Document Moscow_doc_72e64d5145

June 9, 2008 File: BREDUA M08057A Mr. Duane Brelsford Corporate Pointe Developers Pullman, Washington 99163 [PHONE REDACTED] RE: REPORT Environmental Site Assessment-Phase 1 217 West 6th Street Moscow, Idaho Dear Mr. Brelsford : STRATA, Inc. is providing our Phase 1 Environmental Site Assessment (ESA) for the approximate 0.5-acre site located at 217 West 6th Street in Moscow, Idaho. Our scope of services for this ESA, including this report, was accomplished referencing ASTM E 1527-05 and our proposal dated May 21, 2008. This assessment identified potential leaks and spills from the site’s history of use for bulk storage of fertilizers and agricultural chemicals as a recognized environmental condition. This assessment has revealed no evidence of additional recognized environmental conditions in connection with the site. This report has been prepared for the exclusive use of Corporate Pointe developers and may not be used by other parties without written authorization from STRATA. This evaluation reflects only conditions reported and/or observed at the site at the time of this evaluation. This acknowledgement is in lieu of any express or implied warranties. We appreciate the opportunity to work with you on this project. Please contact us if you have any questions or comments. Sincerely, STRATA, Inc. Shawn Ringo Northern Environmental Coordinator Travis J. Wambeke Regional Manager William H. Holder, P.E. Senior Environmental Engineer ---PAGE BREAK--- TABLE OF CONTENTS 1.0 1.1 1 1.2 SCOPE OF 1 Records Review Site Personal ESA 1.3 SIGNIFICANT ASSUMPTIONS 3 1.4 SCOPE LIMITATIONS AND ASTM 3 2.0 SITE ADJOINING 5 3.0 USER PROVIDED INFORMATION 3.1 ENVIRONMENTAL LIENS OR ACTIVITY AND USE LIMITATIONS 6 3.2 SPECIALIZED 6 3.3 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE 6 3.4 Valuation Reduction for Environmental Issues 3.5 REASON FOR PERFORMING PHASE 6 4.0 RECORDS REVIEW 4.1 FEDERAL AND STATE DATABASES 7 Facilities Federal 4.2 LOCAL AGENCY 10 4.2.1 Idaho State Police and Department of Health and 4.2.2 North Central District Health 4.2.3 Fire ---PAGE BREAK--- 4.2.4 5.0 PHYSICAL 6.0 HISTORICAL USE INFORMATION 6.1 HISTORICAL TOPOGRAPHIC MAPS 12 6.2 HISTORICAL AERIAL PHOTOGRAPHS 13 6.3 HISTORICAL CITY DIRECTORIES 14 6.4 HISTORICAL FIRE INSURANCE 16 6.5 OWNERSHIP 18 6.6 HISTORICAL 18 6.7 PRIOR REPORT 18 6.8 SITE HISTORY SUMMARY 20 6.9 DATA GAPS 20 7.0 SITE 7.1 GENERAL SITE 20 7.2 SUMMARY OF OBSERVATIONS 22 7.2.1 OBSERVATIONS 23 7.2.2 INTERVIEWS CONDUCTED DURING VISUAL 23 8.0 ADDITIONAL 9.0 FINDINGS DATA GAPS 25 10.0 11.0 12.0 13.0 QUALIFICATION(S) OF ENVIRONMENTAL PROFESSIONAL(S) REFERENCES ---PAGE BREAK--- IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com REPORT Phase 1 Environmental Site Assessment 217 West 6th Street Moscow, Idaho 1.0 INTRODUCTION 1.1 Purpose STRATA, Inc. is providing the authorized Phase 1 Environmental Site Assessment (ESA) for the site located at 217 West 6th Street in Moscow, Idaho. The purpose of this Phase 1 ESA is to provide general information regarding the potential for recognized environmental conditions to exist on the subject site, or for adjoining properties or properties within the Approximate Minimum Search Distance (AMSD) to contribute recognized environmental conditions (RECs) to the subject site. Recognized environmental conditions are defined as “the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release or a material threat of a release” on the property. This report summarizes the results of our physical and historical records review, interviews and visual site reconnaissance and presents our conclusions. 1.2 Scope of Services This Phase 1 ESA was performed in accordance with our proposal dated May 21, 2008 and was accomplished referencing ASTM E 1527-05 procedures. To perform the Phase 1 ESA, we accomplished the following: Records Review 1. Reviewed records to obtain information to help identify RECs in connection with the subject site. Records reviewed were documented even if a source revealed no findings. This included standard federal and state environmental record sources, specifically: a. Reviewed EPA National Priority List (NPL), Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) list, Resource Conservation and Recovery Act (RCRA), Treatment, Storage, or Disposal (TSD) facilities list, RCRA/RCRIS Generators list, and Emergency Response Notification System (ERNS) list for the site and properties within the corresponding Approximate Minimum Search Distance (AMSD). ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 2 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com b. Reviewed Idaho Department of Environmental Quality (DEQ) records for Leaking Underground Storage Tanks (LUST) (0.5 mile AMSD) and Registered Underground Storage Tanks (UST) (site and adjoining properties). Also, any voluntary clean up sites, Brownfield sites, landfill and/or solid waste disposal sites listed with DEQ. c. Requested available local fire department records and local health district records regarding inspections or permits for the site or responses to the site indicating any RECs. 2. Reviewed an available United States Geologic Survey (USGS) topographic map including the site and site vicinity. 