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HomeMy WebLinkAboutCOM2003-00093, 00094, 00095, 00096 Environmental Investigation - COM Letters / Memos - 10/10/2001 � 6C a(b — — --------- ..--- --- -- ----- artcrowser.com Delivering smarter solutionsC Op�e V October 10, 2001 ncnorave i Mr. Brian McGinnis Pinnacle Real Estate Boston 23413 SE 17th Place Sammamish, WA 98075 Re: Environmental investigation Chicago Alderbrook Resort East 7101 Highway 106 Union, Washington 98592 1 7626 Denver Dear Mr. McGinnis: This letter report presents the results of our Environmental Investigation at the referenced property located in Union,Washington. The project work scope was completed in Fairbanks accordance with our proposal (02-13-1105), dated August 15, 2001. The property includes Alderbrook Resort(Parcels 1 through 6, 8, and 9) and a wooded area to the south (Parcel 10). Parcel 7, containing a wastewater treatment plant, is not included as part of the subject property. Hart Crowser previously conducted preliminary assessments for portions of the subject property in 1993 and 1996. We understand that you are representing a potential Jersey City r group of buyers who are in the process of purchasing the property from CRISTA Ministries. Our Environmental Investigation provides information on the current conditions and past practices at the property to help evaluate whether potentially adverse environmental Juneau conditions may be present. Our work consisted of a Regulatory Agency Database and File J Review, Site Reconnaissance; Limited Hazardous Building Materials Survey, Limited Sediment Quality and Surface Water Assessment; and Preliminary Natural Resource Assessment. Long Beach Our report begins with a SUMMARY OF FINDINGS AND RECOMMENDATIONS which is followed by our: ■ SCOPE OF WORK; Portland ■ SUBJECT PROPERTY DESCRIPTION; ■ GEOLOGY AND HYDROGEOLOGY; ■ HISTORICAL CHARACTERIZATION; 1910 Fairview Avenue fast Seattle Seattle, Washington 9 8 1 01-3699 Fax 206.328.5581 Tel 206.324.9530 S� Pinnacle Real Estate 7626 October 10, 2001 Page 2 ■ REGULATORY AGENCY DATABASE AND FILE REVIEW UPDATE; ■ SITE RECONNAISSANCE; ■ LIMITED HAZARDOUS BUILDING MATERIALS SURVEY; ■ LIMITED SEDIMENT QUALITY, SURFACE WATER, AND NATURAL RESOURCES ASSESSMENT; and ■ LIMITATIONS. Figure 1 is a Vicinity Map showing the location of the subject property. Figure 2 shows the location of Parcel 10. A site plan showing Alderbrook Resort and prominent subject property features and sample locations is presented on Figure 3. Figure 4 presents suspect asbestos sample locations within two of the buildings. Table 1 lists the suspect asbestos- containing samples and analytical results. Table 2 presents our measurements of lead in i painted surfaces, and Table 3 presents our results of sediment and surface water quality tests. Photographs taken during our site reconnaissance are presented in Appendix A. i Appendix B presents the Environmental Data Resources, Inc. (EDR), environmental database site assessment report Appendix C contains laboratory certificates of analytical results, and Appendix D contains training certificates for Hart Crowser's asbestos and lead paint inspector. SUMMARY OF FINDINGS AND RECOMMENDATIONS Based on the information gathered during our environmental database and file review update, site reconnaissance update, and limited sampling and analysis efforts, the following potential concerns were identified. Subject Property Subs p rty . j Permitting and the Endangered Species Act Limited mitigation opportunities exist within the reach of Alderbrook Creek that flows through the resort property, primarily because of habitat conditions and passage barriers upstream of the resort property. Stream restoration projects must consider conditions throughout the entire watershed. Although localized restoration projects may create or improve habitat within the immediate area, if conditions within the watershed upstream of the restoration project may adversely impact restoration activities, then such restoration will be short-lived and may require extensive, regular maintenance in the future. A Pinnacle Real Estate 7626 October 10, 2001 Page 3 Recommendations Future development at the Alderbrook Resort, especially any development that may require expansion seaward of the existing bulkhead or upgrades to the existing marina, will require the necessary federal, state, and local permits. A U.S. Army Corps of Engineers (Corps) permit is required for certain activities near or in water (waterward of the line of mean high or higher high water or ordinary high water) or special aquatic sites, including wetlands. These activities include: ■ Construction or installation of marinas, piers, wharves, floats, overhanging decks, boat lifts, personal watercraft lifts, intake pipes, outfall pipes, piling, bulkheads, boat ramps, marine railways, dolphins, overhead transmission lines, and buoys; ■ Dredging in navigable waters of the United States; and ■ Discharge of dredged or fill material into the water or wetlands; grading or mechanized land clearing of wetlands; ditch sidecasting in wetlands; soil movement during vegetation clearing in wetlands; and groins, breakwaters, road fills, beach enhancement, riprap, or jetties in waters or wetlands. Depending on the nature of future development, Corps Nationwide permits may be all that is necessary. Nationwide permits are designed to regulate activities having minimal impacts on the aquatic environment. There are 44 Nationwide permits for different types of work i Future projects at the Alderbrook Resort must meet all the nationwide permit conditions including compliance with the Endangered Sources Act(ESA), and regional, general, and s any added special conditions of the Nationwide permit for the project to be authorized by the Corps under such a permit Corps permits can be applied for by using the joint Aquatic Resource Permits Application (JARPA). This joint application may be used to apply for a number of federal, state, and local permits, including Hydraulic Project Approvals, Shoreline Management Permits, Approvals for Exceedence of Water Quality Standards, Water Quality Certifications, Coast Guard Bridge Permits, Department of Natural Resources Use Authorization, and other required Corps permits. Generally, when projects require permitting by a federal agency or have any other federal connection such as funding or oversight, it will be necessary to conduct a biological assessment (BA) to assess the potential impacts of the proposed project on species listed under the ESA. A/ Pinnacle Real Estate 7626 October 10, 2001 Page 4 In the event that a federal agency requires mitigation for a future proposed project, the following mitigation options are available: ■ Decrease the plunge distance at the bulkhead where Alderbrook Creek discharges to the beach (i.e., lower the notch in the bulkhead); ■ If possible, replace the perched culvert that conveys Alderbrook Creek beneath the golf course road with a fish-friendly culvert design; ■ Replace the existing concrete bulkhead with a sloping, terraced riprap bulkhead that incorporates large woody debris and high saltmarsh plants; and ■ Create a buffer strip along the existing bulkhead that incorporates native vegetation, including willows, alders, and fir trees. The buffer strip creates overhanging vegetation that may provide shading and cover for juvenile salmonids using the nearshore area. These represent just a few possibilities for future restoration/mitigation activities. Additional possibilities may exist, or combinations of the above mitigation options may also prove feasible. Any mitigation/restoration plans must be considered with respect to proposed development and potential impacts on adjacent properties. Sediment and Surface Water Quality Sediment samples were collected from three stations on the beach in front of the resort for chemical analyses, including convendonals,total organic carbon, grain size, semivolatile organic compounds, and total polychlorinated biphenyls (PCBs). The first sediment sampling station was located in Alderbrook Creek on the beach side of the bulkhead. The second sediment sampling station was located immediately east of Alderbrook Creek in a 1 plunge pool created by a stormwater discharge pipe located within the bulkhead. The third sediment sampling station was located on the beach in a scour channel at the east end of the swimming pool facility and several hundred feet east of the second sediment sampling y station. Two 14iter water samples were collected from Alderbrook Creek where it discharged to the beach. One sample was submitted for total coliform analysis, and the other was submitted for total nitrate analysis. All of the sediment analytes were undetected or well below applicable sediment quality standards. Coliform and nitrate concentrations in surface water were very low and do not present a concern for water quality to Alderbrook Creek and Hood Canal. No 1 ArN Pinnacle Real Estate 7626 October 10, 2001 Page 5 recommendations for further assessment of sediment and surface water quality are given at this time. Analytical results are summarized in Table 3. Hazardous Building Materials Previous sampling and analysis indicated the presence of asbestos-containing materials (ACM) in several buildings on the property. We conducted additional sampling and analysis, and determined that the wallboard of the Lanai Building is an ACM. There was no asbestos detected in the roofs of the Eastwood Building or Plaza Building. It was reported to us by Jim Johnson, the Facilities Manager, that the heat lamps in the bathrooms of the Lanai Buildings have been removed, as have the asbestos-containing flooring in the first floor of that building. A summary of the sample descriptions and analytical results for our limited asbestos survey is presented in Table 1. Based on the previous survey by Argus Pacific and our current work, we have identified or assumed the following ACM to be present at the subject property, at a minimum. Additional ACM may be present within walls, floors, ceilings, or hidden spaces that would not be detected unless extensive demolition were to be performed. i Summary of ACM at Alderbrook Resort t Building Material Type Location Approximate l Quantity Lanai Buildings Roof silver paint and lower layer Throughout 5,200 sf Wallboard, joint compound, and toe Throughout 21,000 sf Plaza Building Flooring(brown stippled) Bathrooms 850 sf -Caulking exterior sealant Balconies 800 If Fire doors Exterior 8 each Eastwood Building, Floor patch material Kitchen 100sf Pool Building, and Window glazing compound Exterior 12 each Meeting Rooms Flooring( ebb Bathrooms 408 sf l HVAC gaskets Roof 2 each Cottages Window glazing compound Exterior 30 each Flooring(lower layer) Bathrooms, kitchens 12,800 sf Red House, Gift Window glazing compound Exterior 30 each Store, and Facilities Flooring(mixed) Gift Shop 600 sf Warehouse Real Estate Building Window glazing compound Exterior 50 each Roofing materials(all three la ers) Roof 2,700 sf /7 Jr� Pinnacle Real Estate 7626 October 10, 2001 Page 6 The sample locations for our current survey are shown on Figures 3 and 4. The Prezant Laboratory reports are presented in Appendix C. jNote that our scope of work was a limited asbestos survey, and our work does not constitute a comprehensive asbestos survey of the property. l Based on the ten X-ray fluorescence measurements made at the subject property, lead- based paint LBP will not like) be an issue during redevelopment of the Plaza Building or P ( ) Y the Eastwood Room Building, nor an issue during abatement and demolition of the Lanai Buildings. Suspect hazardous building materials that will require special handling if the site is redeveloped or demolished includes mercury-containing fluorescent bulbs and associated 1 potential PCB-containing ballasts in the fluorescent lighting fixtures. i Recommendations Before renovation of the buildings (other than the Lanai Buildings), a comprehensive AHERA-level asbestos survey should be conducted in accordance with Washington Department of Labor and Industries and local air pollution control requirements. Confirmed or assumed ACM must be properly removed by a Washington-certified asbestos abatement contractor. Before removal and disposal of fluorescent light fixtures, the ballasts should be checked for labels stating"No PCBs." If not labeled as PCB-free, the ballasts must be assumed to contain PCBs and properly disposed of at a facility approved by the U.S. Environmental Protection Agency(EPA). Also, fluorescent light tubes are now regulated as a Universal Waste, and require recycling or special disposal with a firm permitted to handle that type of waste. Freon systems in use as part of the resort's air conditioning system or refrigeration systems should be evaluated for upgrade to nonfreon refrigerants. Underground Storage Tank An underground storage tank (UST) of unknown capacity was located to the southeast of the Lanai Buildings (Figure 3). At the time of our 1993 site visit, the tank contained about 6 inches of water, with the tank bottom measured to a depth of about 6 feet below grade. The tank may have been installed in the 1920s or 1930s, and is believed to have contained heating oil and possibly boat fuel. According to former owner Wesley Johnson, two boat Pinnacle Real Estate 7626 October 10, 2001 Page 7 fuel USTs were located near the existing UST. Mr. Johnson told Mr. Nathan Stout, Manager of the Alderbrook Sewage Treatment Plant, that the two USTs had been removed some time ago. We understand that the UST observed during our 1993 survey was removed prior to 1996. Washington State Department of Ecology (Ecology) records indicate that the UST r Action (NF A) determination from Ecology. The tank was identified in No Further ) received a ( the letter as having contained heating oil. A copy of the NFA letter is presented in Appendix E. Recommendations The NFA determination indicates that the UST does not present a likely threat to human health or the environment. However, it is possible that some localized petroleum- contaminated soil may exist In the event of future redevelopment including possible excavations in the area of the UST, soil surrounding the tanks should be monitored by an environmental professional to ensure that potentially affected soils are properly removed and disposed of. Removal of the tank should be reported to Ecology. Adjacent Property The Alderbrook Sewage Treatment Plant (STP) located in Parcel 7 was constructed in the 1970s and had a mixed record of compliance with its National Pollutant Discharge Elimination ( System NPDES) per mit conditions from at least 1985 to 1990, according to Y Ecology records. A 1995 Ecology inspection of the STP concluded that the facility was well operated and maintained, and that effluent quality was probably the best in Washington for a municipal discharge. An October 1998 Ecology letter indicates the NPDES waste discharge was modified for . installation of an ultraviolet-light disinfection system. In April of 2000, the fecal count at the facility was found to be "Too Numerous to Count' and the UV crystals were stained. The problem was reportedly caused by chlorinated pool water from the Alderbrook pool mixing with the wastewater facility. The UV system was repaired and 100 percent relative irradiance was reportedly achieved. Recommendation The STP appears to be operating without significant issues or problems; however, the facility should not take on any chlorinated water. t� ALAF 7626 Pinnacle Real Estate Page 8 October 10, 2001 SCOPE OF WORK Our proposed scope of work for this project included the following main tasks: ■ Historical Characterization; ■ Regulatory Database and File Review; ■ Site Reconnaissance; Visit the site and observe subject and adjacent properties for environmental concerns. ■ Hazardous Building Materials Survey; Update previous asbestos survey; and Collect lead paint measurements. ■ Limited Sediment Quality Assessment; Collect sediment samples from Alderbrook Creek outfall and two surface water discharge points, and analyze for total solids; total organic carbon (under the protocols of the Puget Sound Estuary Program(PSEPj); Standard Management Standards (SMS) Metals including arsenic, silver, cadmium, chromium, mercury, lead, and zinc; semivolatile organic compounds; and total PCBs; and .s Collect water sample from Alderbrook Creek and analyze for coliforms and nitrates/nitrites. ■ Preliminary Natural Resource Assessment Determine potential for stream restoration of Alderbrook Creek through the property; and Evaluate impacts of the current ESA and various state and local regulations, placing particular emphasis on threatened, endangered, and sensitive species when permitting new projects. SUBJECT PROPERTY DESCRIPTION The subject property is the Alderbrook Resort, located in Mason County, approximately 1.5 miles east of Union. Our work focused on Parcels 1, 2, 3, 4, 5, 6, 8, 9 (Figure 3), and hillside A 7626 Pinnacle Real Estate Page 9 October 10, 2001 Parcel 10 (Figure 2). We understand that the parcels not included in the current property transaction are the golf course and STP. We also understand that the Waterfront Lot and Highway Lot are to be sold shortly after property transfer of the Resort is completed. GEOLOGY AND HYDROGEOLOGY The location of the subject property in relation to Hood Canal and southern Puget Sound is shown on Figure 1. Parcels 1, 2, and 3, which all lie north of State Route 106, are typically level in the east-to-west direction and slope gently north down toward Hood Canal. Alderbrook Creek cuts the waterfront parcels in half, flowing into Hood Canal. The remaining parcels of the subject property are located south of State Route 106 and are typically level on the east-to-west access routes, but slope upward to the south. Beach Drive, the primary access route to the Alderbrook Golf Club and Golf and Yacht Club Estates, is located on the south side of State Highway 106. Beach Drive meanders to the top of a plateau, which is approximately 500 vertical feet above State Route 106. Adjacent unplatted land to the east and west of the lots are comprised of steep, heavily timbered ravines and two drainage basins that flow north to Hood Canal. i The main portion of the estates development is located on the top of the plateau,which is typically generally level. The golf course covers much of the upland portion of the development According to a preliminary foundation investigation completed beneath the subject property T along the waterfront in 1990, the native soil beneath the subject property consists of .T outwash deposits that.have been glacially overridden with localized areas of imported fill. . The upper soils consist of a variable thickness of fill material placed as a result of early regrading of the area. In some places the fill is nonexistent and in other areas may be 10 1 feet in depth or deeper. This fill generally consists of loose silty sands. Soil below the fill generally consists of very dense, granular soil over hard, silty clay. The granular soils are slightly silty with gravely sand and sandy gravel interbedded with discontinuous thin layers of slightly silty, fine to medium sand. This soil unit was generally observed to a depth of about 80 feet below the surface. Hard, silty clay was observed below the granular soils between depths of 80 and 90 feet below the surface (the limit of exploration). With the exception of near-surface fill, it appears that the underlying natural soils are predominantly dense to very dense but are relatively permeable. A r� 7626 Pinnacle Real Estate Page 10 October 10, 2001 HISTORICAL CHARACTERIZATION We previously researched the history of land use activities on the subject property and adjacent sites to identify potential sources of contamination or activities that could impact the subject property. Historical characterization of the subject property and the adjacent sites was developed from the following sources: ■ USGS Topographic Maps (Union Quadrangle- provisional edition 1985); ■ County Atlases (Metsker Maps- 1941, 1955, 1969, and 1988); I ■ Aerial Photographs (U.S. Army 1945, Walker and Associates 1978, and Washington State Department of Natural Resources 1981); ■ Mason County Department of Community Development records; ■ Mason County Department of Environmental Health records; 1 ■ Washington State Department of Health, Southwest Drinking Water Operations records; ■ Mason County Historical Society Records; ■ U.S. Department of Agriculture Soil Survey Reports (1951 and 1960); ■ Water Supply I Reports (State of Washington Water Supply Bulletin.No. 29, 1970); P ■ A 1995 