Restrictive Covenant is the Owner, or has the express written permission of the Owner, and represents and certifies that he or she is duly authorized and has been empowered to execute and deliver this Restrictive Covenant. IN WITNESS WHEREOF, the said Owner of the above described Property has caused this Restrictive Covenant to be executed on this _ day of , 19. Signed in the presence of: Witness STATE OF MICHIGAN COUNTY OF INGHAM • City of Lansing, Municipal Corporation (property owner name) Witness The foregoing instrument was acknowledged before me this day of ,1998, of the State of Michigan, on behalf of the State. Notary Public Commissioned in Ingham County, Michigan My Commission Expires: Prepared by: Wayne F. Morse, Environmental Quality Analyst Environmental Response Divsion Department of Environmental Quality Shiawassee District Office 10650 Bennett Drive Morrice, Michigan 48857 •