3. Reviewed historical site use information to develop a history of the uses of the site and surrounding area in order to help identify the likelihood of past uses having led to RECs or historical recognized environmental conditions (HRECs) in connection with the site. According to ASTM E 1527-05, all obvious uses of the site shall be identified from the present, back to the site’s first developed use, or back to 1940, whichever is earlier. This included reviewing sources that were deemed reasonably ascertainable, useful, accurate and complete. The following standard historical sources were checked and/or used: Historical Source Available Reasonably Ascertainable Used Historical aerial photographs showing the site and surrounding areas Yes Yes Yes Zoning/Land use records Yes Yes Yes Property tax files and/or recorded land title records Yes No No Historical City Directories Yes Yes Yes Historical USGS Topographic Maps Yes Yes Yes Sanborn Fire Insurance Maps Yes Yes Yes Site Reconnaissance 1. Performed a visual site reconnaissance to obtain information indicating the likelihood of identifying RECs in connection with the site. 2. Located surface water receptors such as streams, rivers, lakes or runoff ditches and storm drains on or near the site. 3. Identified, through visual or physical observation, the current use of the subject and surrounding properties, the topographic conditions of the site, a general description of structures, roads, potable water supply and sewage disposal system associated with the site at the time of our site visit. 4. Attempted to identify the extent that present uses of the site use, treat, store, ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 3 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com dispose of or generate hazardous substances and/or petroleum products. In addition we attempted to identify above or below ground storage tanks, odors, pools of liquids, drums, stained soil or pavement, stressed vegetation, solid waste, pits, ponds or lagoons, waste water, wells and septic systems. Personal Interviews 1. Conducted interviews with the present owner of the site to obtain information indicating RECs in connection with the site. It was the responsibility of Corporate Pointe Developers to identify key individuals having significant site use knowledge. Corporate Pointe identified Duane Brelsford as the individual appropriate for interview. Please recognize that STRATA cannot verify the accuracy of the information provided and cannot be responsible for errors or omissions associated with the ownership history information. 2. Conducted interviews with state and/or local government officials to obtain information indicating RECs in connection with the site. ESA Report 1. Our findings, opinions, conclusions and recommendations for the Phase 1 ESA are provided in this report and supported by documentation in accordance with ASTM E 1527-05. Appropriate photographic documentation and documentation of relevant records, drawings, maps, etc. has been included in this report. 1.3 Significant Assumptions In order to conduct the above scope of service, STRATA made necessary assumptions. This included the assumption that any historic releases of hazardous materials to the environment were duly reported and noted in the files of the agency having jurisdiction. We also assumed there were no hazardous material releases to the environment before the recording of information was initiated. We do not believe these assumptions will have a significant impact on the findings presented in this report. 1.4 Scope Limitations and ASTM Exceptions Our findings related to field observations, historical research, and interviews that were prepared for this report reflect the conditions of the subject site as of June 2, 2008. This is a historical review and visual surface assessment. Conditions may exist below the ground surface which were not apparent during the site reconnaissance. Information provided to STRATA, Inc. is believed to be reliable, but STRATA, Inc. cannot warrant or guarantee that the information is complete or accurate. Performance of this ESA is intended to reduce, but not ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 4 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com eliminate uncertainty regarding the potential for recognized environmental conditions in connection with the site, and this practice recognizes reasonable limits of time and cost. This report has been prepared for the express use of Corporate Pointe Developers and reflects only the conditions reported and/or observed at the subject site. This report entitles no third parties the right to rely upon the information contained in the report unless our expressed written consent is first obtained. Reliance on the ESA by the client and all authorized parties will be subject to the terms, conditions and limitations stated in the proposal, ESA report, and STRATA’s General Conditions for Environmental Consulting Services. In addition, this report should not be used for evaluation of other sites. Our services