Hart Crowser Oversight of Hazardous Waste Removal from the Warehouse Area; and ■ Information provided by Jo Pigg of First Interstate Bank; Virginia Johnson, personal representative of the Frances Johnson Estate; Nathan Stout, manager of the Alderbrook Sewage Treatment Facility; Lee Cameron, manager of the Alderbrook Inn; Dwayne Ehrich, superintendent of the golf course; Elaine Crateau of Mason County Public Utility District No. 1; and Sandra Brentlinger, Manager of the State Department of Health Drinking Water program. /7 7626 Pinnacle Real Estate Page 11 October 10, 2001 A Chain of Title was not available for review. Based on our past work at the property and a conversation with Brian McGinnis, we understand that the property was owned from the late 1950s until 1998 by Wesley Johnson (or his estate from 1991) until CRISTA purchased the property in 1998. Dates in the text refer to historical records and provide an approximate indication of the period of operation for each business or activity identified, except where otherwise explicitly stated. Subject Property Historical information on the immediate area was available for the we preperioumethe'or to subjec913. on the Given the nature of current undeveloped land property, property was primary undeveloped forest and bealcrh 927'prior r. Stumer sold thelnnto Clara rook Resort was developed in 1913 by Henry Stumer. Eastwood and Jessie Mustard. Ms. MustaMaEastw sold ooherd expanded thee land holdings o subject property to Eloise Flagg. In the 1930s, Ms. Flagg ands 360 acres and developed the grounds and facilities at Alderbrook Inn. In 1947, Ms. Flagg and Ms. Eastwood sold Alderbrook to the Schafer Logging and Lumber Company of the inn Aberdeen. At this time, improvements were made on the subject property. Y� was remodeled and 21 cottages were constructed. In the late 1940s, the Dickman Lumber Company bought Alderbrook Inn and operated it until 1959. At this time, Wes Johnson bought the Alderbrook Inn property and subsequently made several improvements on the property,which included the following: a motel facility and adjacent meeting rooms at the east of the se and ninecomplex holes n619 Oe the first nine holes of the Alderbrook Golf Course in 1966 and the '1 Golf and Yacht Club Estates,with the first homes built in the late 1960s; a water company -� formed at the time of the development of the Yacht Club and Estates; the STP constructed in 1978; and remodel of the Alderbrook Inn in 1979. The STP was Upgraded in 1989-90, 1 and Nathan Stout was hired to manage the system. The Hart Crowser 1993 preliminary environmental assessment noted the exterior south yard rea with abandoned vehicles, equipment, of the warehouse area (Figure 3) to be a salvage a an above-ground storage tank (AST), and miscellaneous"junk." An illegal septic system was identified at the southwest corner of the building exterior. The illegal septic tank was removed in 1995. According Se Lee Cameron, the tank was a 55- The tenant was also re po s ble gallon drum illegally installed by a tenant of the wareho for the debris and petroleum products stored in the yard. The tenant has since vacated the subject property. !1 �r 7626 Pinnacle Real Estate Page 12 October 10, 2001 In January 1995, Hart Crowser returned to the site with Burlington o includenmenta d an AST and observed waste left in the shed and around the building o approximately containing diesel fuel, four 55-gallon drums appearing to contain diesel fuel, app y twelve 5-gallon pails which contained lubricants we e1nts, and standing on andly otheozen 1- gallon paint cans. The 55-gallon drums of diesel plywood appeared to be oil-soaked. In February 1995, Burlington Environmental repackaged like ma rialshe into containers aste for disposal. suitable for transport, and collected samBlin les urecessary to ton Environmental personnel, and collected Hart Crowser observed the work of the g composite samples from a stockpile of soil and debris excavated during the septic tank removal (Sp-1); from a stockpile of scrap wood, soil, residualand val from a burn rious locations'in le ils (SP-2); and five surface solesm were submitted l for through SS-05 taken from analysis of volatile aromatics, total the storage yard. The samp petroleum hydrocarbons (TPH), PCBs, and Resource Conservation and Recovery Act (RCRA) metals. ! Results of the analysis found two samples to have TPH concentrations slightly above Ecology's former Model Toxics Control Act (MTCA) Method A residential cleanup level of 200 mg/kg. The current cleanup level for diesel- and oil-range TPH is 3,000 mg/kg. The stockpile sample (SP-1) from the septic tank excavation and a surface of 210 anfdsample 240 mg/kg,3) from the southeast exterior of the building had concentrations respectively. Sample SP-1 also had a concentration of 1.4 mg/kg methyleneS-c0hloridde,s�4e the Method A level of 0.5 mg/kg. Cadmium concentrations in SP-1, SP-2, S ranged from 4.4 to 7.4 mg/kg, above the Method A cleanup level of 2.0 mg/kg. All other analyte constituents were either non-detect or below the Method A cleanup levels for the project samples. According to Mr. Cameron, the stockpiles, identified affected surface soils, and repackaged waste materials were removed from the site later in 1995. We did not acquire any documentation to verify this removal during our so of the surface soils nreview. However, tthe identified observations indicate the materials have been removed, and s areas have been scraped. Surrounding Properties Sanborn maps and city street directoriewere nnMe�kerSt Street Atlases ble on the on thect osubj property, Therefore, the following discussion is based 7626 Pinnacle Real Estate Page 13 October 10, 2004- property for the years 1941, 1955, 1969, and 1989. Surrounding properties discussed are located within 1 mile of the subject property. In 1944, residential tracts are the predominant feature west of the subject property. Mason County owned several parcels of land to the west. Simpson Logging Company was located to the south, while residential properties and Northern Pacific appeared to the east of the subject property. In 1955, Simpson Logging Company appeared to have expanded its operations in the vicinity, particularly to the east of the subject property. In addition, the Kirk Realty Company owns the parcel to the west of the subject property. Residential tracts, however, are the predominant feature west of the subject property. In 1969, Alpine Evergreen, which appears to be a Christmas tree farm, owned the parcel to the west of the property. The Kirk Realty Company appears to have expanded during this time to areas west/southwest of the subject property as well. Simpson Timber dominates areas to the east of the subject property,with interspersed residential tracts. Residential tracts are still the predominant feature west of the subject property. In 1989, residents, the Kirk Realty Company, and Alpine Evergreen Company owned parcels to the west of the subject property. Simpson Timber dominated adjacent areas to the immediate south and east of the Alderbrook properties. I 1 REGULATORY AGENCY DATABASE LIST AND FILE REVIEW I This section describes the regulatory agency database lists reviewed for sites of concern by Environmental Data Resources, Inc. (EDR). EDR is a firm that acquires data from government agencies on various media such as magnetic tape, disk, and hard copy. The purpose of the regulatory agency database list review was to screen for potential sources of contamination or activities of environmental concern screened fors sites of potential c concern in properties. The agency-published databases we general accordance with current American Society for search was based on Materials current agency standards. Because our regulatory agency database records, our results are only as accurate as the records provided._ ■ Regulatory agency database lists reviewed and approximate search distances from the subject property are detailed below: rj 7626 Pinnacle Real Estate Page 14 October 10, 2001 ■ Environmental Protection Agency (EPA) National Priorities List (NPL) (April 2001) -List of "Superfund" sites; search radius of 1 mile; ■ EPA Region 10 Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS) List(March 200ffor possible n are clusioneither onproposed to or are on the NPL and sites currently being reviewed NPL; search radius of 1/2 mile; ■ EPA Emergency Response Notification System List r llsgust search fo)r su List bj ct reported CERCLA oil or hazardous substance releases o spills; ro e P p rty; ■ EPA Region 10 Resource Conservation and Recovery Information System (RCRIS) List (June 2000) and trans orters of hazardous Treatment/Storage/Disposal (TSD) -List of generators p waste, and TSD facilities; search radius of 1 mile; enerator (LQG), Small Quantity Generator (SQG) -List of facilities Large Quantity G that qualify as large or small quantity generators of hazardous wastes under RCRA; search radius of 1/4 mile; } ■ EPA Region 10 RCRA Corrective Action Sites (CORRACTS) List(March 2001) :List of RCRA facilities which are undergoing corrective action; search radius of 1 mile, ■ EPA Region 10 Superfund (CERCLA) Consent Decrees (CONSENT) List(Variable)-List of major legal settlements establishing responsibility and standards for cleanup at NPL sites; search radius of 1 mile; ■ EPA Region 10 Facility Index System (FINDS) List (July 2000) - Lists both facility information and "pointers" to other sources that contain more detail; search for subject property; ■ EPA Federal Superfund Liens (NPL Liens) List (October 1991) - List of filed Superfund liens; search for subject property; ■ EPA PCB Activity Database System (PADS) List disposers ol 'sts generators, f PCBs who are transporters, commercial storers, and/or brokers and Pers required to notify the EPA of such activities; search for subject property; A 7626 Pinnacle Real Estate Page 15 October 10, 2001 ■ EPA Region 10 RCRA Administrative Action Tracking System (RAATS) List (April 1995) - List of sites under RCRA pertaining to major violators undergoing enforcement actions, search for subject property; ■ EPA Region 10 Toxic Release Inventory System (TRIS) List (December 1998) - Inventory of toxic chemicals emissions from certain facilities; search for subject property; ■ EPA Toxic Substances Control Act(TSCA) List(December 1998) - Identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list; search for subject property; EPA Delisted NPL Sites (Delisted NPL) (April 2001)-Sites identified for deletion from the ■ NPL where no further response is appropriate; search for subject property; ■ EPA No Further Remedial Action Planned (NFRAP) List(March 2001) -Identifies sites that have been removed from CERCLIS; search for subject property; ■ Federal Records of Decision (ROD) List(September 1999) -List of Superfund Sites where ROD property has been developed; search radius of 1 mile; ■ U.S. Department of Transportation (HMIRS) List(December 2000) -List of hazardous material spill incidents reported to DOT; search for subject property; l ■ Nuclear Regulatory Commission (MLTS) List(January 2001)- List of sites which possess or use radioactive materials and are subject to NRC licensing requirements; search for subject property; ■ Washington Confirmed and Suspected Contaminated Sites List(De Sartment of 01) -Ecology List of sites currently being investigated by the Washington State p (Ecology) under the Model Toxic Control Act(MTCA); search radius of 1 mile; ■ Ecology Hazardous Sites List(HSL) (February 2001)- List of sites assessed and ranked using the Washington Ranking Method (WARM); search radius of 1 mile; ■ Ecology Leaking Underground Storage Tank (LUST) Site List (June 2001) - List of registered leaking USTs in Washington; search radius of 1/2 mile; ■ Ecology Underground Storage Tank (UST) Registration List (June 2001) - List of registered USTs in Washington; search radius of 1/4 mile; tw 7626 Pinnacle Real Estate Page 16 October 10, 2001 ■ Ecology Solid Waste Facilities/Landfill Sites (S F (September 2000) is adius of 1/2m le; and permitted solid waste landfills operating in Washington; ■ Ecology Independent Cleanup Reports (ICR) (May 2001) - List of sites undergoing cleanup for which reports have been received by Ecology from either the owner or operator; search radius of 1/2 mile. EDR conducted a review of the regulatory agency database lists indicated above. The report of the database search provided by EDR includes a list of databases searched, a statistical profile indicating the number of properties within 1 mile of the subject property, selected detailed information from federal and state of lists,e subject property. The EDR map rtrating eportis the identifiable and mappable sites within 1 mile presented in Appendix B of this report Refer to the EDR report for more detailed information and additional local database lists reviewed. On September 10, 2001, we filed a request to Ecology to 1�Adam Chawes of Hart es under the Freedom of Information Act for the Alderbrook Resort On September Crowser reviewed the Ecology files for Alderbrook Resort The following summarizes the results of the database search and Ecology file review. i Subject Property Alderbrook Resort was identified on the RCRIS Small Quantity Generator(SQG) and FINDS ' m April 1997. It resulted in raw lists. Alderbrook inn reported a sewage spill to Ecology' sewage release of between 1,500 and 2,500 gallons to the lawn of the resort The pipe was reported to have been fixed. Laundry bleach was applied to the standing pools of sewage to kill bacteria. No bleach was applied to the grass. No sewage was reported to have entered the Hood Canal. Alderbrook Resort had another raw sewage spill reported to Ecology in June 1999. It was etween the lant and reportedly caused by a leak in the effluent line b who e the pill,pndicated the new outfall located behind the pool. Mr. Nathan Stout, reported to Ecology that he was planning to replace the cast-iron pipe with new 6-inch-diameter PVC pipe. The Dangerous Waste Annual Report filed by Alderbrook Resort in 1999 reported that no dangerous wastes were generated by the resort during 1998. A 7626 Pinnacle Real Estate Page 17 October 10, 2001 Adjacent Properties The Alderbrook STP was originally constructed in the 1970s. Most of the available file information dates back to the late 1980s through present. The first NPDES permit was issued in April 1975 (a copy of which was in the EPA Region 10 file), and was amended in July 1978, with the expiration date in 1980. Regulatory agency records do not contain a copy of a permit being issued for the years 1980 to 1985; it is presumed that the file is incomplete. A permit was issued from March 1985 to March 1990. A 1991 brook Ecology a compliance summary states that during the history of the permit, mixed record of compliance based on discharge monitoring reports (DMRs) and Ecology inspections. The summary states that compliance, recordkeeping, and laboratory procedures have been excellent since August 1989. According to an Ecology compliance summary, the STP violated biological oxygen demand (BOD), total suspended solids (TSS), and fecal coliform discharge standards 45 times during 1985 and 1986. The year 1987 was relatively compliant From November 1987 to December 1988, 73 violations occurred, many for not reporting data parameters. Several facility operators were employed over this 3-year period. In July 1989, an Ecology inspector noted serious wastewater discharge permit violations, according toe Ecology o y co treiance ated ted summary. It is reported that the outfall pipe was broken on the h and Pa j sewage was escaping from the pipe. The state enjoined the facility from discharging,into Hood Canal for 30 days. + Then-owner Wesley Johnson was fined $80,000 by Ecology in February 1990 for failure to properly operate and maintain the STP, provide adequate'biological"wastewater treatment, submit wastewater DMRs, employ a certified treatment plant operator, and entere the d into a pipe. Mr. Johnson app tfall ealed the penalty, and Ecology and Mr.Johnson Stipulated Agreement in August 1990, under which theyare currently operating. A new l permit was effective April 1991 and expired April 19 The 1991 and 1992 annual DMR summaries show analytical results for flow rate, BOD,TSS, hese fecal coliform, pH, and residual chlorine. Reviewer flow r e was e ceeded ommaries nce in nt1991, nonconformances: the maximum monthly efflu but effluent quality was not affected; two daily pH violations were noted in 1991; and one residual chlorine exceedence was noted in 1992. Note that a detailed review of DMRs and other STP compliance issues was not within the scope o our efforts. cOur e review ew of regulatory data was intended only to indicate areas of environmental i 7626 Pinnacle Real Estate Page 18 October 10, 2001 In June 1993, 200 to 300 gallons of untreated wastewater a e a discharged truck. Ecology ainto Hoon d the Canal when a cleanout cap on a sewer main was damaged from p gru Mason County Health Department were notified. A May 26, 1995, Ecology inspection found the STP to be operating well, with the entire wever, there was evidence of grease in facility reported as clean and well-maintained. Ho the clarifier and the chlorine contact chamber. Theinspection opta ttochamber, theenfluent grease will that as long as the grease is frequently skimmed off in the chlorine not have a negative impact on effluent quality. 08 and 0.3 operator (Jeff mg/L to get adequate fecal s maintaining the residual chlorine level between 0. coliform kill. The fecal count on May 22, 1995, was Too Numerous To Count Mr.Wood increased the chlorine feed rate and re-sampled the next ll within the re-sampled fecal coliform permits. was back within compliance. The effluent TSS was V In 1995, Ecology proposed modification of the NPDES permit to L based on the aloe the ncy oda�e maximum receiving ng of residual chlorine increase nd from e effluent�The proposed changes were made by water(Hood Canal) to mix Ecology. Comments were received from the public and addressed in a memorandum titled 'Response to Comments, NPDES Permit Modification! The Washington State Department of Health responses included the following conclusions: ■ Alderbrook Inn STP wastewater does not reach the shoreline; ■ Alderbrook effluent is vastly better than other area septic tanks; ■ The discharge should not affect shoreline shellfish; ■ Effluent quality is probably the best in Washington for municipal discharge; and ■ Alderbrook STP has an operator with proper credentials. A March 20, 1996, letter from Ecology to Jeffrey Wood announced an Exemplary i Compliance Record for the Alderbrook STP. Ecology awarded Alderbrook STP with an "Outstanding Waste Water Treatment Plant" award. The award distinguishes communities for operating efficient facilities and protecting receiving waters. An October 8, 1998, Ecology letter indicates the NPDES waste discharge permit issued for this facility on April 9, 1991, was modified. Following the e CRISTA Ministries purchase of the Alderbrook Resort, the request of the change of ownership of the Alderbrook Water Company was reflected in the permit effective October.1, 1998. An October 19, 1998, Ecology letter indicates that the plans and specifications for installing the at the fac-light (UV) disinfection system was approved. In�April crystals werecal tainednThe problem was ty was foun d to be Too Numerous to Count an A 7626 Pinnacle Real Estate Page 19 October 10, 2001 reportedly chlorinated pool water mixing with the wastewater facility. All six crystals were replaced and 100 percent relative irradiance was reportedly pool water.OThe fecal cou00'fo e wastewater facility took in about 803 gallons of c P that day was reported as 1. SITE RECONNAISSANCE Subject Property On August 31, 2001, David Chawes of Hart Crowser conducted a site reconnaissance to observe the subject property. The property contains an assortment of buildings, cottages, and landscaped grounds associated with the Ade material , rbroo�R sort al handling and sNorage was significant nt use of chemicals, petroleum products, or hazardous noted during our visit The resort facilities include a heated indoor pool. Chemicals stored at the pool include muriatic and hydrochloric acid. The materials were contained in a storage locker and appeared adequately maintained. Heat systems for the pool and kitchen are propane-fired. All other heat systems were electric. Propane ASTs are located west of the Plaza st oBuilding and south the Plaza Building. No leaksf the lfrom the hydraulic trash compactor was located to the v compactor were noted. _l were observed. The UST No visual indications of USTs (vent pipes and fill ports993.) Lee Cameron the general manager - i located near the Lanai Building was removed n of Alderbrook Inn during our 1996 visit, stated that the UST may have been used for storage of boat fuel for a dispensing pump formerly located on the boat dock. According to the STP manager, Nathan Stout, former owner and resort developer Wesley Johnson had recalled that two gasoline USTs were located near�ckxiMr.gohnson told Mre two gStoline USTs were ut that the two related to the fueling activities at the boat USTs had been removed some time ago. ined All surface-mounted transformers (Figure 3) were inspected, and all ol Building weae not/n petted, labels. The subsurface transformers to the south of the Po but it is assumed they also do not contain PCBs. A warehouse located on Parcel 4 is used for boat storage (ground floor) and a wood shop (loft). A 20-gallon drum of motor oil was observed on the south side of the warehouse. No A 7626 Pinnacle Real Estate Page 20 October 10, 2001 I staining was noted on the ground nearby. A pile of wood waste was observed approximately 100 feet south of the warehouse. The subject property sewage is served by the wastewater treatment plant on Parcel 7. Exceptions to this are on Parcel 3: the gift shop (cess pool filled years ago; building now utilizes an incinerator toilet), and an abandoned house (septic system house would not cess pool at Gift Shop and the potential septic tank for the abandoned likely present a significant concern for contamination. Parcel 10 was observed from the private road leading up to Alderbrook Golf Club. The parcel appeared to be a densely wooded hillside. Adjacent Properties On September 13, 2001, Adam Chawes of Hart Crowser conducted a site reconnaissance to observe the current adjacent business/land use. Ms. Cecile Lipscomb of Alderbrook Resort accompanied him. Adjacent properties at the resort include residences to the east and west,woodlands to the south, Hood Canal to the north, and the STP adjacent to Parcel 8. Parcel 10 is bisected by a iresidential parcel. Alderwood Golf Club is located farther south on a residential plateau. Maintenance and repair of golf course vehicles and equipment are still performed in the golf course maintenance yard. Some surficial staining of the paved surface of the yard was noted i (Appendix A, Photograph 9). This does not present an issue to the subject property because the maintenance yard is at least one-half mile away from the subject property, We did not observe visual indications of USTs (vent pipes or fill ports) at any of the surrounding properties. hat would suggest adverse We did not observe any other indications at adjacent p s were limited to what we impact to the subject property. Our observations of the properties could view from the roadways or parking lots of these properties. I mrw 7626 Pinnacle Real Estate Page 21 October 10, 2001 LIMITED HAZARDOUS BUILDING MATERIALS SURVEY On September 13, 2001, Adam Chawes, a Hart ec ArCMs and lead paint in the subjec Building Inspector, conducted a limited survey of suspect property improvements. On October 5, 2001, Rob Roberts, also an AHERA-Certified Asbestos Building Inspector, collected samples of additional suspect ACM. Asbestos was detected in nine of twenty samples collected. See Table 1 for details of the asbestos sampling and analysis. Lead measurements on painted surfaces were non-detect to 0.1 mg/cm'. Exterior paint on the deck of the Plaza Building was non-detect for lead. See Table 2 for details of the lead measurements. The inspectors conducted a walk-through of the improvements to observe suspect ACM and to collect representative samples of homogeneous materials that were encountered. Samples of suspect ACM were collected from the improvements. We submitted collected samples to Prezant Associates, a laboratory that uses polarized light microscopy (PLM) according to the test methods specified in 40 CFR 763 Subpart F,Appendix A. Samples with more than 1 percent asbestos.are considered ACM. A summary of suspect ACM samples and results is presented in Table 1. Suspect asbestos sample locations are shown on Figures 3 and 4. Certificates of Analysis are provided in Appendix C. This survey was not a complete AHERA-level survey. Therefore, additional ACM may still be present. I Lead content of paint was measured with ahand-held x-ray fluorescence spectrum analyzer (Niton XL), that can measure lead in paint down to the substrate without damaging the paint llayers. LIMITED SEDIMENT QUALITY, SURFACE WATER, AND NATURAL RESOURCES ASSESSMENT The objectives of the assessment were to collect sediment samples from the beach fronting the resort and water samples from Alderbrook Creek for chemical analyses, as well as to assess habitat suitability of Alderbrook Creek for anadromous salmonids. The habitat survey was conducted to assess the availability of potential mitigation sites in the event of future resort development. The beach fronting the resort is gently sloping, consisting of coarse sand and gravel with cobble. At the time of the survey, there was a -0.19-foot tide, exposing oysters beds on the lower beach. A concrete bulkhead approximately 3 feet high is located on the upper beach, with a lawn area located on the upland side of the bulkhead. /7 7626 Pinnacle Real Estate Page 22 October 10, 2001 Alderbrook Creek, located within Water Resource Inventory Area (WRIA) 14, is approximately 1.3 miles long (Williams et al. 1975), originating in the hills south of the resort The creek passes through a number of culverts, including m major culvert fe t that carries the creek under State Route 106 to the resort property. Approximately 100 eek runs through the resort property and is located immediately westof the Ae Photog resort raph rant, discharging to the beach through a notch in the bulkhead (Appendixg P ) creek plunges approximately 1.7 feet from the notch to a shallow plunge pool on the beach (Photograph 2) and flows across the beach to Hood Canal. The width of the creek in the reach that was surveyed varied in width from 3 to 6 feet and varied in depth from approximately 4 to 12 inches. Stream substrate consisted of coarse gravel and small cobbles without noticeable embeddedness. Water clarity was good with no noticeable suspended solids. Williams et al. (1975) reported that chum salmon (OVecor ydnchus keta) and coho salmon (O. kisutch)may use the creek, but this has not been Sediment and Water Samples Sediment samples were collected from three stations on the beach in front of the resort for i chemical analyses, including conventionals, total organic carbon, grain size, semivolatile organic compounds, and total PCBs. Samples were collected with precleaned stainless steel spoons. Separate spoons were used at each sample station to avoid cross contamination of sediment samples. Samples were collected in precleaned 1-liter glass jars supplied by Analytical Resources, Inc., of Seattle, Washington. Every attempt was made to collect sediment samples in depositional areas and to avoid coarse sediments; however, tidal action along the beach removes most finer-grained sediments. The first sediment sampling station was located in Alderbrook Creek on the beach side of the bulkhead. The station was located within the streambed approximately 27.5 feet north of the plunge pool in a depositional area, although the sediments consisted primarily of sand and pea gravel (Appendix A, Photograph 2). The second sediment sampling station was located immediately east of Alderbrook Creek in a plunge pool created by a stormwater discharge pipe located within the bulkhead (Appendix A, Photograph 3). The plunge pool, which abutted the bulkhead, was approximately 18 inches in diameter and 8 inches deep. No water was present in the plunge pool at the time of sampling. Sediments were collected from depositional areas along the sides of the plunge pool depression, consisting primarily of coarse sand and pea gravel. Excavation of sediments from the bottom of the plunge pool revealed that the substrate was deposited over a portion of the foundation of the concrete bulkhead. • Alderbrook Creek discharge to beach on Hood Canal Plunge distance.approximately 1 7 feet-.(8/3,1YO1 ) + a,+ t• y�+4: ,��s _ •` ;• ' ��+ �� :fie •., ^a jr...•.i''�•�lZ��•`-7r•'►'•�r' �'�"�V .Y «' :�'.,.�:�y 7�•ti° "••MT�wr t.y:!4a..-t. • : ,: ;•'�:. .... '�1t.•fit• `'*=~ w:�':Y�'e j +=•t'`�w'•" •.�s...y �'•+af•f t+ «.. .;;r+•':= + <.�... .�f., •� fir:. ti.M,:.:o ',.j -���"--�:'..•. + �'- �.j. `i�..�.1�•,• It .r;s•,..,r�•� ••.. ��•'F ♦ I �� �-. .. .••• � � .. v is �, �p:a sr•t: `' ±.,'�•j +yYS,jt�•A y. •�,., ...r.''�..::- T. a .•��.-'w ',••,•tom a1,. ��•A1 � � •vim 'I�J. S•. �J• •/,�.V7 ti•.. • ��+,+y.•i..ti• q4 �' Jr •.�i�,;ra�•v+��:i,�ri .. �.•a�� ���• `ram•• `►r1:y•R 4 .•� �'").•• .�.. `• ' t {2� L,4cation of Aldeecbrook•Cr$ek sedient le. •• - 7.5 feet from plunge'pnc . (8/31/01) 'Same�Qlct��! `�.'." t ,new ..J•:e .1i:.'� •��I✓ �: �5r��r•'�,.F:':cam;w•► t�^il,:a• . .w. _ �;�- - : .i •'wi i• t�� �+ice L=�^`j+��Y� � ��4r,..!_a =r• Who . •s it �• �, .''•7JS�.'.:...`:+•;;+.:� •`'s.=� -_ _ _ .�:' . Jv ' •:. -• — � '7,S�:S:•-� yam• ,�; .f". �, _ •i. �•.I. .::. ••^•�.;'•Kr��•4~..Y�ti:♦ Ate•. ti � •. '' ••� y y. ..i{.' • :�� �•�?.�y(r�'•.i�':•;:•1..r,+�.� "w`Ij�•ice. ow dO AP ♦ ..' .I, 'iE•=•� .rf.., yam• :�'• .••t:. ' .- •s t.r. ': f:� :w.i `• tom• .: 6.4 • � � �t , r/'i'1;•�•/'•' Y-�•'_ •.• �� *.s•.fir•.. •Y. . ...� y���y4 1.{ .'JS:..ti•`-a�/,�ijtp�i•�j!� ` �/jpe��� " i.1i ':-•.:Lid.'� :�{:}Ft�j,C:'/�h:-..:`"j�,•• �i l �.� i•.�. i jv �h ` o'er ! -f t" i�► - •,�it! �Si`':'►Y • '�� '3� i 1'•rip l %•! . ' .T�.'1c r. �.��� f f- .�.;•: .. )�� �•,� �,,.� .+='a�-+ice �s�i�}�.,:�- t/ lrlek +� K-'''a`.f•/��..?.•�� . r •Y^'tf_r�QI•. .Mz��•• .U� .i�!ys�". `. ••�Ar�t,�g� '.: �i- +rIM' � •� .Ni�•�- \�Mi ''s ria f•�. i ti s`. •1�-Jf.Aa�,1 `? �.:��•+ .r�� T�� .I ry � r•A�1r�� �•./�•1�. ., Y• !,��:,_'�7'ij'i��.1C/�4 � ��JY�(/ , '74yit�'Y.i • ri.• � , -1 �'� �/(1'4!r1�,-�•ur •��4'•iI' �j.^���� . 4,19 �.?= I / f�lifj.'.�• 6;jL..•�r��iw.,••+•�:• i'y►- . '• :'fi�6-•'`%,•••' • ,, I'f r�" : '�`c�s f ;' - ''r,ai!� 's";= -y:��*,, `�%ma's. '� w�Ni +�•�+•�� �\��.��✓:�If,�ti�f�4:.Y/,`. .fr.-.w� I '• 1���.•�/i'a' i::.;�! �•:•IIL'� _1 >)�r•r:�( ��'Ji��• i�i• �'•v Z•t�: .Y /� ' .tl�I I.J,�r.':.4.^• •��.:.'f•.. ' .• %N{ate.^ N P.I., .t •.. ri Y .. 4 , Yam.:1�.w � „•'N Nle 4.1 Zwe PIP • . ��'. ��•• +q�,'�. � is ��, a>••• :9 ;� �1� •,grait ast ink�f.., Qok C ilt io rest�ucar� Q.rbrook= ('3 10 1). , . if �� l��+ice. � - /�_.. i •>>. 1 ) Concrete culvert for Alderbrook C M ek running under ' de of-road. Cu vert"approximately wy. 106 on south sr 3 ft. in diameter (Alde )rqo� 8/31- /0�}. •N fop Ip ILI Alf- se P 10 r �yT. � • � \��'f:,�iy� -+•''•r:7 :sA:":.� vl �'' yr- � .1-,�,a,.jr�=� ,a;;r :,�.�. � 'F'�{ • •. .. -y, .Y� . '•Y vim' _y i' ��! = - af-• • Hart Crowser 7626 Photograph 9 Golf Course Maintenance . • Noteon . • �J< Pinnacle Real Estate 7626 October 10, 2001 Page 23 The third sediment sampling station was located on the beach in a scour channel at the east end of the swimming pool facility (Appendix A, Photograph 4) and several hundred feet east of the second sediment sampling station. The scour channel appeared to have been created from discharge from an exposed and fractured concrete pipe exiting to the beach behind the swimming pool deck. Samples were collected from a depositional area located approximately 9.3 feet north of the intact concrete pipe. A number of sections of broken concrete pipe were located to the east of the intact pipe and appeared to have been separated from the intact pipe. Water Samples Two 1-liter water samples were collected from Alderbrook Creek where it discharged to the beach (Appendix A, Photograph 1). Samples were collected by suspending the jars into the stream as it passed through the notch in the bulkhead. One sample was submitted for total coliform analysis, while the other was submitted for total nitrate analysis. Stream Assessment A stream assessment was conducted on approximately 500 feet of Alderbrook Creek from its discharge point at the beach to a point east of the golf course road. The assessment was done to determine current habitat conditions for salmonids and to assess the potential for habitat mitigation along the creek that flows through the resort property. Regulatory Drivers for Habitat Assessment Understanding habitat conditions for salmonids is important for permitting potential proposed projects. The National Marine Fisheries Service (NMFS) formalized the listing of Puget Sound chinook salmon (O. tshawyt-scha)and Hood Canal summer-run chum salmon (O. keta)as threatened under the ESA on May 24, 1999, and March 25, 1999, respectively. NMFS has designated the coho salmon as a candidate for listing. The U.S. Fish and Wildlife Service (USFWS) listed bull trout (Sa/velinus conAuentus)in Puget Sound as threatened, effective December 1, 1999. Additionally, the USFWS announced on January 9, 2001, that it is proposing to protect Dolly Varden char (S. ma/ma)in the coastal Puget Sound region of Washington under the "similarity of appearance" provision of the ESA, because Dolly Varden char so closely resemble bull trout. Section 7 of the ESA requires that any action by a federal agency is "not likely to jeopardize the continued existence of any [listed] species or result in the destruction or adverse modification of habitat of such species...." Under ESA Section 7(c), the lead federal agency, A Pinnacle Real Estate 7626 October 10, 2001 Page 24 such as the Corps, must prepare a BA of the potential influence of its action (e.g., permitting the expansion of a pier or marina) on listed species or their critical habitat. Depending on the conclusion of the BA, the federal lead agency may be required to confer formally with NMFS or USFWS regarding the project. Formal consultation with either the NMFS or USFWS will result in the agency issuing a biological opinion in which will be listed terms and conditions. These may take the form of conservation measures that the agency feels will prevent or minimize the "taking" or harm to listed or candidate species. Conservation measures may involve alterations to proposed construction techniques, mitigation projects to replace or expand habitat that may be injured or destroyed due to the proposed project, or a combination of these or other measures. Stream Assessment Findings The creek flows through a notch in the bulkhead and then flows into Hood Canal. At the time of the survey, the distance from the water surface where it passes through the notch to the water surface in the plunge pool was approximately 1.7 feet(Appendix A, Photograph 1). During low-tide events, this plunge height could act as a barrier to upstream salmonid migration. However, during higher-tide events, as indicated by water marks on the bulkhead, salmon would likely be able to ascend into the creek. The creek above the bulkhead is approximately 3 feet wide,with a sand and gravel substrate (Photograph 5). Alderbrook Creek flows to the west of the resort restaurant where portions of the bank adjacent to the restaurant have been reinforced with groined bulkheads (Photograph 6). It is assumed that the bulkheads function to prevent bank erosion in the areas adjacent to the restaurant. The groins and bulkheads do not appear to act as barriers to salmonid migration. Approximately 100 feet south from where the creek discharges to the beach, it passes through two short sections of round, corrugated metal culverts about 2 feet in diameter. Neither of these culverts appears to act as a barrier to salmonid migration during normal flow conditions. However, watermarks on the sides of the culverts indicate that during storm events, flow through the culverts could prevent upstream migration of adult salmonids. Approximately 6 feet south of the southern-most culvert on the resort property, a round concrete culvert approximately 3 feet in diameter passes under State Route 106. This culvert is approximately 60 feet long. Examination of the culvert from the south side of Arm 7626 Pinnacle Real Estate Page 25 October 10, 2001 State Route 106 (Photograph 7) indicates that the culvert contains no baffles to reduce flow velocity through the culvert. During high-flow events, the culvert would likely act as a barrier to salmonid migration. A 1-foot-diameter drainpipe is located approximately 20 feet south of the State Route 106 culvert on the east bank. This pipe may act as a discharge for stormwater runoff form the golf course road located along the east bank of Alderbrook Creek. The channel for Alderbrook Creek is deeply entrenched south of State Route 106, with the vertical banks consisting of bare soil. A narrow riparian corridor exists along both banks, with vegetation consisting primarily of willows, alders, fir trees, and blackberry. The creek consists primarily of riffle habitat with few pools. Substrate is gravel with some cobble, and did not appear to be embedded. A number of black p!astic drainage pipes enter the creek along the left bank. The sources of these pipes were not investigated. Approximately 150 feet south of the State Route 106 culvert there is a perched 3-foot-diameter culvert that conveys Alderbrook Creek under the golf course road (Photograph 8). The culvert is located about 2.5 to 3 feet above the plunge pool into which it discharges. At the time of the survey, the culvert would be considered a migration barrier. However, during higher flows migrating salmonids may be able to negotiate the culvert The carcass of what appeared to be a largemouth bass was found oVas also f the t b nk of d on the Alderbrook Creek north of the perched culvert A salmon carcass east bank in the same area. The salmon carcass had decomposed to the point that it was not possible to identify the species, although it was in a size range consistent with that of a coho or pink salmon. The channel for Alderbrook Creek southeast of the culvert under the golf course road widens and is no longer entrenched, passing through a forested area. The riparian corridor also widens and is composed primarily of fir trees. Substrate consists of gravel and small cobbles. A salmon carcass was found in the creek and appeared to have been filleted. The tail of a salmon was found close to the salmon carcass and appeared to have been scavenged by an animal. The carcass appeared to be that of either a coho or pink salmon. Both carcasses were found about 50 feet south of a footbridge crossing Alderbrook Creek. The stream survey did not continue beyond this point. The salmon carcasses found within the creek could have been either coho or pink salmon. Mr. Jim Johnson, facilities manager with Alderbrook Resort, indicated that a salmon run enters Al derbrook Creek every other year, which would indicate pink salmon, as they return A 7626 Pinnacle Real Estate Page 26 October 10, 2001 to their natal streams every other year. In Puget Sound, pink salmon generally return during odd-numbered years. Thus, it is possible that the carcasses could have been pink salmon. Mr. Johnson also indicated that salmon were able to enter the stream at the bulkhead. There are a number of potential barriers to upstream migration for adultiam raids that would severely limit the numbers of salmon that could reach any p l sP g grounds, particularly the perched culvert under the golf course road. In the reach surveyed, there appears to be suitable spawning habitat, although the off-channel habitato ow events, s is severe) limited. During high-flow ve as rearing habitat for juvenile salmonid Y nursery or g J being f current refuge areas for juvenile sa lmonids would likely result in juvenilesg the lack o g flushed from the system. However, the system may be suited to spawning of pink salmon, because the emergent fry out migrate nearly as soon as they emerge from the gravel. LIMITATIONS Work for this project was performed, and this letter report prepared, in accordance with generally accepted professional practices for the nature and conditions of the work completed in the same or similar localities, at the time the work was performed. It is intended for the exclusive use of Pinnacle Real Estate for specific application to the subject property. This report is not meant to represent a legal opinion. No other warranty, express or implied, is made. It should be noted that Hart Crowser relied on mformadon provided by the individuals indicated above. Hart Crowser can only relay this information and cannot be responsible for its accuracy or completeness. I Our work did not include sampling or testing of drinking water for lead content, sampling for indoor air quality, assessment of sewer