consisted of professional opinions and recommendations made referencing ASTM E 1527-05 and generally accepted environmental assessment practices. This acknowledgment is in lieu of all express or implied warrantiesReasonable attempts were made to obtain information within the scope and time constraints set forth by the client; however, in some instances, information requested is not or was not received by the issuance date of the report. Consideration of such information is beyond the scope of this assessment. This ESA was further limited by the following: • At the time of the site reconnaissance, the upstairs portion of the former Latah County Grain Growers warehouse was boarded up and inaccessible. Findings in this report are based upon the site’s current utilization, information derived from the most recent reconnaissance and from other activities described herein; such information is subject to change. Certain indicators of the presence of hazardous substances or petroleum products may have been latent, inaccessible, unobservable or not present during the most recent reconnaissance and may subsequently become observable (such as after site renovation or development). Further, these services are not to be construed as legal interpretation or advice. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 5 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com 2.0 SITE DESCRIPTION Site Name 217 West 6th Street Site Location/Address 217 West 6th Street Moscow, Latah County, Idaho Land Area 0.5 acres Additional Site Improvements Otto’s Produce building, small structure, Latah Co. Grain Growers building The site location is depicted on Plate 1, which was reproduced from a portion of the USGS 7.5-minute series topographic map. The site and adjoining properties are shown on a 2000 aerial photograph, which is included as Plate 6. Acronyms and terms used in this report are described in Appendix A. Adjoining Properties Visual observations of adjoining/surrounding properties (from site boundaries and readily accessible public areas) are summarized below. Adjoining/Surrounding Properties Direction Description North Sixth Street, Parking lot, Ale House Restaurant South Former Primeland grain elevators East Jackson Street, American West Bank West University Pointe The former Primeland grain elevators are currently undergoing a Brownfields assessment by DEQ. Mr. Steve Gill of the Brownfields division of DEQ indicated that he did not think the history of use associated with the grain elevators would impact the site. 3.0 USER PROVIDED INFORMATION STRATA provided a User Questionnaire, as outlined in ASTM E 1527-05, to Mr. Duane Brelsford with Corporate Pointe Development on May 21, 2008. Mr. Brelsford ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 6 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com provided the answers to the questions provided in the user questionnaire on May 22, 2008. The answers are summarized in the following sections. 3.1 Environmental Liens or Activity and Use Limitations Mr. Duane Brelsford was not aware of any environmental liens or activity and use limitations filed or in-place at the site. 3.2 Specialized Knowledge Mr. Duane Brelsford indicated that Corporate Pointe developed the neighboring property four years ago and adjusted the University Pointe building height to accommodate City of Moscow code for construction in the flood plain. 3.3 Commonly Known or Reasonably Ascertainable Information Mr. Duane Brelsford indicated the past use of the site consisted of a warehouse and storage for Latah County Grain Growers. Mr. Duane Brelsford was not aware of any additional commonly known or reasonably ascertainable information about the site. 3.4 Valuation Reduction for Environmental Issues Mr. Duane Brelsford indicated the purchase price of the site was reflective of fair market value. 3.5 Reason for Performing Phase I According to Mr. Duane Brelsford, this Phase 1 ESA is being performed as a land purchase due-diligence requirement. 4.0 RECORDS REVIEW The United States EPA and State of Idaho database information was provided by Environmental Data Resources(EDR), a contract information services company, for indications of environmental concern on and in the vicinity of the site. Information in this section is subject to the accuracy of the data provided by the information services company and the date at which the information is updated, and the scope herein did not include location of facilities ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 7 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com listed as "unmappable.” In some of the following subsections, the words up-gradient, cross-gradient and down- gradient refer to the topographic gradient in relation to the site. As stated in Section 5.0, the groundwater flow direction and the depth to shallow groundwater, if present, would likely vary depending upon seasonal variations in rainfall and the depth to the soil/bedrock interface. Without the benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater depth and flow direction beneath the site cannot be ascertained. 