systems, sampling for radon vapor, a"good-faith" survey of asbestos and lead, and other items not the standard of practice for our time, unless otherwise noted herein. Any questions regarding our work and this letter report, the presentation of the information . and the interpretation of the data are welcome and should be referred the undersigned. i ■W r> 7626 Pinnacle Real Estate Page 27 October 10, 2001 We trust that this report meets your needs. Sincerely, HART CROWSER, INC. DAVID E. CHAWES )PLIE .W.WUKELIC Principal Principal dec@hartcrowser.com jkw®hartcrowser.com Attachments: References Table 1 -Suspect ACM Samples and Analytical Results Table 2 -Lead-Based Paint Measurements Table 3 - Sediment and Water Sample Chemical Analysis Figure 1 -Vicinity Map Figure 2 -Site and Sampling Location Plan Figure 3 -Site and Vicinity Plan Figure 4-Suspect Asbestos Sampling Location Plan Appendix A-Site Reconnaissance Photographs Appendix B -Site Assessment Report EDR Appendix C-Laboratory Certificates of Analysis Analytical Resources, Inc., AMTEST Laboratories, and Prezant Associates Appendix D -Training Certificates, Hart Crowser Building Inspector Appendix E- NFA Letter Department of Ecology F:\DocsUobs\7626\AlderbrookResort(2nd Itr).doc i REFERENCES Williams, R. W., R. M. Laramie, and J. J. Ames 1975. A Catalog of Washington Streams and Salmon Utilization: Volume 1—Puget Sound Region. The Washington Department of Fisheries, Olympia, Washington. Hart Crowser 7626 October 10,2001 Table 1 - Suspect ACM Samples and Analytical Results Material Sampie Asbestos Content Description Color Sample ID Location and T e FFigure Buildin Room 218 ND 3 Plaza Wallboard 01-AR 02-AR Room 314 ND Wallboard 03-AR Room 126 3.5%chrysotile in 3 Lanai Wallboard joint compound Wallboard 04-AR Room 226 3.5%chrysotile in joint compound Wallboard 05-AR Room 326 3.75% chrysotile in joint compound Eastwood Wallboard 06-AR Kitchen ND 2 3-tab shingles 07-AR East end lower roof ND Roofing material (silver) 08-AR East end lower roof ND 09-AR South lower flat roof ND 2 Plaza Roofing material (silver) 1 O-AR Upper roof duct unit ND Lanai Roofing (silver) A-1 North building, 3%chrysotile in 2 *op laver silver paint A-2 Worth building, 4%chrysotile in lower layer asphaltic material A-3 Roof top layer Realty Black roofing 3%chrysotile 2 Building A-4 Roof middle layer 3%chrysotile in silver paint A-5 Roof lower layer 3%chrysotile q� Rear store room ND 2 Wallboard and tape north wall A_7 North store room, ;7% 2 Captain's Wallboard and tape south wall Room 2 Eastwood Wallboard and tape A-8 South kitchen wall Floor atch A-9 Kitchen Notes: Materials in bold face are considered positive for asbestos(contain more than 1 percent asbestos). ND=Asbestos not detected based on analytical methods. Hart Crowser 7626Wderbrook2jabl,es1-3).xls-Table 1 Table 2 - Lead-Based Paint Measurements Building Sample ID Room Structure ubstrt=[ln��EaLc_m o Plaza L-01 218 Ceiling Drywall Intact 0.01 L-02 218 Wall Drywall Intact ND L-03 314 Wall Drywall Intact 0.01 L-04 314 Wall Drywall Intact 0.02 L-05 Exterior Wall-Deck Wood Intact ND Lanai L-06 126 Wall-Lower Drywall Intact 0.02 L-07 126 Wall Drywall Intact 0.1 L-08 226 Wall Drywall Intact 0.01 L-09 326 Wall Drywall Intact ND Eastwood L-10 Kitchen Wall Drywall Intact ND Notes: (a) As measured by X-ray Fluorescence(XRF)-Niton Model 309 XL ND=Not detected. Hart Crowser 7626%Aiderbrook2(Tables 1-3).xis-Table 2 N N CD 0 o F- r U 47 r x Q) w f; -C T- U) H > > > > > > > > > > > > > > > > > > > D > > > > > > > > m > > > > > > > > m m � M fh � rFv- Y Je N 0 r O m U � 0 v t! to ') co N 00 aO t0 O CO DO GO 00 00 00 N O CO 00 GO 00 00 00 a0 CO 00 co 00 co a0 ll) 00 CO 00 CO O co 0.7 CO a0 co co CO 00 N N (h r r r r C7 r r r r ('7 r r r r r r r r r h U y 0) 01 C m � � N m 0 a > > > > > > > > > > > > > > > > > > > > > > > > > > m > > > > 7 •y co Ih o cn oo co ao 0o ao eo ao ao ao oD o 0o Co 00 w oD ap 00 0o ao 00 0o ao 0o a0 00 00 eo 00 o aD — — — — — — m r r r r r r r r r r r r r r r r r � r r r r r r r r � y O C � a m V V � 'E U A NN �p O. 0 A N h O Cf)w O � c�0 o r' N N Cl COD ems- f7 O '' Ot�d tN�O p coM co~ ti to N iN E m C sr t,7 <O co N O r r r r M M r rco N 5 'C c m C d l0 N C W C C Qj C C �+ C d N d N C E .�. N +rc- Y N N > m N W C 0 C d C C O N m N N C L w L-. _d �+ C C Cl L Z C (D N Vca N N N Q. C C t C C f9 O. L N m C i '_ 41 m w m U a0i c o a�i 0 0 Z � n 0 r m a�i � —° s - m a� s m c `m a E C J a V O °' L O aCi aCi 0 —>, ,D 0 C CL w —>. N La f0 a 0 N y 0. C n C s n �' d N L m rn LL0 L0 $ ,CC a o. b o Q rcS a� c CL j- t o ° � � c w °' W (0 U `� U U U L O E p F— .r3 C M �,CL 0 CL N 0 N 2 m N C Do O W v0i of N N N C C o N f- o m 'a N C 5 5 O d a� Z X U `4 o E Cy C �_ �_ 0 Z c a�i C 0 � �' a i r C C: CCa� m Ch Z .� 0 �0 'o L C� e} p� N y `� y fV fD U N L C �+ 7 N mF- I— � V � rrmrci4 c LArZN � QQOOILZan QOILn C� m � U � mmm CUm cWn ci c Table 3 - Sediment and Water Sample Chemical Analysis Sheet 2 of 2 Sediment Quality Analyte Standard Sample Identification Discharge 1 Discharge 2 Creek PCBs in Ng/kg 18 U 18 U 19 U Aroclor1016 18 U 18 U 19 U Aroclor 1242 18 U 18 U 19 U Aroclor 1248 18 U 18 U 19 U Aroclor 1254 18 U 18 U 19 U Aroclor 1260 37 U 35 U 38 U Aroclor 1221 18 U 18 U 19 U Aroclor 1232 0 9 U 0.9 U 1 U Hexachlorobenzene 6 1 U Hexachlorobutadiene 66 0.9 U 0.9 U Total PCBs 204 Total Metals in mgikg I 5 U 5 U 6 U Arsenic 57 51 0.3 0.2 0-3 . Cadmium 260 41.4 46.8 106 Chromium 390 390 90.8 32.9 29.7 Copper 16 5 Lead 450 14 0.41 0.05U 0.05U 0.04U Mercury 0.3 U 0.3 U 0.3 Silver 6.1 109 74.5 47.7 Zinc 410 WATER SAMPLES 2 Coliform in CFU/100 MI. 0.24 Nitrates in mg/L <0.05 Nitrites in mg/L •Washington Sediment Management Standard, Chapter 173-204 WAC. Blank cell indicates criterion not available. All chemical results are reported in dry weight. U Undetected at reported detection limit. B Analyte also detected in method blank above detection limit. 00 ml Colony forming units per 100 mi of water. Hart Crowser 7626\Alderbrook2(Tab(es1-3).xis-Table 3 24j � + (F}0' '•rf '�• ':+fit^, r{�,4i 7fN. ri .eiyf� �- D . 11�+ •��. 1 �a4� S r�� •�... q '�•WYyT} �s �/( +fit a �•.". _ 1'• ;.,%/ !.il tt4�, +7✓�'k ^•�°r�fi.� r .�7'�G/�fR• t t j r'��t, ✓�, ray'-+ � ., , Ri7�i~✓' d�� ,s ��� { +<<��l.�i. .✓ �f7+�o_t~l�l ✓�L nr' 4'w ,�,fi."v.ak� f CrA Jr 4 {1 J J•-• /r r: 1�Aj` it' .>r' K'r^' } N� � .woaF! 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S r ..l R.✓ J: � Oki� � �� r.4b� s $',.S��F,;fi a.,z .��'i^ re w'ftA s{:n'�a�jr i-r}aL°r-•/�✓' s.,Y'r+. e.f�{.s!p1� � `� :� i l7"t'� 4... � t_,.r `tr�ara�.-'� " ,,,��ytA��!& �,tt Tf'•i;'{� a to a'klt�i`':`' r � 9 S� •.+fjt �✓�Y \ -�;�. 1 l�� * h'iyf 3 va�'!tr/fit•'y ✓ ?p'Rr� .T" rt a.7 it Y :tjV'=eA�7 .� !^.(�Pd�l-�'�3 {{l�1���,� 'Sq bbsf^:•r �J�,iO �nLl1�' j3 ri.r',a.;/�.� •„r.. �. 1 - ._.Ky,�'#' lr t�-+us,•`Ya �M '?'zi`?A`'f"'�tN�{{�'9°.�6,. #?if� �. -�rR'°��•�i �;,di� ;;ak1l`siiisiE� — 1 • Site and Sampling Location Plan • Alderbrook Inn Resort A-e wALLBOARD orrAR WALLBOARD Captains Room Former Sewer 6dalrM4ajarBe - Trestment r 07 AR ! Room A-7 Plant Sewage I ROOF °m WALLBOARD 0 1 Otrtfail I t Former UST{NFA Received)- ' Swimming Pod Building O 0 I 08-AR Covered Lanni Bul�ngs ROOF Walkway t Parcel I ' Parcell �„ge Interceptor Pump Vault 10.AR t ROOF Q ' Storrrwate Oulatl a Plaza Building q P rge ) Lobby 't rJ r---------- -- - I t I---- 09-AR I O / Creek n Q O ! I I Former ROOF Outfall r LJ Parcel - I � Parcel It sewaga I Tidelands Plan Pier e t i Parcell7 Plan J i J t ' Parcel S I- - - I House -�" / o / Gravel Fire Hydrant n '- Parking I Lot Par el Parcel5 ! Oiled Gravel Driveway t Former Cesspool] Ald k/ erbrvok Creek 1 Gift Shop Parking Lot and Garage N House 0 150 300 Z% Above-ground Storage Tank Fortner Former Scale In Feet Underground Storage Tank Storage Salvage Area - _ Area Note:Base map prepared from drawing provided by John 0.Swift 6 Associates, a Catch Basin t I Inc.entitled Property Survey for Wesley M.Johnson,dated 1978. p Transformer —Suspect Asbestos Sample Location r ' �1♦ Sample Location and Number Warehouse Par el 4 L� Disrharge 1 © Sediment / ' �- - I r1/.HS/CROW J' 07.PR - Sample I.D ROOF - romponr_-nt Tested Cntek Oudall♦ Surface Water 7626 10/f Positive Results(Asbestos%1%)are Shaded Figure 3 .::APPENDIX E ,NFA LETTER DEPARTMENT-OF ECOLOGY . � `�"e �'n .>(:•Y~ P � R r:H... i s � r t ti r l, t � r`r ."ti:'� �;,,r' as b a as,. ,I•.1 ,r -°•..�,"'t +i?`' "t C•�"` �M',• i�) c•ti .' r•Y: a• ' .0 �., f.� 6 ,y:R �.f;'�e,��.•�,�. ,e,t tl?a• 5'1. 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' �-- Them does not appear to ba eontnninstlon which preaems a threat to hunt heeith amd, thv environment. As a resuk, m further action regamiing corrective action at the site is ;Oquifed. Should you have any further questioni; regardng this mattat, please do not hesitate to call. Sirc woly yours, ernes fML 8ima '• OEUL91998. Suspect Asbestos Sampling Location Plan Alderbrook Inn Resort Bathroom 01-AR(218) WALLBOARD 02-AR(314) WALLBOARD Typical Guest Room Plaza Building r Bathroom * - Typical Guest Room x m Lanai Building Not to Scale Legend: Suspect Asbestos Sample Location Ar/ 01-AR(218) Sample I.D.and(Room Number) AN WALLBO Component Tonted Posltive Results(Asbestos>1%)are Shaded MAfflooIis 7626 10/01 Figure 4 •'+:',r;r:1•'•�`,R'•,,�`a' (,1j�.i�Y'. a- '•i. y�,:5) rr 7+[:.�•.F:.' .ir '.�.,.r. ,t• .1`5:�� ,.�<:, , j .. .ti.,. r. p, jt T ,>•r`.A •�(E1., ' 'f '� •.y�•+ /..1.� L r♦•a rt' ..ay, r .,tr �r" •y' f,eh;,.•�„.v. :`A,t•l. :�y.i�'>•r�•r�''4rer. �`,:1''y:..<•i.r•.h'.a. 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The EDR Radius Map with GeoCheck° Alderbrook Resort E7090 Highway 106 Union, WA 98592 Inquiry Number: 675578.3s The Source For Environmental Risk Management Data August 31, 2001 3530 Post Road Southport, Connecticut 06490 Nationwide Customer Service Telephone: 1-800-352-0050 Fax: 1-800-231-6802 Internet: www.edrnet.com TABLE OPCONTENTS SECTION PAGE Executive Summary------------------------------------------------------ ES1 OverviewMap----------------------------------------------------------- 2 DetailMap-------------------------------------------------------------- 3 map Findings summa -------------------------------- 4 MapFindings------------------------------------------------------------ 5 Orphan Summary--------------------------------------------------------- 6 Government Records Searched/Data Currency Tracking-------------------------- GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum------------------------------------------ A-1 Physical Setting Source Summary-------------------------------------------- A-2 Physical Setting Source Map------------------------------------------------ A-7 Physical Setting Source Map Findings---------------------------------------- A-8 Physical Setting Source Records Searched------------------------------------- A-13 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer Copyright and Trademark Notice This report contains information obtained from a variety of public and other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL EDR BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OR DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES. Entire contents copyright 2001 by Environmental Data Resources,Inc. All rights reserved. Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,Is prohibited without prior written permission. EDP and the edr logos are trademarks of Environmental Data Resources,Inc.or its affiliates. All other trademarks used herein are the property of their respective owners. TC675578.3s Page t EXECUTIVE, MA Y A search of available environmental records was conducted by Environmental Data Resources, Inc. (EDR). The report meets the government records search requirements of ASTM Standard Practice for Environmental Site Assessments, E 1527-00. Search distances are per ASTM standard or custom distances requested by the user. TARGET PROPERTY INFORMATION ADDRESS E7090 HIGHWAY 106 UNION,WA 98592 COORDINATES Latitude(North): 47.347700-47'20'S1.7" Longitude(West): 123.070200-123'4' 12.7" Universal Tranverse Mercator: Zone 10 UTM X(Meters): 494697.6 UTM Y(Meters): 5243587.5 USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property: 2447123-Cl UNION,WA Source: USGS 7.5 min quad index TARGET PROPERTY SEARCH RESULTS The target property was identified in the following government records. For more information on this property see page 5 of the attached EDR Radius Map report: Site Database(s) EPA ID ALDERBROOK RESORT RCRIS-SQG WARD00000513 E 7090 HWY 106 FINDS UNION,WA 98592 DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ( 'reasonably ascertainable ') government records either on the target property or within the ASTM E 1527-00 search radius around the target property for the following databases: FEDERAL ASTM STANDARD NPL-------------------------National Priority List Proposed NPL--------------Proposed National Priority List Sites CERCLIS---------------------Comprehensive Environmental Response,Compensation,and Liability Information .System CERC-NFRAP---------------.CERCLIS No Further Remedial Action Planned CORRACTS-----------------.Corrective Action Report RCRIS-TSD------------------ Resource Conservation and Recovery Information System RCRIS-LOG------------------Resource Conservation and Recovery Information System ERNS------------------------ Emergency Response Notification System STATE ASTM STANDARD CSCSL----------------------Confirmed&Suspected Contaminated Sites List TC875578.3s EXECUTIVE SUMMARY 1 E CECUTIVEtUMMARY . HSL_________________________Hazardous Sites List SWF/LF______________________ Solid Waste Facility Database LUST-------------------------Leaking Underground Storage Tanks Site List UST--------------------------Underground Storage Tank Database FEDERAL ASTM SUPPLEMENTAL CONSENT------------------- Superfund (CERCLA)Consent Decrees ROD_________________________ Records Of Decision Delisted NPL_----------------National Priority List Deletions HMIRS----------------------- Hazardous Materials Information Reporting System MLTS------------------------ Material Licensing Tracking System MINES----------------------- Mines Master Index File NPL Liens------------------- Federal Superfund Liens PADS------------------------ PCB Activity Database System RAATS-----------------------RCRA Administrative Action Tracking System TRIS------------------------- Toxic Chemical Release Inventory System TSCA------------------------ Toxic Substances Control Act FTTS-------------------------FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide,Fungicide,& .Rodenticide Act)/TSCA(Toxic Substances Control Act) STATE OR LOCAL ASTM SUPPLEMENTAL WA ICR---------------------- Independent Cleanup Reports CSCSL NFA------------------Confirmed&Contaminated Sites-No Further Action EML------------------------- Washington Emissions Data System EDR PROPRIETARY DATABASES Coal Gas---------------------Former Manufactured Gas(Coal Gas)Sites SURROUNDING SITES:SEARCH RESULTS Surrounding sites were identified. Elevations have been determined from the USGS 1 degree Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. EDR's definition of a site with an elevation equal to the target property includes a tolerance of+/- 10 feet. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property(by more than 10 feet).Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold Italics are in multiple databases. Unmappable(orphan)sites are not considered in the foregoing analysis. TC875578.3s EXECUTIVE SUMMARY 2 r•. S �.rt..=vplprr.>r''.n�'7=7 ,��r• 2' � •. ,- � •-v y r 3 �f sH. ! 7�f 4'��RJ'r?•,}'�'�` h• 1 � r1� 1"�j �t\i�''L r -�.- i t .Ii M•�/v i'y8•v{er.Rt if \ f y s!"•/i yc 1f1t y'tt +� r Sl^•Y 'Rl[[�� F`�4 '� y. r j r��r'�v 1 i �! y. t y ♦.r \ Pr a tl:.tijq !�� �y. • 9 M :K •'.Y ''!' .F`.A i. •f �d�wT•�;-YTSA11 YT ti/ t` Yr f i.i� .�:.�::. Yf .c �/' r;.R \ �s4r•V ly Is J Y 1 { t !�.:•.i > •� r ee M �t �,•" t ♦ y�cct`N !KV •..'a Y;rtL .� r.. 3 �� e��v�VJK „�°G r`a•a T•K'• ;r s t 7 •y�vi , ,abFy\ 1 3•r$\„ 74< 1 9 {t a ! s' a.y.�•�.. '�'r'q"�. •�: .� •. C � NpO'�i�ll}ra i L{,��•t 1 V --.-- >�• - >''>J' y/1 9%`.-d ��.9✓'AT f l Giy 1,,, L^'�,i' ! .( i ^ 1 t r l't 4 •♦ ' �.`_t.�1}��?�L� ,�'� { '' .. - -fit td'••� •rsN� JJ{4� r r! e}'t _ � r ti� n ` '�. 'T'`.r,. vA viF -, yc ��'� " �k +�.'S-y 4M't�a'•af'.�s Z"!-• i„• L yt `Ik 1.1 • M. M . • ... ADDRESS: E7090 Highway 106 •n WA ' • /1 LATILONG: • / • t b 4 ,r ''EXECUTIVEySIMMARY � Due to poor or inadequate address information,the following sites were not mapped: Site Name Database(s) TWANOH STATE PARK UST,LUST HOOD CANAL MARINA UST CBM SALES INC/DBA BE-CON MARINA UST CAMEO SHOP UST TWANOH STATE PARK WA ICR TC875578.3s EXECUTIVE SUMMARY 3 DETAIL MAP - 675578.3s - Hart Crowser, Inc. E MASON AVE E MASON AVcyx a�- E OR NOBLE RD M& � ob p y � i 10e E S74 rE MWY 100 f �p� f iiA7E yV Epp i 41 'i Y Re o � 1 I h 9 p 1/16 to 1/4 Miles Target Property A, Sites at elevations higher than or equal to the target property • Sites at elevations lower than f v� Power transmission lines the target property Oil&Gas pipelines A Coal Gasification Sites(if requested) 100-yearflood zone r Sensitive Receptors sm-year flood zone El National Priority List Sites +; Wetlands Ej Landfill Sites TARGET PROPERTY: Aiderbrook Resort CUSTOMER: Hart Crowser,Inc. ADDRESS: E7090 Highway 106 CONTACT: David Chawes CITY/STATE/ZIP: Union WA 98592 INQUIRY N: 675578.3S LAT/LONG: 47.3477/123.0702 DATE: August 31,2001 7:32 am m 2 as s - 0OOOOOOOO 00000 O00000OOOO000 000 0 1 0-0 i co vY tn rl �WOCOCOC�C�[C[C a:crQCcQ cc Cc cc U n ZZZZZZZZZ ZZZZZ ZZZZZZzzzzzzz zzz z H O0irmoxxxx p0ccccCE CCItOC p N I Z Z Z Z z z zzz Z Z z z Z Z z Z Z Z Z Z z N r O O O O O O O O O O O O 0 CC f O Z zzz z zzzzzzzZZZ ZZ Ar 00000000M o0000 000���o����Q� Occ� o z zzz zzzzzz zz co N CVO 00O00 000mmmommmmmm o T-Cc o z zzz zzzzzz zZ f CD C h 000000 0000 000 O Q OQ m pp ppOu�pO �n�n� ppp uo Opo a-aQ--mmmmam IL a_ o m OOInNOLqNNP OO . .N OOOI-I-f-C4 F-f-I- F� �1-1- U n <"- O'- 0 0 r r 0 0 0 r r r r 07 to 0 c `�+• N id a e O Q C W d U O 5 O)a x J X all !A 0 m -S Oro ^Y: IL IL in Z O. a U W w m .c s E O C c CCW 5 Q � ,C y C a IL N ,, •�. , tao N = J NC yCL (D m yp J aj � a y a Q o OQ ow d p w oZ a Q rn � oEa ` ' w - � ° eyoZ y Q� Q� ui a z a T LLI J �Q���fL�•Z a UJ co ) p Z�._Z—F-ZJ�g�U Q Q0Q ¢ c6� Q io W Q. -W WODUU� (nl) ri) W OO N��J—dQ`�LL(A� F- (A O OCJ F- Z LL Za.0OOTXWW W U2WJ� LL U��ti.2��Z��F-F- N �U� W UQ Map ID ` k• 49:' M"�P TIN61NGS fir: .' li :f Direction Distance Distance(ft.) EDR ID Number Elevation Site Databases) EPA ID Number Coal Gas Site Search:No stte was found in a search of Real Property Scan's ENVIROHAZ database. 1 ALDERBROOK RESORT RCRIS-SOG 1000993027 Target E 7090 HWY 106 FINDS WAR000000513 Property UNION,WA 98592 RCRIS: Owner: CRISTA MINISTRIES (360)898-2200 Contact: NATHAN STOUT (360)426-0693 Record Date: 08/23/1999 Classification: Not reported Used Oil Recyc:No Violation Status:No violations found FINDS: Other Pertinent Environmental Activity Identified at Site: Permit Compliance System(PCS) RCRIS TC675578.3s Page 5 ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) Facility ID UNION 0003352467 HOOD CANAL MARINA 5101 HWY 106 98592 UST 100812 UNION 0003355017 TWANOH STATE PARK EAST 12190 HWY 106 98592 UST,LUST 6240 UNION S103510246 TWANOH STATE PARK E.12190 STATE HWY 106 98592 WA ICR UNION 0003355993 CBM SALES INC/DBA BE-CON MARINA E 5561 HWY 101/PO BOX 337 98592 UST 97614 UNION 0003665862 CAMEO SHOP 6843 E HWY 106 98592 UST 507963 TC675578.3s Page 6 r Q1rE ,NMENT;RECORDS,SEARCKED/:DIET. ,Icuo c r� TACOMA/PIERCE COUNTY: Closed Landfill Survey Source: Tacoma-Pierce County Health Department Telephone: 206-591-6500 Following numerous requests for information about closed dumpsites and landfills in Pierce County,the Tacoma-Pierce County Health Department decided to conduct a study on the matter.The aim of the study was to evaluate public health risks associated with the closed dumpsites and landfills,and to determine the need,if any,for further investigations of a more detailed nature.The sites represent all of the known dumpsites and landfills closed after 1950. Date of Goverment Version:04/15/93 Date of Last EDR Contact:01/11/95 Database Release Frequency:No Update Planned Date of Next Scheduled EDR Contact:WA EDR PROPRIETARY DATABASES Former Manufactured Gas(Coal Gas)Sites: The existence and location of Coal Gas sites is provided exclusively to EDR by Real Property Scan,Inc. GCopyright 1993 Real Property Scan,Inc. For a technical description of the types of hazards which may be found at such sites,contact your EDR customer service representative. Disclaimer Provided by Real Property Scan,Inc. The information contained in this report has predominantly been obtained from publicly available sources produced by entities other than Real Property Scan. While reasonable steps have been taken to insure the accuracy of this report,Real Property Scan does not guarantee the accuracy o''this report. Any liability on the part of Real Property Scan is strictly limited to a refund of the amount paid. No claim is made for the actual existence of towns at any site. This report does not constitute a legal opinion. HISTORICAL AND OTHER DATABASE(' Depending on the geographic area covered by this report,the data provided in these specialty databases may or may not be complete. For example,the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover,the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report OIVGas Pipelines/Electrical Transmission Unes: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Une Graphs from 1:100,000-Scale Maps. it was extracted from the transportation category including some oil,but primarily gas pipelines and electrical transmission lines. Sensttive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly,the sick,and children. While the location of all sensitive receptors cannot be determined,EDR indicates those buildings and facilities-schools,daycares,hospitals,medical centers, and nursing homes-where Individuals who are sensitive receptors are likely to be k)cated. Flood Zone Data: This data,available in select counties across time country,was obtained by EDR in 1999 from the Federal Emergency Management Agency(FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 1999 from the U.S.Fish and Wildlife Service. TC675578.3s Page GR-7 ,` ADDEND D.� DEliN. 'D� iVdbA6NQqq E'GE6 TARGET PROPERTY ADDRESS ALDERBROOK RESORT E7090 HIGHWAY 106 UNION, WA 98592 TARGET PROPERTY COORDINATES Latitude(North): 47.347698-47'20'51.7" Longitude (West): 123.070198- 123'4' 12.7" Universal Tranverse Mercator. Zone 10 UTM X(Meters): 494697.6 UTM Y(Meters): 5243587.5 EDR's GeoCheck Physical Setting Source Addendum has been developed to assist the environmental professional with the collection of physical setting source information in accordance with ASTM 1527-00,Section 7.2.3. Section 72.3 requires that a current USGS 7.5 Minute Topographic Map(or equivalent,such as the USGS Digital Elevation Model)be reviewed. It also requires that one or more additional physical setting sources be sought when(1)conditions have been identified in which hazardous substances or petroleum products are likely to migrate to or from the property,and(2)more information than is provided in the current USGS 7.5 Minute Topographic Map(or equivalent) is generally obtained,pursuant to local good commercial or customary practice, to assess the impact of migration of recognized environmental conditions in connection with the property.Such additional physical setting sources generally include information about the topographic, hydrologic, hydrogeologic, and geologic characteristics of a site,and wells in the area. Assessment of the impact of contaminant migration generally has two principle investigative components: 1.Groundwater flow direction,and 2.Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology,hydrogeology,characteristics of the soil,and nearby wells.Groundwater flow velocity is generally impacted by the nature of the geologic strata. EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. TC675576.3s Pape A-1 lli T. rrlF CGK®1' N,Y GA6' SETI'��, 0 RGEi5�1N I1 A Yz� � `'�r r,fl <15 �A Ai GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data.If such data is not reasonably ascertainable,it may be necessary to rely on other sources of information,such as surface topographic information, hydrologic information,hydrogeologic data collected on nearby properties,and regional groundwater flow information(from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property,what downgradient sites might be impacted. USGS TOPOGRAPHIC MAP ASSOCIATED WITH THIS SrTE Target Property: 2447123-C1 UNION,WA Source:USGS 7.5 min quad index GENERAL TOPOGRAPHIC GRADIENT AT TARGET PROPERTY Target Property: General North Source:General Topographic Gradient has been determined from the USGS 1 Degree Digital Elevation Model and should be evaluated on a relative(not an absolute)basis.Relative elevation information between sites of close proximity should be field verified. HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,should contamination exist on the target property,what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information(major waterways and bodies of water). FEMA FLOOD ZONE FEMA Flood Target Property County Electronic Data MASON,WA YES-refer to the Overview Map and Detail Map Flood Plain Panel at Target Property: 5301150185C/CBPP Additional Panels in search area: 5301 1 501 20C/CBPP NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage POTLATCH YES-refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or,should contamination exist on the target property,what downgradient sites might be impacted. TC875578.3a Page A-2 '�•T 5 r � � '7�'r �� 1r� �f r ti -9�t�fic # r, �� a:' r 1" v r ��-�,G���•�;��; GE����E "`�.. . S1�A��7� � � �� SUfi IifIARYfi��� Site-Specific Hydrogeologlcal Data Search Radius: 2.0 miles Status: Not found AQUIFLOW® Search Radius:2.000 Miles. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points.EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report,groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Not Reported GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable,it may be necessary to rely on other sources of information,including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general,contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. GEOLOGIC AGE IDENTIFICATION ROCK STRATIGRAPHIC UNIT Geologic Code: Q Category: Stratifed Sequence Era: Cenozoic System: Quaternary Series: Quaternary Geologic Age and Rock Stratigr'aphic Unit Source:P.G.Schruben, R.E.Arndt and W.J.Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-a digital representation of the 1974 P.B.King and H.M.Beikman Map,USGS Digital Data Series DDS-11 (1994). DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S.Department of Agriculture's(USDA)Soil Conservation Service(SCS)leads the National Cooperative Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed(SSURGO)soil survey maps. The following information is based on Soil Conservation Service STATSGO data. •OI Y00 HNC-�P b h1d'oq�obd�V d,Y O�tMnC h'CERpJB AMrI�Irc.B�YbrNp�lino WA N ApY�rwv�d. AN of ft YMamWbn rd apM�on V+ �d�n Vag W IM drd EPA npo�U1,wNd�ww�aomPM�W v+d�r ■CenpdyrrN� nvYomiMd iWOorw CorrpMrMlon W LI�b11lY Nibm�bn BI ++IC£RCLI81 MHwtIpNbM1 TC875578.3a Page A-3 t � o . �', q� �Y+�', 7'. i C l� r,tf .-,, jy�' 1�_, Fx' _. X f1 r- •.� f , r k • L y. 4 ,}� �,:• x-fir �t r '6 {,f {x tly t v 7f , r i '<< ` d' C�OCN�CI4'f��+NYSIaQ�.$ETTING SOURCE SUIVI�IARY i . a�y-.� "ffh ° Soil Component Name: ALDERWOOD Soil Surface Texture: gravelly-sandy loam Hydrologic Group: Class C-Slow infiltration rates.Soils with layers impeding downward movement of water,or soils with moderately fine or fine textures. Soil Drainage Class: Moderately well drained. Soils have a layer of low hydraulic conductivity,wet state high in the profile. Depth to water table is 3 to 6 feet. Hydric Status:Soil does not meet the requirements for a hydric soil. Corrosion Potential-Uncoated Steel: MODERATE Depth to Bedrock Min: >60 inches Depth to Bedrock Max: >60 inches Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeabill Soil Reaction Rate(in/hr) (pH) 1 0 inches 7 inches gravelly- Granular COURSE-GRAINED Max: 6.00 Max: 6.50 sandy loam materials(35 SOILS,Gravels, Min: 2.00 Min: 5.10 pct.or less Gravels with passing No. fines,Silty 200),Silty,or Gravel Clayey Gravel and Sand. 2 7 inches 35 inches very gravelly- Granular COURSE-GRAINED Max: 6.00 Max: 6.50 loam materials(35 SOILS,Gravels, Min: 2.00 Min: 5.10 pct.or less Gravels with passing No. fines,Silty 200),Stone Gravel Fragments, Gravel and Sand. 3 35 inches 39 inches cemented Not reported Not reported Max: 0.00 Max: 0.00 Min: 0.00 Min: 0.00 OTHER SOIL TYPES IN AREA Based on Soil Conservation Service STATSGO data,the following additional subordinant soil types may appear within the general area of target property. Soil Surface Textures: extremely gravelly-sandy loam very gravelly-sandy loam gravelly-loam very gravelly-loamy sand mucky-peat peat sapric material Surficial Soil Types: extremely gravelly-sandy loam very gravelly-sandy loam TC675578.3s Page A-4 �. Kid, � Lf` ` s, ��9:5gFYl< �5to F. ` ftA�,,�'} � 'rk..4�-' 'i•„if` ..,� ,n.y � «;f..'�.� .:Y�,,t ', gravelly-loam very gravelly-loamy sand mucky-peat peat sapric material Shallow Soil Types: very gravelly-silt loam hemic material Deeper Soil Types: stratified very gravelly-sand extremely gravelly-sand fibric material fine sandy loam ADDITIONAL ENVIRONMENTAL RECORD SOURCES According to ASTM E 1527-00, Section 7.2.2, "one or more additional state or local sources of environmental records may be checked, in the discretion of the environmental professional,to enhance and supplement federal and state sources...Factors to consider in determining which local or additional state records, if any,should be checked include(1)whether they are reasonably ascertainable, (2)whether they are sufficiently useful, accurate, and complete in light of the objective of the records review(see 7.1.1), and(3)whether they are obtained,pursuant to local, good commercial or customary practice." One of the record sources listed in Section 7.2.2 is water well information. Water well information can be used to assist the environmental professional in assessing sources that may impact groundwater flow direction,and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE(miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 1 mile State Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 2 472049123033601 1/4-112 Mile East 3 472114123042801 1/4-1/2 Mile NNW 4 472101123032601 1/2-1 Mile ENE A6 472052123031201 1/2-1 Mile East B8 472118123045501 1/2-1 Mile NW FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note:PWS System location is not always the same as well location. TC675578.3s Page A-5 '�.S : yX'!'� �� t+,y�e �-r EH; ^;,:�� 4 �'••';5�;}.lr t + . ��' �`',y,rl r,r'�,�r• 1 'i?�j�G'S -� t �.�t I �,. r i. -�'• -�:.t da�� 1• / 1 i �� yK ri i..'1 P•1 I.r � .yk � l' y 1 C r . GEOC� EC �Hlfl �?► ,5�" 7'II� OwC�y�R; gt7� lll � x � ,r r�.,u{4{ �.�` `a;�F`f'�t f ,.c,� tir. Z -,,,kr.�11. M11 f` V r 'r �.♦. rN �x�Y. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 1 WAGRP0000004292 1/4-1/2 Mile SW A5 WAGRP0000004285 1/2-1 Mile East 87 WAGRP0000004252 1/2-1 Mile NW 9 WAGRP0000004321 1/2-1 Mile SSE 10 WAGRP0000000642 1/2-1 Mile NNW 11 WAGRPOO00004251 1/2-1 Mile WNW TC675578.3s Pape A-6 PHYSICAL SETTING SOURCE MAP - 675578.3s 7< loll 1:3 h 1.5o �t Jp• r r0, s , ,rs 25 200 375 400 425 VOO S. iz Y � I SI5 37" 325 WA I 0 12 _ .. 1 - 2MIn N Major Roads `\! Contour Lines ® Water Wells 0 Earthquake epicenter,Richter 5 or greater Q Public Water Supply Wells ® Closest Hydrogeologlcal Data Groundwater Flow Direction c i Indeterminate Groundwater Flow at Location © Groundwater Flow Varies at Location • Cluster of Multiple Icons TARGET PROPERTY: Aiderbrook Resort CUSTOMER: Hart Crowser,Inc. ADDRESS: E7090 Highway 106 CONTACT: David Chawes CITY/STATEOP: Urion WA 98592 INQUIRY#: 676578.3s LAT/LONG: 47.3477/123.0702 DATE: August 31,2001 7:33 am GEOCHEGK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Database EDR ID Number Elevation 1 WA WELLS WAGRP0000004292 SW 1/4-1/2 Mile Higher Source Name: WELL#1 Range: 03W Township: 21 Section: 04 QTR Section: NWNW Source Type: W Source Use: P SP X: 1361710 SP Y: 743784 PWS Name: HOOD CANAL WATER CO PWS ID: 34050 Source: 01 Key ID: 3405001 2 FED USGS 472049123033601 East 1/4-1/2 Mile Higher BASIC WELL DATA Site Type: Single well,other than collector or Ranney type Year Constructed: 1968 County: Not Reported Altitude: 80.00 ft. State: Not Reported Well Depth: 156.00 ft. Topographic Setting: Not Reported Depth to Water Table: 65.00 ft. Prim.Use of Site: Withdrawal of water Date Measured: 05011968 Prim.Use of Water: Domestic 3 FED USGS 472114123042801 NNW 1/4-1/2 Mile Lower BASIC WELL DATA Site Type: Single well,other than collector or Ranney type Year Constructed: Not Reported County: Not Reported Altitude: 10.00 ft. State: Not Reported Well Depth: Not Reported Topographic Setting: Not Reported Depth to Water Table: Not Reported Prim.Use of Site: Withdrawal of water Date Measured: Not Reported Prim.Use of Water: Domestic 4 FED USGS 472101123032601 ENE 112-1 Mile Lower BASIC WELL DATA Site Type: Single well,other than collector or Ranney type Year Constructed: 1950 County: Not Reported Altitude: 20.00 ft. State: Not Reported Well Depth: 70.00 ft. Topographic Setting: Not Reported Depth to Water Table: Not Reported Prim.Use of Site: Withdrawal of water Date Measured: Not Reported Prim.Use of Water: Domestic TC675578.3s Page A-8 GEOCHECK®- PHYSICAL'SETfING SOURCE MAP`.FINDINGS Map ID Direction Distance Elevation Database EDR ID Number A5 WA WELLS WAGRP0000004285 East 1/2-1 Mlle Higher Source Name: WELL ff 1 Range: 03W Township: 22 Section: 34 QTRSection: SWSW Source Type: W Source Use: P SP X: 1366990 SP Y: 744480 PWS Name: OLYMPIC VISTA CLUB COMMUNITY WATER PWS ID: 63655 Source: 01 Key ID: 6365501 A6 FED USGS 472052123031201 East 1/2-1 Mite Higher BASIC WELL DATA Site Type: Single well,other than collector or Ranney type Year Constructed: 1968 County: Not Reported Altitude: 20.00 ft. State: Not Reported Well Depth: 104.00 ft. Topographic Setting: Not Reported Depth to Water Table: 13.00 ft. Prim.Use of Site: Not Reported Date Measured: 06011968 Prim.Use of Water: Not Reported B7 WA WELLS WAGRP0000004252 NW 1/2-1 Mile Lower TC675578.3s Page A-9 ��.� •1 v:. .. i'! ��l. ` 7� � fC, r �li' "Y.y�y� .�S?�. i�� .� 15;i r F,K ,;i'S"�,..,'l"� 'F :� � ' 4 t 't. •;y f� �f�'+ _ `^r �q r,�'}. 5 ..�r P-: ':i'Yr1 yr. 'k` �.r�x'`y' �. ,r1, th � T,�..:: �y` ���.^ Source Name: WELL#1 Range: 03W Township: 22 Section: 32 OTR Section: SENE Source Type: W Source Use: P SP X: 1360470 SP Y: 747817 PWS Name: B'UE HERON CONDOMINIUMS PWS ID: 07499 Source: KeyiD: 0749901 B8 FED USGS 472118123045501 NW 1/2-1 Mile Lower BASIC WELL DATA Site Type: Single well,other than collector or Ranney type Year Constructed: Not Reported County: Not Reported Altitude: 75.00 ft. State: Not Reported Well Depth: 275.00 ft. Topographic Setting: Not Reported Depth to Water Table: 34.00 ft. Prim.Use of Site: Withdrawal of water Date Measured: 08061968 Prim.Use of Water: Public supply 9 WA WELLS WAGRP0000004321 SSE 112-1 Mlle Higher Source Name: WELL#2 Range: 03W Township: 21 Section: 04 OTR Section: NWSE Source Type: W Source Use: P SP X: 1364220 SP Y: 740930 PWS Name: ALDERBROOK WATER CO INC PWS ID: 01050 Source: 02 Key ID: 0105002 10 WA WELLS WAGRP0000000642 NNW 1/2-1 Mile Lower TC675578.3s Page A-10 T-TJ t"M 'ICA �'SE N' ARFIN Source Name: Not Reported Range: 03W Township: 22 Section: 33 QTR Section: NWNW Source Type: W Source Use: P SP X: 1361900 SP Y: 749091 PWS Name: WOODEN FROG DISTRICT 31 PWS ID: 13876 Source: 01 Key ID: 1387601 11 WA WELLS WAGSP0000004251 WNW 1/2-1 Mile Higher Source Name: WELL 1 Range: 03W Township: 22 Section: 32 QTR Section: SWNE Source Type: W Source Use: P SP X: 1359140 SP Y: 747850 PWS Name: MADR.ONA BEACH SUPPLY PWS ID: 49950 Source: 01 Key ID: 4995001 TC675578.3s Page A-1 1 GEOE , QH s�� 'iT'�NO�1t IMP, �NG : `l , . (�''' �i r (� lti� n 'w�bTi � ter M i :�� r �„��r r••Nf 1 { {��< SI.1 rn � I n AREA RADON INFORMATION Federal EPA Radon Zone for MASON County: 3 Note:Zone 1 indoor average level>4 pCi/L. Zone 2 indoor average level>=2 pCUL and<=4 pCUL. Zonp 3 indoor average level<2 pCUL. MASON COUNTY,WA Number of sites tested: 11 Area Average Activity %<4 pCUL %4-20 pCi/L %>20 pCUL 01 Living Area-1 st Floor 0.282 pCUL 100% 0% 01. Laving Area-2nd Floor Not Reported Not Reported Not Reported Not Reported Basement 0.820 pCi/L 100% 0% 0% TC675578.3s Page A-12 7 'y. -.t 1 - „ a �w A ..;u ,.i;,trF T�N 4 ..:li: %q ' ►�. 1j, �--.4 ♦ ,,+.� ��r" HYDROLOGIC INFORMATION Flood Zone Data: This data,available in select counties across the country,was obtained by EDR In 1999 from the Federal Emergency Management Agency(FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 1999 from the U.S.Fish and Wildlife Service. HYDROGEOLOGIC INFORMATION AGUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System(AIS)to provide data on the general direction of groundwater flow at specific points.EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report,hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source:P.G.Schruben,R.E.Arndt and W.J.Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-A digital representation of the 1974 P.B. King and H.M.Beikman Map,USGS Digital Data Series DDS-11 (1994). STATSGO: State Soil Geographic Database The U.S.Department of Agriculture's(USDA)Soil Conservation Service(SCS)leads the national Cooperative Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed(SSURGO)soil survey maps. ADDITIONAL ENVIRONMENTAL RECORD SOURCES FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-260-2805 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells,rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-260-2805 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System(SDWIS)after August 1995. Prior to August 1995,the data came from the Federal Reporting Data System(FROS). USGS Water Wells: In November 1971 the United States Geological Survey(USGS)implemented a national water resource information tracking system. This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on more than 900,000 wells,springs,and other sources of groundwater. TC675578.38 Page A-13 PHYSICAL SETTING SOURCE RECORDS SEARCHED STATE RECORDS Water Wells Source: Department of Transportation Telephone: 360-705-7444 Group A well location points in Washington State. Kitsap County Water Wells In Washington Source: Public Utility District No.1 of Kitsap County Telephone: 206-779-7656 RADON Area Radon Information: The National Radon Database has been developed by the U.S.Environmental Protection Agency (USEPA)and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986-1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones: Sections 307&309 of IRAA directed EPA to list and identify areas of U.S.with the potential for elevated indoor radon levels. OTHER Epicenters: World earthquake epicenters,Richter 5 or greater Source: Department of Commerce,National Oceanic and Atmospheric Administration TC675578.3s Page A-14 ;.G:'., I. ..C.•w�a:!ii Y:' . 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[ .i, �{7 �.'7i fps:i•.:1ttipJ: .). �4.]"'.'t -•1! :[l,'h• ,' .{v r. •: 7�t '3rW .3a .lt' tf:y 'l.:. �S,}.r..: .�r,.".`•/,•n:`:..-��•pi G. r .•.. r. .. 4E.r r•.. '>a:iftktf]�� t..l.,r}:a �.^ - ,%�;YT!.•;NtiW•. ..'.� kti , Analytical Resources, Incorporated Analytical Chemists and Consultants September 18, 2001 David Chawes Hart Crowser, Inc. 1910 Fairview Ave. East Seattle, WA 98102 RE: Client Project: 7626 Alderbrook ARI Job No: DOI4 Dear David: Please find enclosed chain-of-custody (COC) records and analytical results for the above referenced project. Analytical Resources, Inc. (ARI) accepted three sediment samples in good condition on September 4,2001. There were no discrepancies between the COC and the sample containers' labels. The appearance of the samples was noted upon receipt, as requested. The Discharge #2 and Discharge #1 samples appeared to be sandy with some small pebbles, and wet. The Creek sample was primarily sandy with pebbles, but also had some larger stones in the top portion of the jar. There was approximately an inch of standing water in the jar. The samples were analyzed for SMS semivolatiles, PCBs, SMS metals, TOC and total solids. Quality control analysis results are included for your review. Bis(2-ethylhexyl)phthalate was detected in the semivolatiles method blank at 40 mg/kg. The detections of bis(2-ethylhexyl)phthalate in the samples have been qualified with "B" flags. No further analytical complications were noted for these analyses. A copy of this report and the supporting data will remain on file with ARI. If you have any questions or require additional information,please contact me at your convenience. Sincerely, ANALYTICAL RESOURCES, INC. Mary 0 u Fox Project Manager marylou@arilabs.com 206-389-6155 M LF/ml f Enclosure 333 Ninth Avenue North • Seattle WA ` 8109-51t37 • 206-621-6490 • 206-621-752:3 fax ANALYTICAL O RESOURCES INCORPORATED Final Report Laboratory Analysis of Conventional Parameters Sample No: Discharge #1 Lab Sample ID: D014B QC Report No: D014-Hart Crowser LIMS ID: 01-15397 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Data Release Authorized:1ls� Date Received: 09/04/01 Reported: 09/17/01 Dr. M.A. Perkins Analysis Dilution Anal to Date/Batch Method Factor RL Units Result Total Solids 09/10/01 EPA 160.3 0.01 Percent 92.8 09101#1 SM 2540 B Total Organic Carbon 09/12/01 Plumb,1981 0.0050 Percent 1.7 09121#1 RL Analytical reporting limit U Undetected at reported detection limit B Analyte found in method blank above detection Report for D014 received 09/04/01 ANALYTICAL O RESOURCES Final Report INCORPORATED Laboratory Analysis of Conventional Parameters Sample No: Discharge #2 Lab Sample ID: D014A QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 /� Date Sampled: 08/31/01 Data Release Authorized:PI Date Received: 09/04/01 Reported: 09/17/01 Dr. M.A. Perkins Analysis Dilution Analyte Date/Batch Method Factor RL Units Result Total Solids 09/10/01 EPA 160.3 0.01 Percent 93 .5 09101#1 SM 2540 B Total Organic Carbon 09/12/01 Plumb,1981 0.0050 Percent 1.8 09121#1 RL Analytical reporting limit U Undetected at reported detection limit B Analyte found in method blank above detection Report for D014 received 09/04/01 ANALYTICAL O RESOURCES F INCORPORATED Final Report Laboratory Analysis of Conventional Parameters Sample No: Creek Lab Sample ID: D014C QC Report No: D014-Hart Crowser LIMS ID: 01-15398 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Data Release Authorized:) Date Received: 09/04/01 Reported: 09/17/01 Dr. M. Perkins Analysis Dilution Anal to Date/Batch Method Factor RL Units Result Total Solids 09/10/01 EPA 160.3 0.01 Percent 84.3 09101#1 SM 2540 B Total Organic Carbon 09/12/01 Plumb,1981 0.0050 Percent 3.7 09121#1 RL Analytical reporting limit U Undetected at reported detection limit B Analyte found in method blank above detection Report for D014 received 09/04/01 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #1 ANALYTICAL PSDDA Semivolatiles by GC/MS RESOURCES Page 1 of 2 INCORPORATED Lab Sample ID: D014B QC Report No: D014-Hart Crowser LIMS ID: 01-15397 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized•10011, Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 27.3 g-dry-wt Date analyzed: 09/12/01 20:03 Final Extract Volume: 0.5 mL Instrument: FINNS Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 10.01 pH: 7.6 CAS Number Analyte ug/kg 108-95-2 Phenol 18 U 541-73-1 1,3-Dichlorobenzene 18 U 106-46-7 1,4-Dichlorobenzene 18 U 100-51-6 Benzyl Alcohol 18 U 95-50-1 1,2-Dichlorobenzene 18 U 95-48-7 2-Methylphenol 18 U 106-44-5 4-Methylphenol 18 U 621-64-7 N-Nitroso-Di-N-Propylamine 37 U 67-72-1 Hexachloroethane 18 U 105-67-9 2,4-Dimethylphenol 18 U 65-85-0 Benzoic Acid 180 U 120-82-1 1,2,4-Trichlorobenzene 18 U 91-20-3 Naphthalene 18 U 91-57-6 2-Methylnaphthalene 18 U 131-11-3 Dimethylphthalate 18 U 208-96-8 Acenaphthylene 18 U 83-32-9 Acenaphthene 18 U 132-64-9 Dibenzofuran 18 U 84-66-2 Diethylphthalate 18 U 86-73-7 Fluorene 18 U 86-30-6 N-Nitrosodiphenylamine 18 U 87-86-5 Pentachlorophenol 91 U 85-01-8 Phenanthrene 18 U 120-12-7 Anthracene 18 U 84-74-2 Di-n-Butylphthalate 18 U 206-44-0 Fluoranthene 18 U 129-00-0 Pyrene 18 U 85-68-7 Butylbenzylphthalate 18 U 56-55-3 Benzo(a)anthracene 18 U 117-81-7 bis(2-Ethylhexyl)phthalate 480 B 218-01-9 Chrysene 18 U 117-84-0 Di-n-Octyl phthalate 18 U 205-99-2 Benzo(b)fluoranthene 18 U 207-08-9 Benzo(k)fluoranthene 18 U 50-32-8 Benzo(a)pyrene 18 U 193-39-5 Indeno(1,2,3-cd)pyrene 18 U 53-70-3 Dibenz(a,h)anthracene 18 U 191-24-2 Benzo(g,h,i)perylene 18 U FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #2 ANALYTICAL PSDDA Semivolatiles by GC/MS RESOURCES Page 1 of 2 INCORPORATED Lab Sample ID: D014A QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized-0- Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 28.3 g-dry-wt Date analyzed: 09/12/01 17:37 Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 7.2% pH: 6.8 CAS Number Analyte "Cy/kg 108-95-2 Phenol 18 U 541-73-1 1,3-Dichlorobenzene 18 U 106-46-7 1,4-Dichlorobenzene 18 U 100-51-6 Benzyl Alcohol 18 U 95-50-1 1,2-Dichlorobenzene 18 U 95-48-7 2-Methylphenol 18 U 106-44-5 4-Methylphenol 18 U 621-64-7 N-Nitroso-Di-N-Propylamine 35 U 67-72-1 Hexachloroethane 18 U 105-67-9 2,4-Dimethylphenol 18 U 65-85-0 Benzoic Acid 180 U 120-82-1 1,2,4-Trichlorobenzene 18 U 91-20-3 Naphthalene 18 U 91-57-6 2-Methylnaphthalene 18 U 131-11-3 Dimethylphthalate 18 U 208-96-8 Acenaphthylene 18 U 83-32-9 Acenaphthene 18 U 132-64-9 Dibenzofuran 18 U 84-66-2 Diethylphthalate 18 U 86-73-7 Fluorene 18 U 86-30-6 N-Nitrosodiphenylamine 18 U 87-86-5 Pentachlorophenol 88 U 85-01-8 Phenanthrene 18 U 120-12-7 Anthracene 18 U 84-74-2 Di-n-Butylphthalate 35 206-44-0 Fluoranthene 18 U 129-00-0 Pyrene 18 U 85-68-7 Butylbenzylphthalate 18 U 56-55-3 Benzo(a)anthracene 18 U 117-81-7 bis(2-Ethylhexyl)phthalate 130 B 218-01-9 Chrysene 18 U 117-84-0 Di-n-Octyl phthalate 18 U 205-99-2 Benzo(b)fluoranthene 18 U 207-08-9 Benzo(k) fluoranthene 18 U 50-32-8 Benzo(a)pyrene 18 U 193-39-5 Indeno(1,2,3-cd)pyrene 18 U 53-70-3 Dibenz(a,h)anthracene 18 U 191-24-2 Benzo(g,h, i)perylene 18 U FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Creek ANALYTICAL PSDDA Semivolatiles by GC/MS RESOURCES Page 1 of 2 INCORPORATED Lab Sample ID: D014C QC Report No: D014-Hart Crowser LIMS ID: 01-15398 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized:,��f Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 25.9 g-dry-wt Date analyzed: 09/12/01 20:52 Final Extract Volume: 0. 5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 15.1e pH: 7.3 CAS Number Analyte ug/kg 108-95-2 Phenol 19 U 541-73-1 1,3-Dichlorobenzene 19 U 106-46-7 1,4-Dichlorobenzene 19 U 100-51-6 Benzyl Alcohol 19 U 95-50-1 1,2-Dichlorobenzene 19 U 95-48-7 2-Methylphenol 19 U 106-44-5 4-Methylphenol 19 U 621-64-7 N-Nitroso-Di-N-Propylamine 39 U 67-72-1 Hexachloroethane 19 U 105-67-9 214-Dimethylphenol 19 U 65-85-0 Benzoic Acid 190 U 120-82-1 1,2,4-Trichlorobenzene 19 U 91-20-3 Naphthalene 19 U 91-57-6 2-Methylnaphthalene 19 U 131-11-3 Dimethylphthalate 19 U 208-96-8 Acenaphthylene 19 U 83-32-9 Acenaphthene 19 U 132-64-9 Dibenzofuran 19 U 84-66-2 Diethylphthalate 19 U 86-73-7 Fluorene 19 U 86-30-6 N-Nitrosodiphenylamine 19 U 87-86-5 Pentachlorophenol 97 U 85-01-8 Phenanthrene 19 U 120-12-7 Anthracene 19 U 84-74-2 Di-n-Butylphthalate 38 206-44-0 Fluoranthene 19 U 129-00-0 Pyrene 19 U 85-68-7 Butylbenzylphthalate 19 U 56-55-3 Benzo(a)anthracene 19 U 117-81-7 bis(2-Ethylhexyl)phthalate 28 B 218-01-9 Chrysene 19 U 117-84-0 Di-n-Octyl phthalate 19 U 205-99-2 Benzo(b)fluoranthene 19 U 207-08-9 Benzo(k)fluoranthene 19 U 50-32-8 Benzo(a)pyrene 19 U 193-39-5 Indeno(1,2,3-cd)pyrene 19 U 53-70-3 Dibenz(a,h)anthracene 19 U 191-24-2 Benzo(g,h,i)perylene 19 U FORM-1 ANALYTICAL RESOURCES ORGANICS ANALYSIS DATA SHEET INCORPORATED PCB by GC/ECD Sample No: Discharge #1 Lab Sample ID: D014B QC Report No: D014-Hart Crowser LIMS ID: 01-15397 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Data Release Authorized:b[4- Date Received: 09/04/01 Reported: 09/14/01 oflgk Date extracted: 09/07/01 GPC Cleanup: No Date analyzed: 09/13/01 19:12 Flor.isil Cleanup: No Instrument ID: ECD4 Acid Cleanup: Yes Sample Amount: 27.3 g-dry-wt Sulfur Cleanup: Yes Final Ext Vol: 5.0 mL Conc/Dilution Factor: 1:1 pH: 7.6 Percent Moisture: 10.0% Reported in Total ug/kg Dry Weight CAS Number Analyte Value 12674-11-2 Aroclor 1016 18 U 53469-21-9 Aroclor 1242 18 U 12672-29-6 Aroclor 1248 18 U 11097-69-1 Aroclor 1254 18 U 11096-82-5 Aroclor 1260 18 U 11104-28-2 Aroclor 1221 37 U 11141-16-5 Aroclor 1232 18 U 118-74-1 Hexachlorobenzene 0.9 U 87-68-3 Hexachlorobutadiene 0.9 U PCB-Aroclor Surrogate Recovery Decachlorobiphenyl 75.2% Tetrachlorometaxylene 96.5% Data Qualifiers J Indicates an estimated value when that result is less than the calculated detection limit. E Indicates a value above the linear range of the detector. Dilution Required S Indicates no value reported due to saturation of the detector. D Indicates the surrogate was diluted out. U Indicates compound was analyzed for, but not detected at the given detection limit. B Found in associated method blank NA Indicates compound was not analyzed. NR Indicates no recovery due to interferences. NV Indicates no value reportable - see additional analyses. Y Indicates a raised reporting limit due to matrix interferences. The analyte may be present at or below the listed concentration, but in the opinion of the analyst, confirmation was inadequate. FORM-1 PCB ANALYTICAL O ORGANICS ANALYSIS DATA SHEET RESOURCES PCB by GC/ECD INCORPORATED Sample No: Discharge #2 Lab Sample ID: D014A QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Data Release Authorized: 61'- Date Received: 09/04/01 Reported: 09/14/01 6,11"t Date extracted: 09/07/01 GPC Cleanup: No Date analyzed: 09/13/01 19:12 Florisil Cleanup: No Instrument ID: ECD4 Acid Cleanup: Yes Sample Amount: 28.4 g-dry-wt Sulfur Cleanup: Yes Final Ext Vol: 5.0 mL Conc/Dilution Factor: 1:1 pH: 6.8 Percent Moisture: 7.2 % Reported in Total ug/kg Dry Weight CAS Number Analyte Value 12674-11-2 Aroclor 1016 18 U 53469-21-9 Aroclor 1242 18 U 12672-29-6 Aroclor 1248 18 U 11097-69-1 Aroclor 1254 18 U 11096-82-5 Aroclor 1260 18 U 11104-28-2 Aroclor 1221 35 U 11141-16-5 Aroclor 1232 18 U 118-74-1 Hexachlorobenzene 0.9 U 87-68-3 Hexachlorobutadiene 0.9 U PCB-Aroclor Surrogate Recovery Decachlorobiphenyl 85.06 Tetrachlorometaxylene 90.511. Data Qualifiers J Indicates an estimated value when that result is less than the calculated detection limit. E Indicates a value above the linear range of the detector. Dilution Required S Indicates no value reported due to saturation of the detector. D Indicates the surrogate was diluted out. U Indicates compound was analyzed for, but not detected at the given detection limit. B Found in associated method blank NA Indicates compound was not analyzed. NR Indicates no recovery due to interferences. NV Indicates no value reportable - see additional analyses. Y Indicates a raised reporting limit due to matrix interferences. The analyte may be present at or below the listed concentration, but in the opinion of the analyst, confirmation was inadequate. FORM-1 PCB ANALYTICAL RESOURCESO ORGANICS ANALYSIS DATA SHEET INCORPORATED PCB by GC/ECD Sample No: Creek Lab Sample ID: 0014C QC Report No: D014-Hart Crowser LIMS ID: 01-15398 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Data Release Authorized: &L+ Date Received: 09/04/01 Reported: 09/14/01 f 1,,,1." Date extracted: 09/07/01 l( GPC Cleanup: No Date analyzed: 09/13/01 19:12 Florisil Cleanup: No Instrument ID: ECD4 Acid Cleanup: Yes Sample Amount: 26.1 g-dry-wt Sulfur Cleanup: Yes Final Ext Vol: 5.0 mL Conc/Dilution Factor: 1:1 pH: 7.3 Percent Moisture: 15.1% Reported in Total ug/kg Dry Weight CAS Number Analyte Value 12674-11-2 Aroclor 1016 19 U 53469-21-9 Aroclor 1242 19 U 12672-29-6 Aroclor 1248 19 U 11097-69-1 Aroclor 1254 19 U 11096-82-5 Aroclor 1260 19 U 11104-28-2 Aroclor 1221 38 U 11141-16-5 Aroclor 1232 19 U 118-74-1 Hexachlorobenzene 1.0 U 87-68-3 Hexachlorobutadiene 1.0 U PCB-Aroclor Surrogate Recovery Decachlorobiphenyl 88.0% Tetrachlorometaxylene 108% Data Qualifiers J Indicates an estimated value when that result is less than the calculated detection limit. E Indicates a value above the linear range of the detector. Dilution Required S Indicates no value reported due to saturation of the detector. D Indicates the surrogate was diluted out. U Indicates compound was analyzed for, but not detected at the given detection limit. B Found in associated method blank NA Indicates compound was not analyzed. NR Indicates no recovery due to interferences. NV Indicates no value reportable - see additional analyses. Y Indicates a raised reporting limit due to matrix interferences. The analyte may be present at or below the listed concentration, but in the opinion of the analyst, confirmation was inadequate. FORM-1 PCB ANALYTICAL RESOURCES (O INCORPORATED INORGANICS ANALYSIS DATA SHEET Sample No: Discharge #1 TOTAL METALS Lab Sample ID: D0148 QC Report No: D014-Hart Crowser LIMS ID: 01-15397 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Date Received: 09/04/01 Data Release Authorized Reported: 09/17/01 Percent Total Solids: 90.3% Prep Prep Analysis Analysis Meth Date Method Date CAS Number Analyte RL mg/kg-dry 3 / / - 050E 09 06 O1 6010B 09/14/01 7440-38 2 Arsenic 5 5 U 3050E 09/06/01 6010B 09/14/01 7440-43-9 Cadmium 0.2 0.3 3050B 09/06/01 6010B 09/14/01 7440-47-3 Chromium 0.5 41.4 3050B 09/06/01 6010B 09/14/01 7440-50-8 Copper 0.2 90.8 3050B 09/06/01 6010E 09/14/01 7439-92-1 Lead 2 14 CLP 09/06/01 7471A 09/10/01 7439-97-6 Mercury 0.05 0.05 U 3050B 09/06/01 6010B 09/14/01 7440-22-4 Silver 0.3 0.3 U 3050B 09/06/01 60160B 09/14/01 7440-66-6 Zinc 0.6 109 U Analyte undetected at given RL RL Reporting Limit FORM-1 ANALYTICAL RESOURCES O INCORPORATED INORGANICS ANALYSIS DATA SHEET Sample No: Discharge #2 TOTAL METALS Lab Sample ID: D014A QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Date Received: 09/04/01 Data Release Authorized Reported: 09/17/01 Percent Total Solids: 90.6% Prep Prep Analysis Analysis Meth Date Method Date CAS Number Analyte RL mg/kg-dry 3050B 09/06/01 6010B 09/14/01 7440-38-2 Arsenic 5 5 U 3050B 09/06/01 6010B 09/14/01 7440-43-9 Cadmium 0.2 0.2 U 3050B 09/06/01 6010B 09/14/01 7440-47-3 Chromium 0.5 46.8 3050B 09/06/01 6010B 09/14/01 7440-50-8 Copper 0.2 32.9 3050B 09/06/01 6010B 09/14/01 7439-92-1 Lead 2 16 CLP 09/06/01 7471A 09/10/01 7439-97-6 Mercury 0.05 0.05 U 3050B 09/06/01 6010B 09/14/01 7440-22-4 Silver 0.3 0.3 U 3050B 09/06/01 6010B 09/14/01 7440-66-6 Zinc 0.6 74.5 0 U Analyte undetected at given RL RL Reporting Limit FORM-I ANALYTICAL �/O RESOURCES v INCORPORATED INORGANICS ANALYSIS DATA SHEET Sample No: Creek TOTAL METALS Lab Sample ID: DO14C QC Report No: D014-Hart Crowser LIMS ID: 01-15398 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Date Received: 09/04/01 Data Release Authorized Reported: 09/17/01 Percent Total Solids: 86.0% Prep Prep Analysis Analysis Meth Date Method Date CAS Number Analyte RL mg/kg-dry 3050B 09/06/01 6010B 09/14/01 7440-38-2 Arsenic 6 6 U 3050B 09/06/01 6010B 09/14/01 7440-43-9 Cadmium 0.2 0.3 3050B 09/06/01 6010B 09/14/01 7440-47-3 Chromium 0.6 106 3050B 09/06/01 6010E 09/14/01 7440-50-8 Copper 0.2 29.7 3050B 09/06/01 6010B 09/14/01 7439-92-1 Lead 2 5 CLP 09/06/01 7471A 09/10/01 7439-97-6 Mercury 0.04 0.04 U 3050B 09/06/01 6010E 09/14/01 7440-22-4 Silver 0.3 0.3 U 3050B 09/06/01 6010B 09/14/01 7440-66-6 Zinc 0.7 47.7 U Analyte undetected at given RL RL Reporting Limit FORM-I ORGANICS ANALYSIS DATA SHEET ANALYTICAL O PSDDA Semivolatiles by GC/MS Sample No: Method Blank RESOURCES 0 INCORPORATED Page 1 of 2 Lab Sample ID: D014MB QC Report No: DO14-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized,,'- Date Sampled: NA Reported: 09/18/01 Date Received: NA Date extracted: 09/07/01 Sample Amount: 25.0 g-dry-wt Equiv Date analyzed: 09/12/01 16:02 Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: NA pH: NA CAS Number Analyte ug/kg 108-95-2 Phenol 20 U 541-73-1 1,3-Dichlorobenzene 20 U 106-46-7 1,4-Dichlorobenzene 20 U 100-51-6 Benzyl Alcohol 20 U 95-50-1 1,2-Dichlorobenzene 20 U 95-48-7 2-Methylphenol 20 U 106-44-5 4-Methylphenol 20 U 621-64-7 N-Nitroso-Di-N-Propylamine 40 U 67-72-1 Hexachloroethane 20 U 105-67-9 2,4-Dimethylphenol 20 U 65-85-0 Benzoic Acid 200 U 120-82-1 1,2,4-Trichlorobenzene 20 U 91-20-3 Naphthalene 20 U 91-57-6 2-Methylnaphthalene 20 U 131-11-3 Dimethylphthalate 20 U 208-96-8 Acenaphthylene 20 U 83-32-9 Acenaphthene 20 U 132-64-9 Dibenzofuran 20 U 84-66-2 Diethylphthalate 20 U 86-73-7 Fluorene 20 U 86-30-6 N-Nitrosodiphenylamine 20 U 87-86-5 Pentachlorophenol 100 U 85-01-8 Phenanthrene 20 U 120-12-7 Anthracene 20 U 84-74-2 Di-n-Butylphthalate 20 U 206-44-0 Fluoranthene 20 U 129-00-0 Pyrene 20 U 85-68-7 Butylbenzylphthalate 20 U 56-55-3 Benzo(a)anthracene 20 U 117-81-7 bis(2-Ethylhexyl)phthalate 40 218-01-9 Chrysene 20 U 117-84-0 Di-n-Octyl phthalate 20 U 205-99-2 Benzo(b) fluoranthene 20 U 207-08-9 Benzo(k)fluoranthene 20 U 50-32-8 Benzo(a)pyrene 20 U 193-39-5 Indeno(1,2,3-cd)pyrene 20 U 53-70-3 Dibenz(a,h)anthracene 20 U 191-24-2 Benzo(g,h,i)perylene 20 U FORM-1 ORGANICS ANALYSIS DATA SHEET ANALYTICAL PSDDA Semivolatiles by GC/MS Sample No: Method Blank RESOURCES Page 2 of 2 INCORPORATED Lab Sample ID: D014MB QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized: , Date Sampled: NA Reported: 09/18/01 Date Received: NA Date extracted: 09/07/01 Sample Amount: 25.0 g-dry-wt Equiv Date analyzed: 09/12/01 16:02 Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: NA pH: NA CAS Number Analyte ug/kg Semivolatiles Surrogate Recovery d5-Nitrobenzene 65.61 d5-Phenol 65.1% 2-Fluorobiphenyl 73.6% 2-Fluorophenol 63 .91 d14-p-Terphenyl 91.0% 2,4,6-Tribromophenol 58.3% d4-1,2-Dichlorobenzene, 62.3% d4-2-Chlorophenol 59.3% FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #2 ANALYTICAL PSDDA Semivolatiles by GC/MS Matrix Spike RESOURCES INCORPORATED Page 1 of 2 Lab Sample ID: D014A-MS QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized;?' Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 28.1 g-dry-wt Date analyzed: Final Extract Volume: 0.5 mL Instrument: FINNB Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 7.2% pH: 6.8 CAS Number Analyte ug/kg 108-95-2 Phenol --- 541-73-1 1,3-Dichlorobenzene 18 U 106-46-7 1,4-Dichlorobenzene --- 100-51-6 Benzyl Alcohol 18 U 95-50-1 1,2-Dichlorobenzene 18 U 95-48-7 2-Methylphenol 18 U 106-44-5 4-Methylphenol 18 U 621-64-7 N-Nitroso-Di-N-Propylamine --- 67-72-1 Hexachloroethane 18 U 105-67-9 2,4-Dimethylphenol 18 U 65-85-0 Benzoic Acid 180 U 120-82-1 1,2,4-Trichlorobenzene --- 91-20-3 Naphthalene 18 U 91-57-6 2-Methylnaphthalene 18 U 131-11-3 Dimethylphthalate 18 U 208-96-8 Acenaphthylene 18 U 83-32-9 Acenaphthene --- 132-64-9 Dibenzofuran 18 U 84-66-2 Diethylphthalate 18 U 86-73-7 Fluorene 18 U 86-30-6 N-Nitrosodiphenylamine 18 U 87-86-5 Pentachlorophenol --- 85-01-8 Phenanthrene 18 U 120-12-7 Anthracene 18 U 84-74-2 Di-n-Butylphthalate 39 206-44-0 Fluoranthene 18 U 129-00-0 Pyrene --- 85-68-7 Butylbenzylphthalate 18 U 56-55-3 Benzo(a)anthracene 18 U 117-81-7 bis(2-Ethylhexyl)phthalate 250 B 218-01-9 Chrysene 18 U 117-84-0 Di-n-Octyl phthalate 18 U 205-99-2 Benzo(b)fluoranthene 18 U 207-08-9 Benzo(k)fluoranthene 18 U 50-32-8 Benzo(a)pyrene 18 U 193-39-5 Indeno(1,2,3-cd)pyrene 18 U 53-70-3 Dibenz(a,h)anthracene 18 U 191-24-2 Benzo(g,h,i)perylene 18 U FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #2 ANALYTICAL PSDDA Semivolatiles by GC/MS Matrix Spike RESOURCES Page 2 of 2 INCORPORATED Lab Sample ID: DO14A-MS QC Report No: DO14-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized:.��� Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 28.1 g-dry-wt Date analyzed: Final Extract Volume: O.S mL Instrument: FINN8 Dilution Factor: 1: 1 GPC Cleanup: NO Percent Moisture: 7.2s pH: 6.8 CAS Number Analyte ug/kg Semivolatiles Surrogate Recovery d5-Nitrobenzene 53.816 d5-Phenol 59.416 2-Fluorobiphenyl 67.61 2-Fluorophenol 60.7% dl4-p-Terphenyl 77.816 2,4,6-Tribromophenol 61.216 d4-1,2-Dichlorobenzene 53.716 d4-2-Chlorophenol 55.7% FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #2 ANALYTICAL RESOURCESike Dup PSDDA Semivolatiles by GC/MS Matrix Sp INCORPORATED Page 1 of 2 Lab Sample ID: D014A-MSD QC Report No: DO14-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized:,;-If! Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 28.2 g-dry-wt Date analyzed: Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 7.20 pH: 6.8 CAS Number Analyte ug/kg 108-95-2 Phenol --- 541-73-1 1,3-Dichlorobenzene 18 U 106-46-7 1,4-Dichlorobenzene --- 100-51-6 Benzyl Alcohol 18 U 95-50-1 1,2-Dichlorobenzene 18 U 95-48-7 2-Methylphenol 18 U 106-44-5 4-Methylphenol 18 U 621-64-7 N-Nitroso-Di-N-Propylamine --- 67-72-1 Hexachloroethane 18 U 105-67-9 2,4-Dimethylphenol 18 U 65-85-0 Benzoic Acid 180 U 120-82-1 1,2,4-Trichlorobenzene --- 91-20-3 Naphthalene 18 U 91-57-6 2-Methylnaphthalene 18 U 131-11-3 Dimethylphthalate 18 U 208-96-8 Acenaphthylene 18 U 83-32-9 Acenaphthene --- 132-64-9 Dibenzofuran 18 U 84-66-2 Diethylphthalate 18 U 86-73-7 Fluorene 18 U 86-30-6 N-Nitrosodiphenylamine 18 U 87-86-5 Pentachlorophenol --- 85-01-8 Phenanthrene 18 U 120-12-7 Anthracene 18 U 84-74-2 Di-n-Butylphthalate 30 206-44-0 Fluoranthene 18 U 129-00-0 Pyrene --- 85-68-7 Butylbenzylphthalate 18 U 56-55-3 Benzo(a)anthracene 18 U 117-81-7 bis(2-Ethylhexyl)phthalate 110 B 218-01-9 Chrysene 18 U 117-84-0 Di-n-Octyl phthalate 18 U 205-99-2 Benzo(b)fluoranthene 18 U 207-08-9 Benzo(k)fluoranthene 18 U 50-32-8 Benzo(a)pyrene 18 U 193-39-5 Indeno(1,2,3-cd)pyrene 18 U 53-70-3 Dibenz(a,h)anthracene 18 U 191-24-2 Benzo(g,h,i)perylene 18 U FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #2 ANALYTICAL O PSDDA Semivolatiles by GC/MS Matrix Spike Dup RESOURCES Page 2 of 2 INCORPORATED Lab Sample ID: D014A-MSD QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized: Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 28.2 g-dry-wt Date analyzed: Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 7.2% pH: 6.8 CAS Number Analyte ug/kg Semivolatiles Surrogate Recovery d5-Nitrobenzene 46.3% d5-Phenol 49.91 2-Fluorobiphenyl 54.21; 2-Fluorophenol 48.6s dl4-p-Terphenyl 74.21 2,4,6-Tribromophenol 54.7% d4-1,2-Dichlorobenzene 44.7% d4-2-Chlorophenol 44.31 FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #1 ANALYTICAL O PSDDA Semivolatiles by GC/MS RESOURCES INCORPORATED Page 2 of 2 Lab Sample ID: D014B QC Report No: D014-Hart Crowser LIMS ID: 01-15397 Project: Alderbrook Matrix: Sediment � 7626 Data Release Authorized-,... Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 27 .3 g-dry-wt Date analyzed: 09/12/01 20:03 Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 10.0% pH: 7.6 CAS Number Analyte ug/kg Semivolatiles Surrogate Recovery d5-Nitrobenzene 51.41 d5-Phenol 58.01 2-Fluorobiphenyl 62.0% 2-Fluorophenol 57.5% dl4-p-Terphenyl 77.0% 2,4,6-Tribromophenol 60.1% d4-1,2-Dichlorobenzene 51.06 d4-2-Chlorophenol 52.2% FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Discharge #2 ANALYTICAL PSDDA Semivolatiles by GC/MS RESOURCES O Page 2 of 2 INCORPORATED Lab Sample ID: D014A QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized; ) Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 28.3 g-dry-wt Date analyzed: 09/12/01 17:37 Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1 :1 GPC Cleanup: NO Percent Moisture: 7.2% pH: 6.8 CAS Number Analyte ug/kg Semivolatiles Surrogate Recovery d5-Nitrobenzene 49.91 d5-Phenol 51.0% 2-Fluorobiphenyl 54.7% 2-Fluorophenol 50.9% dl4-p-Terphenyl 72.75. 2,4,6-Tribromophenol 51.0% d4-1,2-Dichlorobenzene 44.5% d4-2-Chlorophenol 46.6% FORM-1 ORGANICS ANALYSIS DATA SHEET Sample No: Creek ANALYTICAL PSDDA Semivolatiles by GC/MS RESOURCESO INCORPORATED Page 2 of 2 Lab Sample ID: D014C QC Report No: D014-Hart Crowser LIMS ID: 01-15398 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized: /! Date Sampled: 08/31/01 Reported: 09/18/01 Date Received: 09/04/01 Date extracted: 09/07/01 Sample Amount: 25.9 g-dry-wt Date analyzed: 09/12/01 20:52 Final Extract Volume: 0.5 mL Instrument: FINN8 Dilution Factor: 1:1 GPC Cleanup: NO Percent Moisture: 15.1% pH: 7.3 CAS Number Analyte ug/kg Semivolatiles Surrogate Recovery d5-Nitrobenzene 53.0% d5-Phenol 57.6% 2-Fluorobiphenyl 63.916 2-Fluorophenol 62.31; d14-p-Terphenyl 84.316 2,4,6-Tribromophenol 67.9% d4-1,2-Dichlorobenzene 54.416 d4-2-Chlorophenol 56.7% FORM-1 O ORGANICS ANALYSIS DATA SHEET ANALYTICAL RESOURCES Semivolatiles by GC/MS INCORPORATED Page 1 of 1 Sample No: Discharge #2 Lab Sample ID: D014A QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Date Received: 09/04/01 Data Release Authorized�,j!' Reported: 09/18/01 MATRIX SPIKE/SPIKE DUPLICATE RECOVERY Date extracted: 09/07/01 Date analyzed: 09/12/01 SAMPLE SPIKE SPIKE % CONSTITUENT VALUE VALUE ADDED RECOVERY RPD MATRIX SPIKE Phenol < 18 417 667 62.5% 1,4-Dichlorobenzene < 18 248 445 55.71 N-Nitroso-Di-N-Propylamine < 35 235 445 52.81 1,2,4-Trichlorobenzene < 18 265 445 59.61 Acenaphthene < 18 273 445 61.3% Pentachlorophenol < 88 308 667 46.2% Pyrene < 18 285 445 64.0% MATRIX SPIKE DUPLICATE Phenol < 18 356 665 53.5% 16% 1,4-Dichlorobenzene < 18 219 444 49.3% 12% N-Nitroso-Di-N-Propylamine < 35 131 444 29.5% 5716 1,2,4-Trichlorobenzene < 18 236 444 53.26 11% Acenaphthene < 18 239 444 53.8% 13% Pentachlorophenol < 88 260 665 39.1% 17% Pyrene < 18 283 444 63.7% 0.521; Values reported in ug/kg-dry-weight FORM-III ORGANICS ANALYSIS DATA SHEET ANALYTICAL Semivolatiles by GC/MS RESOURCES INCORPORATED Page 1 of 1 Lab Sample ID: D014LC QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized: �'i� Reported: 09/18/01 LABORATORY CONTROL SAMPLE Date extracted: 09/07/01 Date analyzed: 09/12/01 SPIKE SPIKE % CONSTITUENT VALUE ADDED RECOVERY Phenol 522 750 69.6% 1,4-Dichlorobenzene 332 500 66.4% N-Nitroso-Di-N-Propylamine 264 500 52.8% 1,2,4-Trichlorobenzene 345 500 69.0% Acenaphthene 316 500 63.2% Pentachlorophenol 402 750 53.6% Pyrene 349 500 69.8% Lab Control Surrogate Recovery d5-Nitrobenzene 66.41; d5-Phenol 68.61 2-Fluorobiphenyl 69.8% 2-Fluorophenol 69.1% d14-p-Terphenyl 86.7% 2,4,6-Tribromophenol 51.7% d4-1,2-Dichlorobenzene 64.3% d4-2-Chlorophenol 62.6% Values reported in ug/kg-dry-weight FORM-III ANALYTICAL(a RESOURCES INCORPORATED SOIL SEMIVOLATILE SURROGATE RECOVERY SUMMARY Matrix: Sediment QC Report No: DO14-Hart Crowser Project: Alderbrook 7626 Client ID NBZ FBP TPH PHL 2FP TBP 2CP DCB TOT OUT Method Blank 65.616 73.6%; 91.01 65.1% 63.9% 58.31 59.3% 62.3% 0 Lab Control 66.4% 69.8% 86.7% 68.6% 69.116 51.716 62.6% 64.31s 0 Discharge #2 49.9%; 54.7% 72.7. 51.01 50.91 51.0% 46.6% 44.51; 0 Discharge #2-MS 53.8% 67.6% 77.8% 59.4% 60.716 61.2% 55.7% 53.71 0 Discharge #2-MSD 46.3% 54.21 74.2% 49.9% 48.6% 54.7% 44.3°s 44.7% 0 Discharge #1 51.4% 62.0% 77.0% 58.0% 57.5% 60.1% 52.21k 51.0% 0 Creek 53.01; 63.91 84.31; 57.6% 62.3% 67.9% 56.716 54.46 0 LCS/MB SURR SAMPLE SURR LIMITS LIMITS (NBZ) = Nitrobenzene-d5 (48-105) (26-103) (FBP) = 2-Fluorobiphenyl (48-110) (23-116) (TPH) = p-Terphenyl-d14 (45-124) (14-135) (PHL) = Phenol-d5 (48-109) (28-112) (2FP) = 2-Fluorophenol (40-127) (15-124) (TBP) = 2,4,6-Tribromophenol (20-111) (13-135) (2CP) = 2-Chlorophenol-d4 (46-111) (25-112) (DCB) = 1,2-Dichlorobenzene-d4 (42-109) (18-96) # Column to be used to flag recovery values * Values outside of required QC limits D Surrogate Compound diluted out Page 1 for D014 FORM-II SVOA-1 ANALYTICAL O RESOURCES ORGANICS ANALYSIS DATA SHEET INCORPORATED PCB by GC/ECD Sample No: Method Blank Lab Sample ID: D014MB QC Report No: D014-Hart Crowser LIMS ID: 01-1S396 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: NA Data Release Authorized: Date Received: NA Reported: 0 9/14/01 Date extracted: 09/07/01 GPC Cleanup: No Date analyzed: 09/12/01 21:48 Florisil Cleanup: No Instrument ID: ECD4 Acid Cleanup: Yes Sample Amount: 25.0 g-dry-wt Sulfur Cleanup: Yes Final Ext Vol: 5.0 mL Conc/Dilution Factor: 1:1 pH: NA Percent Moisture: NA Reported in Total ug/kg Dry Weight CAS Number Analyte Value 12674-11-2 Aroclor 1016 20 U 53469-21-9 Aroclor 1242 20 U 12672-29-6 Aroclor 1248 20 U 11097-69-1 Aroclor 1254 20 U 11096-82-5 Aroclor 1260 20 U 11104-28-2 Aroclor 1221 40 U 11141-16-5 Aroclor 1232 20 U 118-74-1 Hexachlorobenzene 1.0 U 87-68-3 Hexachlorobutadiene 1.0 U PCB-Aroclor Surrogate Recovery Decachlorobiphenyl 98.8% Tetrachlorometaxylene 96.81-4 Data Qualifiers J Indicates an estimated value when that result is less than the calculated detection limit. E Indicates a value above the linear range of the detector. Dilution Required S Indicates no value reported due to saturation of the detector. D Indicates the surrogate was diluted out. U Indicates compound was analyzed for, but not detected at the given detection limit. B Found in associated method blank NA Indicates compound was not analyzed. NR Indicates no recovery due to interferences. NV Indicates no value reportable - see additional analyses. Y Indicates a raised reporting limit due to matrix interferences. The analyte may be present at or below the listed concentration, but in the opinion of the analyst, confirmation was inadequate. FORM-1 PCB ANALYTICAL O ORGANICS ANALYSIS DATA SHEET RESOURCES PCB by GC/ECD INCORPORATED Sample No: Discharge #2 MATRIX SPIRE Lab Sample ID: D014AMS QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Data Release Authorized: (-It Date Received: 09/04/01 Reported: 09/14/01 11/y/-I Date extracted: 09/07/01 GPC Cleanup: No Date analyzed: 09/13/01 19:47 Florisil Cleanup: No Instrument ID: ECD4 Acid Cleanup: Yes Sample Amount: 27.9 g-dry-wt Sulfur Cleanup: Yes Final Ext Vol: 5.0 mL Conc/Dilution Factor: 1:1 pH: 6.8 Percent Moisture: 7.2 % Reported in Total ug/kg Dry Weight CAS Number Analyte Value 12674-11-2 Aroclor 1016 18 U 53469-21-9 Aroclor 1242 --- 12672-29-6 Aroclor 1248 18 U 11097-69-1 Aroclor 1254 18 U 11096-82-5 Aroclor 1260 18 U 11104-28-2 Aroclor 1221 36 U 11141-16-5 Aroclor 1232 18 U 118-74-1 Hexachlorobenzene 0.9 U 87-68-3 Hexachlorobutadiene 0.9 U PCB-Aroclor Surrogate Recovery Decachlorobiphenyl 88.2% Tetrachlorometaxylene 101% Data Qualifiers J Indicates an estimated value when that result is less than the calculated detection limit. E Indicates a value above the linear range of the detector. Dilution Required S Indicates no value reported due to saturation of the detector. D Indicates the surrogate was diluted out. U Indicates compound was analyzed for, but not detected at the given detection limit. B Found in associated method blank NA Indicates compound was not analyzed. NR Indicates no recovery due to interferences. NV Indicates no value reportable - see additional analyses. Y Indicates a raised reporting limit due to matrix interferences. The analyte may be present at or below the listed concentration, but in the opinion of the analyst, confirmation was inadequate. FORM-1 PCB ANALYTICAL O RESOURCES ORGANICS ANALYSIS DATA SHEET INCORPORATED PCB by GC/ECD Sample No: Discharge #2 SPIKE DUPLICATE Lab Sample ID: D014AMSD QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: 08/31/01 Data Release Authorized:Gµ Date Received: 09/04/01 Reported: 09/14/01 ,off /'I Date extracted: 09/07/01 ( GPC Cleanup: No Date analyzed: 09/13/01 19:47 Florisil Cleanup: No Instrument ID: ECD4 Acid Cleanup: Yes Sample Amount: 28.3 g-dry-wt Sulfur Cleanup: Yes Final Ext Vol: 5.0 mL Conc/Dilution Factor: 1:1 pH: 6.8 Percent Moisture: 7.2 Reported in Total ug/kg Dry Weight CAS Number Analyte Value 12674-11-2 Aroclor 1016 18 U 53469-21-9 Aroclor 1242 12672-29-6 Aroclor 1248 18 U 11097-69-1 Aroclor 1254 18 U 11096-82-5 Aroclor 1260 18 U 11104-28-2 Aroclor 1221 35 U 11141-16-5 Aroclor 1232 18 U 118-74-1 Hexachlorobenzene 0.9 U 87-68-3 Hexachlorobutadiene 0.9 U PCB-Aroclor Surrogate Recovery Decachlorobiphenyl 79.8% Tetrachlorometaxylene 89.8% Data Qualifiers J Indicates an estimated value when that result is less than the ` calculated detection limit. E Indicates a value above the linear range of the detector. Dilution Required S Indicates no value reported due to saturation of the detector. D Indicates the surrogate was diluted out. U Indicates compound was analyzed for, but not detected at the given detection limit. B Found in associated method blank NA Indicates compound was not analyzed. NR Indicates no recovery due to interferences. NV Indicates no value reportable - see additional analyses. Y Indicates a raised reporting limit due to matrix interferences. The analyte may be present at or below the listed concentration, but in the opinion of the analyst, confirmation was inadequate. FORM-1 PCB ANALYTICAL RESOURCES ORGANICS ANALYSIS DATA SHEET INCORPORATED PCB by GC/ECD Sample No: Discharge #2 Lab Sample ID: D014A QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Date Received: 09/04/01 Data Release Authorized: , 1} Reported: 09/14/01 MATRIX SPIKE/SPIRE DUPLICATE RECOVERY Date extracted: 09/07/01 SAMPLE SPIKE SPIKE CONSTITUENT VALUE FOUND ADDED RECOVERY RPD MATRIX SPIKE Aroclor 1242 < 18 177 180 98.2; MATRIX SPIKE DUPLICATE Aroclor 1242 < 18 157 178 88.4% 10% Values Reported in Total ug/kg Dry Weight FORM-III ANALYTICAL RESOURCES INCORPORATED ORGANICS ANALYSIS DATA SHEET PCB by GC/ECD Lab Sample ID: D014 QC Report No: D014-Hart Crowser Project:L IMS ID: 01-15396 7ect: Alderbrook Matrix: Sediment 7626 Data Release Authorized: jt Reported: 09/14/01 Jj1g1./1 LABORATORY CONTROL SAMPLE SPIRE RECOVERY Date extracted: 09/07/01 SPIKE SPIRE CONSTITUENT FOUND ADDED RECOVERY LABORATORY CONTROL SAMPLE Aroclor 1242 199 202 98.71 Aroclor Surrogate Recoveries Decachlorobiphenyl 10296 Tetrachlorometaxylene 98.8% Values Reported in Total ug/kg Dry Weight FORM-III ANALYTICAL O RESOURCES INCORPORATED SOIL AROCLOR SURROGATE SUMMARY Matrix: Sediment QC Report No: D014 Project: Alderbrook 7626 LIMS ID Lab ID Client ID TCMX # DCBP # TOT OUT 01-15396MB 090701MB Method Blank 96.8% 98.8% 0 01-15396LCS 090701LCS Lab Control 98.8°s 102% 0 01-15396 D014A Discharge #2 90.5% 8S.0% 0 01-15396 D014AMS Discharge #2 1016 88.2% 0 01-15396 D014AMSD Discharge #2 89.81 79.816 0 01-15397 D014B Discharge #1 96.516 75.2% 0 01-15398 D014C Creek 108% 88.0% 0 LCS/MB LIMITS QC LIMITS (TCMX) = Tetrachloro-m-xylene (52-125) (18-127) (DCBP) = Decachlorobiphenyl (43-136) (19-140) # Column to be used to flag recovery values * Values outside of required QC limits D Surrogate Compound diluted out Page 1 for D014 FORM-II PCB ANALYTICAL RESOURCES CIG INCORPORATED INORGANICS ANALYSIS DATA SHEET Sample No: Method Blank TOTAL METALS Lab Sample ID: D014MB QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Date Sampled: NA Date Received: NA Data Release Authorized k-/ Reported: 09/17/01 .0 Percent Total Solids: NA Prep Prep Analysis Analysis Meth Date Method Date CAS Number Analyte RL mg/kg-dry 3050B 09/06/01 6010B 09/14/01 7440-38-2 Arsenic 5 5 U 3050B 09/06/01 6010B 09/14/01 7440-43-9 Cadmium 0.2 0.2 U 3050B 09/06/01 6010B 09/14/01 7440-47-3 Chromium 0.5 0.5 U 3050B 09/06/01 6010B 09/14/01 7440-50-8 Copper 0.2 0.2 U 3050B 09/06/01 6010B 09/14/01 7439-92-1 Lead 2 2 U CLP 09/06/01 7471A 09/10/01 7439-97-6 Mercury 0.05 0.05 U 3050B 09/06/01 6010B 09/14/01 7440-22-4 Silver 0.3 0.3 U 3050B 09/06/01 6010E 09/14/01 7440-66-6 Zinc 0.6 0.6 U U Analyte undetected at given RL RL Reporting Limit FORM-I INORGANICS ANALYSIS DATA SHEET ANALYTICAL TOTAL METALS RESOURCES INCORPORATED Lab Sample ID: D014LCS QC Report No: D014-Hart Crowser LIMS ID: 01-15396 Project: Alderbrook Matrix: Sediment 7626 Data Release Authorized y Reported: 09/17/01 BLANK SPIKE QUALITY CONTROL REPORT Analysis Spike Spike % Analyte Method mg/kg-dry Added Recovery Q Arsenic 6010B 198 200 99.0% Cadmium 6010B 49.8 50.0 99.6% Chromium 6010B 49.8 50.0 99.6% Copper 6010B 50.0 50.0 100% Lead 6010B 195 200 97.5%- Mercury 7471A 1.02 1.00 102%- Silver 6010B 49.9 50.0 99.8%- Zinc 6010B 48.8 50.0 97.69 IQ, codes: N = control limit not met Control Limits: 80-120% FORM-VII ANALYTICAL O RESOURCES INCORPORATED QA Report - Method Blank Analysis QC Report No: D014-Hart Crowser Matrix: Sediment Project: Alderbrook 7626 Date Received: NA Data Release Authorized Reported: 09/17/01 Dr. M. . Perkins METHOD BLANK RESULTS CONVENTIONALS Analysis Date & Batch Constituent Units Result Method Blank 09/10/01 Total Solids mg residue < 1.00 U 09101#1 Method Blank 09/12/01 Total Organic Carbon Percent <0.0050 U 09121#1 Soil MB QA Report Page 1 for D014 received 09/04/01 ANALYTICAL O RESOURCES INCORPORATED QA Report - Standard Reference Material Analysis QC Report No: D014-Hart Crowser Project: Alderbrook 7626 Date Received: NA Data Release Authorized VVV � Reported: 09/17/O1 Dr. M.A. Perkins STANDARD REFERENCE MATERIAL ANALYSIS CONVENTIONALS True Constituent Units Value Value Recovery NBS #8704 Total Carbon Percent 3.17 3.35 94.616 Date analyzed: 09/12/01 Batch ID: 09121#1 SRM QA Report Page 1 for D014 received 09/04/01 ANALYTICAL O RESOURCES INCORPORATED QA Report - Replicate Analysis QC Report No: D014-Hart Crowser Matrix: Sediment Project: Alderbrook 7626 Date Received: 09/04/01 Data Release Authorizef Reported: 09/17/01 Dr. MPerkins REPLICATE ANALYSIS RESULTS CONVENTIONALS Sample Replicate Constituent Units Value Value(s) RPD/RSD ARI ID: 01-15396, D014 A Client Sample ID: Discharge #2 Total Solids Percent 93.5 93.6 RSD: 0.2% 93 .9 Total Organic Carbon Percent 1.8 1.4 RSD: 13.3% 1.5 Soil Replicate QA Report Page 1 for D014 received 09/04/01 ANALYTICAL RESOURCES INCORPORATED QA Report - Matrix Spike/Matrix Spike Duplicate Analysis QC Report No: DO14-Hart Crowser Matrix: Sediment Project: Alderbrook 7626 A�� Date Received: 09/04/01 Data Release AuthorizedReported: 09/17/01 Dr. MPerkins MATRIX SPIRE QA/QC REPORT CONVENTIONALS Sample Spike Spike Constituent Units Value Value Added Recovery ARI ID: 01-15396, D014 A Client Sample ID: Discharge #2 Total Organic Carbon Percent 1.75 3.61 1.93 96.21; MS/MSD Recovery Limits: 75 - 125 % Soil MS/MSD QA Report Page 1 for D014 received 09/04/01 C) I a-r'i -Tb d I low- Hart Crowser, Inc. Sample Custody Record 1x 1910 Fairview Avenue East Samples Shipped to: Seattle, Washington 98102-3695 H AwCkows m- Phone:206-324-9530 FAX:206-328-5581 —�� J L REQUESTED ANALYSIS JOB LAB NUMBER V+ Cr LU PROJECT NAME /� a � OBSERVATIONS/COMMENTS/ HART CROWSER CONTACT y,'i� l ,It a' _i y o COMPOSITING INSTRUCTIONS J v _ LL SAMPLED BY: z LAB NO. SAMPLE ID DESCRIPTION DATE TIME MATRIX 1 I i I ELINQUISHED BY DATE RECEIVED BY DATE SPECIAL SHIPMENT HANDLING OR j TOTAL NUMBER OF CONTAINERS `) STORAGE REQUIREMENTS: _ / SAMPLE:RECEIPT.INFORMATtON . SI UR t i I SI gNAT11REILt�. � ( l_ FS ) =CLISTObYSEALS: I l.!,..✓,.'� TIME �F�_.t-�' TIME I i, � � ► YF5 .'-CNO PRINT NAME l �� PRINT NAME �a 00D CONDITION COMPANY C,11 COMPANY f� I 1 tC tl ��' C c� l.w' N �z. flNO / 1 ;7EMPEItp�TURE . r bNIPMENT ME HO6 GRAND RELINQUISHED BY DATE RECEIVED BY DATE . - ,) tl : OCOURIEft s,- ,COVERNIGHT COOLER NO.: STORAGE LOCATION: TURNAROUND TIME: SIGNATURE SIGNATURE TIME TIME ❑24 HOURS _ 1 WEEK PRINT NAME PRINT NAME See Lab Work Order No. 48 HOURS ;C.STANDARD COMPANY COMPANY for Other Contract Requirements ❑12 HOURS OTHER White and Yellow Copies to Lab Pink to Project Manager Lab to Return White Copy to Hart Crowser Gold to Sample Custodian :_ns��rl�a-ros��c5 1^.603 NX.B1111 st ANALYSIS REPORT IRodm nd.WA c,Rn52 TO,4'!,Wir, 166-1 Hart Crowser, Inc . Date Received: 9/ 4/01 1910 Fairview Ave East Date Reported: 9/10/01 Seattle, WA 98102-3699 Attention: David Chawes Project Name: Alderbrook Project # : 7626 Water Samples AM TEST Identification Number 01-A012645 Client Identification Water Sample 8/31/01 Sampling Date 8/31/01 PARAMETER RESULT Q D.L. Bacteriological Fecal Coliforms (CFU/100 ml) 2 . 1 Conventionals Nitrate (mg/1) 0 . 0 . 02 Nitrite (mg/1 ) < 0 . 05 0 .025 Reported by: Jeff Buyste �t METHOD OLOGY Y REPORT AM TEST ID 01-AO12645 SAMPLED:MATRIX Water ater 1 CLIENT ID Water Sample 8/31/01 ANALYTE UNITS METHOD METHOD DETECTION DATE OF NUMBER REFERENCE LIMIT * ANALYSIf l 9222D SM 1 . 9/ 4/01 CFU/100 m Fecal Coliforms 300 . 0 EPA 0 .02 9/ 6/01 Nitrate mg/1 Nitrite mg/1 300 . 0 EPA 0 . 001 9/ 6/01 SM = Standard Methods for the Examination of Water and Wastewater 18th ed. SW-846 = Test Methods for Evaluating Solid Waste Physical/Chemical Methods EPA = Methods for Chemical Analysis of Water and Wastes 1983 * Instrument Detection Limit am Hart c.rowser, Inc. Sample Custody Record am 1910 Fairview Avenue East p Seattle, Washington 98102-3699 Samples Shipped to: HA. ME UCROWSPhone:206-324-9530 FAX.206-328-5581 10B ?�' I�' REQUESTED ANALYSIS LAB NUMBERLU PROJECT NAME i5 OBSERVATIONS/COMMENTS/ HART CROWSER CONTACT _ 6�V;(� ��1 �,J 's V o COMPOSITING INSTRUCTIONS o o SAMPLED BY: z LAB NO. SAMPLE ID I DESCRIPTION DATE TIME MATRIX i I i i I i - I RELINQUISHED BY DATE RECEIVED BY DATE SPECIAL SHIPMENT HANDLING OR I TOTAL NUMBER OF CONTAINERS STORAGE REQUIREMENTS: SAA�i'�FRECEtPT INFORMATION j kDK y S ATURE SIGNATURE r � •�S ,;..U5 bY SEALS w`, I TIME TIME = PRINT,NAME 1 PRINT NAME '� (,I' r S OiQ I QNDITIOh _ �-1,-+— �_�'l',�.aj^, j I�'.1� �J�v,`� C 4l�1.��1.� �+ �"��:�.1 f ,�y�� •t d�,� - COMPANY COMPANY w. EtE�METNUD �HANL� RELINQUISHED BY ':. DATE RECEIVED BY DATE f,CC,bUR(ER y ,C]t)VERNIG}[7 COOLER NO.: STORAGE LOCATION: TURNAROUND TIME: SIGNATURE TIME TIME SIGNATURE 73 24 HOURS - 1 WEEK PRINT NAME PRINT NAME See Lab Work Order No. 0 48 HOURS STANDARD COMPANY COMPANY for Other Contract Requirements `72 HOURS OTHER White and Yellow Copies to Lab Pink to Project Manager Lab to Return White Copy to Hart Crowser Gold to Sample Custodian Accredited Lab#101886 9/17/2001 Adam Chawes Hart Crowser,Inc 1910 Fairview Avenue East Seattle,WA 98102- RE: Bulk Asbestos Fiber Analysis; Batch # 13566 Dear Adam Chawes, Enclosed please find test results for the bulk samples submitted to our laboratory for analysis. Examination of these samples was conducted for the presence of identifiable asbestos fibers using polarized light microscopy (PLM) with dispersion staining in accordance with U.S. EPA method 600/R-93/166,"Method for Determination of Asbestos in Bulk Building Materials." For samples containing more than one separable layer of materials,the report will include findings for each layer(labeled L-1 for layer one, L-2 for layer two, etc.). For multi-layered samples, NESHAP requires that layers must be analyzed and reported separately. The asbestos concentration in a sample is determined by visual estimation. For those samples with asbestos concentrations between 1 and 10 percent based on visual estimation; the EPA recommends a procedure known as point counting (NESHAP, 40 CFR- Part 61). Point counting is a statistically more accurate means of quantification for samples with low concentrations of asbestos. If you would like us to further refine the concentration estimates of asbestos in these samples using point counting,please let us know. This report is considered highly confidential and will not be released without your approval. Samples are archived for thirty (30) days following analysis. Samples that are not retrieved by the client are discarded after thirty(30)days. This report relates only to the items tested. If samples are not collected by Prezant Assoc. personnel, accuracy of the results is limited by the methodology and expertise of the sample collector. Analyses are cross-checked with other laboratories for qualities assurance purposes. This report shall not be reproduced except in full, without written approval of Prezant Assoc. It shall not be used to claim product endorsement by NVLAP or any other agency of the U.S.Government. It has been a pleasure to be of service to you. Please call if there is anything further we can assist you with. Sincerely, George G. McCaslin Laboratory Director Enclosure:Bulk Sample Results j 330 6th North,Suite WA 98109 Prezant OFFICE:(200)281-8858 FAX:(206)281-8922 -- Bulk Asbestos Fiber Analysis rp,,iSvILAuj M18b6 Hart Crowser,Inc PAI Batch Number: 01-3566 1910 Fairview Avenue East Client Job Number: 7626 Seattle,WA 98102- Number of Samples: 10 Project Location: Alderbrook Turn Around Time: 24 hour Batch Number: 01-3566 Hart Crowser,Inc Lab Sample Number: 01017515 7626 AWerbwok Client Sample Number: 01-AR L-1 White crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 98% Calcite Filler and Binder 2% Mineral Particles Comments: L-2 Tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Cellulose 3% Filler and Binder Comments: L-3 White crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Calcite Filler and Binder 3% Mineral Particles Comments: L-4 Brown papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: Sampled By: Client Received By: George McCaslin 9/14/2001 " �� Reviewed By: George McCaslin 9/17/2001 Analyzed By: Deitrie Hanson 9/I7/20o1 page 1 of 10 OPrezant 330 Glh Avc.Nurth,Suilc 2(X) Scaltic,WA 981U9 OFFICE:(2(X))291-9858 FAX:(2(Xi)28 1•R922 Bulk Asbestos Fiber Analysis L-5 White powdery material with clear fibers Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 11% Glass Fiber 87% Talc Filler and Binder 2% Mineral Particles Comments: Batch Number: 01-3566 Hart Crowser,Inc Lab Sample Number: 01017516 7626 Alderbroak Client Sample Number: 02-AR L-1 White crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 98% Calcite Filler and Binder 2% Mineral Particles Comments: L-2 Tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Cellulose 3% Filler and Binder Comments: L-3 White crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 96% Calcite Filler and Binder 4% Mineral Particles Comments: L-4 Brown papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: Sampled By: Client Received By: George McCaslin 9/14/2001 Reviewed By: George McCaslin 9/17/2001 Analyzed By: Deilric Hanson 9/17/2001 I'age 2 of 10 330 Glh Ave.North.Suite 200 Seattle.WA 981(19Prezant OFFICE:(206)281-8858 FAX:(206)281-9922 Bulk Asbestos Fiber Analysis L-5 White powdery material with clear fibers Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 5% Glass Fiber 95% Talc Filler and Binder Comments: Batch Number: 01-3566 Had Crowser,Inc Lab Sample Number: 01017517 7626 Alderbrook Client Sample Number: 03-AR L-1 Thin tan and white textured sheet vinyl on white backing Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 100% Vinyl Filler and Binder Comments: L-2 Tan brittle material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 96% Mineral Filler and Binder 4% Calcite Filler and Binder Comments: Very thin layer of tan smooth brittle material right on top of crystalline powdery mud. L-3 Pale tan crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: 4% Chrysotlle 2% Cellulose 90% Calcite Filler and Binder 3% Uzardite 1% Mineral Fragments Comments: Point counting results: 14/400 points or 3.50%chrysotile asbestos. L-4 Tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Cellulose 3% Filler and Binder Comments: Two layers of mud and wall tape under sheet vinyl covering before brown papery material. Sampled By: Client Received By: George McCaslin 9/14/2001 Reviewed By: George McCaslin 9/17/2001 Analyzed By: Dcitric Hanson 9/17/2001 I'age 3 of 10 330 6th Ave.North,Suitc 200 Seattle,WA 98109 OPrezant OFFICE:(206)281.8858 FAX:(200)291.8922 Bulk As Fiber Analysis rr"q-,V/�n°, .U) M 1886 L-5 Off-white crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Calcite Filler and Binder 3% Filler and Binder Comments: L-6 Tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Cellulose 3% Filler and Binder Comments: L-7 Brown papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: L-8 White powdery material with clear fibers Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 10% Glass Fiber 88% Talc Filler and Binder 2% Mineral Particles Comments: Batch Number: 01-3566 Had Crowser,lint Lab Sample Number: 01017518 7626 AMerbrook Client Sample Number: 04-AR L-1 Thin tan and white textured sheet vinyl covering Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 100% Vinyl Filler and Binder Comments: Sampled By: Client Received By: George McCaslin 9/14/2001 Reviewed By: George McCaslin 9/17/2001 Analyzed By: Deitric Hanson 9/17/2001 Page 4 of 10 330 Gih Avc.North,Suitc 200 Seattle,WA 98109Prezant _�.._..._ OFFICE:(200)281.9858 FAX:(206)281-8922 Bulk Asbestos Fiber Analysis rj-,, u) L-2 Thin brittle tan material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 95% Mineral Filler and Binder 5% Calcite Filler and Binder Comments: L-3 Off-white crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: 4% Chrysotile 2% Cellulose 92% Calcite Filler and Binder 2% Lizardite Comments: Point counting results: 141400 points or 3.50%chrysotile asbestos. L-4 Tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 96% Cellulose 4% Filler and Binder Comments: L-5 Off-white crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 98% Calcite Filler and Binder 2% Mineral Particles Comments: L-6 Tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Cellulose 3% Filler and Binder Comments: L-7 Brown papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: Sampled By: Client Received By: George McCaslin 9/14/2001 •C �� Reviewed By: George McCaslin 9/17/2001 Analyzed By: Dcitric Hanson 9/17/2001 Page 5 of 10 330 6th Avc.North,Suitc 200 Scattle,WA 98109 OPrezant OFFICE:(206)281.9958 FAX(200)281-8922 Bulk Asbestos Fiber Analysis1 L-8 White powdery material with clear fibers Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 13% Glass Fiber 87% Talc Filler and Binder Comments: Batch Number: 01-3566 Hart Crowser,Inc Lab Sample Number: 01017519 7626 AUerbrwk Client Sample Number: 05-AR L-1 Thin tan and white sheet vinyl tile material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 100% Vinyl Filler and Binder Comments: L-2 Pale green paint Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 100% Paint Comments: L-3 Off-white tan crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: 4% Chrysotile 1% Cellulose 90% Calcite Filler and Binder 3% Iizardite 2% Talc Filler and Binder Comments: Thin layer of mud. Pointing counting results: 15/400 points or 3.75%chrysotile asbestos. L-4 Tan tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Cellulose 3% Filler and Binder Comments: Sampled By: Client z� Received By: George McCaslin 9/14/2001 '-�"'� Reviewed By: George McCaslin 9/17/2001 Analyzed By: Dcitric Hanson 9/17/2001 Page 6 of 10 i OPrezant 330 Gth Avc.North,Suitc 200 Scattic,WA 98109 OFFICE:(200)281-8858 FAX:(206)281-9922 Bulk Asbestos Fiber Analysis G���i�nU) MIHHti L-5 Brown papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: L-6 White powdery material with clear fibers Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 10% Glass Fiber 87% Talc Filler and Binder 3% Mineral Particles Comments: Batch Number: 01-3566 Hart Crowscr,Inc Lab Sample Number: 01017520 7626 Alderbrook Oient Sample Number: 06-AR L-1 White textured paint Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 75% Paint 25% Calcite Filler and Binder Comments: That is,white paint that lies on top of thin layer of white crystalline mud material. L-2 Pale tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Cellulose 3% Filler and Binder Comments: This is wall tape. L-3 Off-white crystalline powdery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 95% Calcite Filler and Binder 5% Mineral Particles Comments: Sampled By: Client Received By: George McCaslin 9/14/2001 Reviewed By: George McCaslin 9/17/2001 Analyzed By: Deitrie Hanson 9/17/2001 Page 7 of 10 I 330 6th Avc.North,Suitc 200 Scattic,WA 98109 OPrezant OFFICE:(206)281.8859 FAX:(206)281-9922 Bulk Asbestos Fiber Analysis -\'iana day L-4 Brown papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: L-5 White powdery material with clear fibers Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 10% Glass Fiber 87% Talc Filler and Binder 3% Mineral Particles Comments: Batch Number: 01-3566 Hart Crowser,Inc Lab Sample Number: 01017521 7626 Alderbrook Client Sample Number: 07-AR L-1 Pale blue,gray,and tan rocks on black fibrous asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 8% Polyurethane 55% Rocks 37% Asphalt Filler and Binder Comments: L-2 Black fibrous asphaltic papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 55% Cellulose 40% Asphalt Filler and Binder 5% Mineral Particles Comments: This layer is roofing felt material. Batch Number: 01-3566 Hart Crowser,Inc Lab Sample Number: 01017522 7626 Al&rbrwk Client Sample Number: 08-AR Sampled By: Client Received By: George McCaslin 9/14/2001 •C Reviewed By: George McCaslin 9/17/2001 Analyzed By: Deitric Hanson 9/1 71200 1 Page 8 of 10 330 Gth Ave.North,Suite 2(x) Seattle WA 981(N)OPrezant OMCE:(206)281.8858 FAX:(206)281-8922 Bulk Asbestos Fiber Analysis so 18813 L-1 Silver paint Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 100% Paint Comments: L-2 Black asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 98% Asphalt Filler and Binder 2% Mineral Fragments Comments: Batch Number: 01-3566 Hart Cnowser,Inc Lab Sample Number: 01017523 7626 Alderbrook Client Sample Number: 09-AR L-1 Silver paint Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 100% Paint Comments: L-2 Black fibrous asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 10% Polyurethane 90% Asphalt Filler and Binder Comments: Batch Number: 01-3566 Hart Crowscr,Inc Lab Sample Number: 01017524 7626 Alderbmok Client Sample Number: 10-AR Sampled By: Client Received By: George McCaslin 9/14/2001 Reviewed By: George McCaslin 9/17/2001 Analyzed By: Deitric Hanson 9/17/2001 Page 9 of W le. North.8 20(l Scatt WA 9R1O<)O � nt OFFICE:(200)2RI-RR58 FAX:(206) — - 28 I•R922 Bulk Asbestos Fiber Analysis L-1 Silver paint Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 100% Paint Comments: L-2 Black fibrous asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 12% Polyurethane 85% Asphalt Filler and Binder 3% Mineral Particles Comments: Sampled By: Client Received By: George McCaslin 9/14/2001 Reviewed By: George McCaslin 9/17/2001 Analyzed By: Deitrie Hanson 9/17/2001 Page 10 of 10 l 1t� Hart Crowser, Inc Sample Custody Record LI♦ 1910 Fairview Avenue Eas - Seattle, Washington 98102-369! Samples Shipped to: I FC=L 4/tT A55Z CATe'S /7/.IIt/CR0WSrA Phone:206-324-9530 FAX:206-328-558; REQUESTED ANALYSIS JOB LAB NUMBER . , Z PROJECT NAME F I C�ert r a OBSERVATIONS/COMMENTS/ r- HART CROWSER CONTACT �����M �hci'N eS o COMPOSITING INSTRUCTIONS v LL O O SAMPLED BY: /* Z LAB NO. SAMPLE ID I DESCRIPTION DATE TIME MATRIX ' I / - 1 - - , i I --- -- — -- -- 7_ _ TTT- 7 RELINQUISHED BY DATE RECEIVED BY DATE SPECIAL SHIPMENT HANDLING OR !U� TOTAL NUMBER OF CONTAINERS G1 STORAGE REQUIREMENTS: SAMPLE RECEIPT INFORMATION SIGNATURE AGNTATUREl! 1�TIME TIMEOBEs PRINT NAME NAM -G ODCONDITION'`1]NO COMPANY LF! ANY TEMPERATURE - - HIPMENf METHOD-'OHAND ; RELINQUISHED BY DATE RECEIVED BY DATE COVERNIGHT COOLER NO.: STORAGE LOCATION: TURNAROUND TIME: SIGNATURE TIME SIGNATURE TIME _ /24 HOURS = 1 WEEK PRINT NAME PRINT NAME ❑48 HOURS STANDARD See Lab Work Order No. COMPANY COMPANY for Other Contract Requirements =72 HOURS OTHER 1V"j3-cuui uj.curkn rnum-rnccn111 AI�ULIAIt) [uotolo7[t I-nrn r uuJiuue F-198 �� 3306th Avc.North,Suite 200 Seattle,WA 98109 t7; PrezaOFFICE:(206)291-685S F.1X.(206)2R1-8922 Bulk Asbestos Fiber Analysis K-\-7R � Hart Crowser, Inc PAI Batch Number: 01-3792 1910 Fairview Avenue East Client Job Number: 7626 Seattle,WA 98102- Number of Samples: 9 Project Location: Alderbrook Rcsart Turn Around Time: 48 hour Batch Number: 01-3792 Han Crowser,Inc Lab Sample Number: 01019034 7626 Alderbrook Rnarr Client Sample Number: A-1 Silver paint on black asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: 3% Chrysotlle 85% Asphalt Filler and Binder 10% Paint 206 Mineral Particles Comments: Tho chrysotile fibers were found in the silver paint material. Batch Number: 01-3792 Hart Crowser,Inc Lab Sample Number: 01019035 7626 Alderbrock Rerarr Client Sample Number: A-2 L-1 Black fibrous asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrosis Components: Non-Fibrous Components: No Asbestos Detected 60% Cellulose 35% Asphalt Filler and Binder 3% Mineral Fragments 2% Mineral Particles Comments: L-2 Black pliable asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Componenu: 4% Chrysotile 96% Asphalt Filler and Binder 1% Mineral Fragments Comments: Sampled By Rob Roberts Received By: Aaron Mohr ILV512001 Reviewed By: George McCaslin 10/812001 Analyzed By: Deitric Hanson 10/Ar001 Pase 1 of 6 OPrezant 330 6111 Ave.North,Suite 200 Setttic,WA 98109 OFFICE:(206)281-8958 PAX (206)281-8932 Bulk Asbestos Fiber Analysis Batch Number: 01-3792 Hart Ctowser,Inc Lab Sample Number: 01019036 7626 Alderbrook ReJarr Client Sample Number: A-3 L-1 Black asphaltic fibrous papery material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Componcnts: 40916 Polyurethane 55% Asphalt Filler and Binder 5914 Mineral Particles Comments: L-2 Black asphaltic material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components: 3% Chrysotlle 95% Asphalt Filler and Binder 2% Mineral Filler and Binder Comments: Batch Number: 01-3792 Hart Crowser,Inc Lab Sample Number: 01019037 7626 Aldarbrook Reran Client Sample Number: A-4 Silver paint an black asphaltic material Asbestos Fibrous Components: Nan-Asbestos fibrous Components: Non-Fibrous Components: 3% Chrysotile 93% Asphalt Filler and Binder 4% Mineral Particles Comments: The chrysoilla fibers were found In silver paint not black asphaltic material. Batch Number: 01-3792 Hut Crowyer,Inc Lab Sample Number: 01019038 7626 Alderbrook Roan Client Sample Number: A-5 Sampled By: Rob Roberts Received By: Aaron Mohr 10/5/2001 Reviewed By: Gcorge McCaslin 10/6/2001 Analyzed By: Deiuie Hanson 10/8/20nl PZge 2 ni 6 i0-:8-2001 05:21PM FROM-PREZAINT ASSOCIATES 2062818922 T-874 P 005/008 F-198 330 601 Ave.North.Suitc 200 Seavic,WA 98109 * Prezant OFFICE:(206)281-S856 FAX:(206)2,11-8922 ( Md N,yd� Bulk Asbestos Fiber Analysis �- Black asphaltic fibrous material Asbestos Fibrous Components: Non-Asbestos Fibrous Componcnts Non-Prbrous Components: 9% Chrysotlle 100". Palyurothane 781% Asphalt Filler and Binder 2% Cellulose 7% Mineral Particles Comments: Batch Number: 01-3792 Hut Crowscr,Inc Lab Sample Number. 01019039 7626 A1dcrbmok Aetan Client Sample Number: A-6 L-1 White crystalline powdery material Asbestos 1111brous Components: Non-.asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 97% Calcite Filler and Binder 3% Mineral Particles Comments: This is wall mud material. L-2 Pale tan fibrous tape-like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Componcnts: No Asbestos Detected 97% Cellulose 3% Filler and Binder Cumments: L-3 Brown papery material Asbestos Fibrous Components: Non-Asbestos fibrous Components: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: L-4 White powdery material with fibers !lsbrstus Fibrous Components: Non-Asbestos Fibrous Components: Non-Pibrous Components: No Asbestos Detectod 10% Polyurethane 85% Talc Filler and Binder 5% Mlnoral Fragments Comments: Sampled By: Rob Roberts Received By: Aaron Mohr 10/511-001 Reviewed By: George McCaslin I0/b/1001 Analyzed By: Dcitrie Manson 103n001 11a6r 3 or 6 330 6[h Ave.North.Suite 200 Setttic,WA [)6100 ��� or-MCE:(206)281-8858 PAX. (206)241-9922 Bulk Asbestos Fiber Analysis Lj N,asS Batcn Number: 01-3792 Han Crowser,Inc 7626 Lab Sample Number: 01019040 Alderb.00tReinrr Client Sample Number: A-7 L-1 Pink paint ___--- Asbestos Fibrous Components: Non•Asbcstos Fibrous Components: NOoOn,FibrPainus Compone,tts No Asbestos Detected Comments: L-2 Tan fibrous tape like material Asbestos Fibrous Components: Non-Asbestos Fibrous Components: 4 on-Fibrous foandpBinder No Asbestos Detected 96% Cellulose Comments: L-3 Brown fibrous papery material _ Asbe,tos Fibrous Components: Non-Asbcstos Fibrous Components: Non-Fibrous Components: Filler and Binder No Asbestos Detected 99% Cellulose Conunents: L-4 White powdery material _— Asbemr>,s Fibrous Components: Non-Asbcstos Fibrous Componcx[ts: Non-Fibrous7 o Talc Filler Binder No Asbestos Detected 10% Cellulose 3% Mineral Particles Cnnunents: Batch Number: 01-3792 Hart Crowxer,Inc Lab Sample Number: 01019041 7626 7626 coal Refan Client Sample Number: A-8 Sampled By: Rob Roberts Received By: Aaron Mohr 10/5/2001 10/8/2001 Revicwcd By: George McCaslin 10�8/2on1 Analyzed By. Deitric Hanson Page 4 of 6 IU-7r1-(GuI U7:LIr'M rKUM-KKC[Arll AJ)ULIAIt� CUOLOiuo u I ui� vu iuuv t�; Prezant 330 Ern Ave Noitlt,Suitt 300 Seattle,WA 981U9 OFFICE:(206)281-885)1 PAX.(206)261-S9_2 Bulk Asbestos Fiber Analysis lrl White crystalline powdery material with clear fiber bundles Asba�tos Fibrous Components: Non-Asbestos Fibrous Componcnts: Non-PibtOus Components: <1% Chrysotlle 40,° Polyuretha ne 55% Calcite Filler and Binder >4% Mineral Paniclos Comments: This layer has<1%chrysolite asbesios. L-2 Tan tape-like material Asbestw Fibrous Compomrits: Non-Asbestos Fibrous Components: Non-Fibrous Components: No Asbestos Detected 975. Cellulose 3% Filler and Binder Comments: L-3 Brown papery material _ Asbestos p Fibrous Components: Non-Asbcstos Fibrous Componcnts: Non-Fibrous Components: No Asbestos Detected 99% Cellulose 1% Filler and Binder Comments: L-4 White powdery material with fibers Asbestos Fibrous Components: Non-Asbcstos Fibrous Components: Non-Fibrous Compancnu: No Asbestos Detected 12% Cellulose 88% Talc Filler and Binder Comments: Batch Number: 01-3792 Han Crow ,Inc Lab Sample Number: 01019042 7626 Aw°.brook Bison Client Sample Number: A-9 L-1 White and light blue paint Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non Fibrous Componcnts: No Asbestos Detected 100°6 Paint Comments: Sampled By Rob Roberts _�� ��� Received By: Aaron Mohr I0i5/2001 - 01 Reviewed By: Gcorge McCaslin I0/8/2001 Analyzed By: Deane Hanson 10/"0/10 Pz of S r,r 6 330 6sh Ave.North,Su,sc 200 Scetsle,WA 98109 4Prezant OFFICE:(206)2R1-8856 FAX.(^_06)231-9922 Bulk Asbestos Fiber Analysis L-2 Brown and black asphaltic hard material :tibestos Fibrous Components: Non-Asbestos Fibrous Components: No Fibrous Components: 7°i Chrysotlle 85% Mineral Filler and Binder 8% Clay Filler and Binder Comments: Sampled By: Rob Robeizs Received By: Aaron Motu* 10/5/2001 Revie�ved By: Gcorge McCaslin 10rS/2001 Anulyced By: Deistic Hanson IOrA/20(11 1'agc 6 of 6 t Associates,s, Inc. Sample Log 330 Sixth Avenue North,Suite 200 Seattle,WA 98109 J213 w06)231-892"om Chain of Custody Ph:(206)231-3858 Fax:(206)231-8922 Client Company: Hart Crowser PAI Batch #: Client Address: 1910 Fairview Ave. E Client Job#: Client P.O. #: Seattle OVA 98102 Number of Samples: City State Zip TYPE OF ANALYSIS Phone#: (206)324-9530 ASBESTOS: METALS: 2nd or Cell#: y Fax#: (206)328-5581 PCNl(air) Paint Soil e-mail Address: PLM(bulk) Wipe. Air y , Pt.Count(bulk) TCLP Water Attention to: 4V� � Other(Specify Method): Project Location: Turn Around Time (other): 2 hour/4 ho Same Day One Day Two Day 3-5 days 10 days Price per Sample: $ Condition: Good Damaged Severe Damage # Client Sample ID IPAI Laboratory IDI Comments # Client Sample ID IPAI Laboratory IDI Comments 2 12 3 13 4 A--Lt 14 5 A--cj 15 6 6 16 7 �d_ 17 8 18 9 19 10 20 Signature Date Time Sampled b � /Z. 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