4.1 Federal and State Databases Listed below are the names and number of facilities identified on federal and state databases within the indicated search areas. Database definition, descriptions, and the database search report are included in the Appendices. Federal and State Databases Database Description Radius (Miles) Facilities Federal NPL The National Priorities List (NPL) is the USEPA’s database of uncontrolled or abandoned hazardous waste facilities that have been listed for priority remedial actions under the Superfund Program. 1.0 0 CERCLIS/ NFRAP The CERCLIS database is a compilation of facilities which the USEPA has investigated or is currently investigating for a release or threatened release of hazardous substances pursuant to the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) of 1980. NFRAP (No Further Remedial Action Planned) refers to facilities that have been removed and archived from its inventory of CERCLA sites. 0.5 0 RCRA CORRACTS/ TSD The USEPA maintains a database of RCRA facilities associated with treatment, storage, and disposal (TSD) of hazardous materials that are undergoing “corrective action”. A “corrective action” order is issued when there has been a release of hazardous waste or constituents into the environment from a RCRA facility. 1.0 0 RCRA Non- CORRACTS/ TSD The RCRA Non-CORRACTS/TSD Database is a compilation by the USEPA of facilities that report storage, transportation, treatment, or disposal of hazardous waste. Unlike the RCRA CORRACTS/TSD database, the RCRA Non- CORRACTS/TSD database does not include RCRA facilities where corrective action is required. 0.5 0 ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 8 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Database Description Radius (Miles) Facilities RCRA Generators The Resource Conservation and Recovery Act (RCRA) Generators database, maintained by the USEPA, lists facilities that generate hazardous waste as part of their normal business practices. Generators are listed as large, small, or conditionally exempt. Large quantity generators (LQG) produce at least 1000 kg/month of non-acutely hazardous waste or 1 kg/month of acutely hazardous waste. Small quantity generators (SQG) produce 100-1000 kg/month of non-acutely hazardous waste. Conditionally exempt small quantity generators (CESQG) are those that generate less than 100 kg/month of non-acutely hazardous waste. 0.1 0 ERNS The Emergency Response Notification System (ERNS) is a listing compiled by the USEPA on reported releases of petroleum and hazardous substances to the air, soil and/or water. Site 0 State SWF The DEQ maintains a database of Solid Waste Facilities located within Idaho. The database information may include the facility name, class, operation type, area, estimated operational life, and owner. 0.5 0 LUST The DEQ provides a computer generated database of the Leaking Underground Storage Tanks in the State of Idaho. 0.5 7 UST The DEQ has compiled a database of registered Underground Storage Tanks in the State of Idaho, which may include the owner and location of the USTs. This database may also include registered Above ground Storage Tanks (ASTs). 0.1 0 The following table summarizes the site-specific information for ASTM E1527-05 Standard Environmental Record Sources provided by EDR and/or gathered by this office for identified facilities within the ASTM approximate minimum search distances. The State of Idaho does not maintain a State Hazardous Wastes Sites list (SHWS). The state does maintain lists on waste tire collection (SW TIRE), Idaho historic landfills (HIST LF), leaking above ground storage tanks (LAST), spills data (SPILLS), properties with institutional controls (INST), voluntary cleanup program (VCP), Brownfields, permitted sources and emissions (AIRS) and a Tier 2 data list. Although review of these lists is not required by ASTM E1527-05, they are Additional Environmental Record Sources provided by EDR and were reviewed by STRATA. Additional discussion for selected facilities may follow the summary table. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 9 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Listed Facilities Facility Name and Location Estimated Distance/Direction/Topographic Position Database Listings Greens Cleaners 616 South Main Street 425 feet east down gradient RCRA-CESQG Ambassador Auto Service 115 West 6th Street 80 feet east down gradient LUST Latah County Grain Grower 317 West 6th Street 275 feet west down gradient LUST The Vox South Main Street 425 feet east up gradient LUST Gritman Medical Center 728 South Main street 550 feet southeast down gradient LUST Verns Chevron 203 West 3rd Street 750 feet north up gradient LUST Zimmer Motor Company 525 West Third Street 1350 feet northwest down gradient LUST Zip Trip #16 340 N Main Street 2150 feet north up gradient LUST Ambassador Auto Service Ambassador Auto Service is a LUST property formerly located east across Jackson Street from the site. The EDR report indicates that the site is closed with a reported cleanup date of March 1, 1993. Based upon the regulatory status, the Ambassador Auto Service facility does not appear to be a REC to the site at this time. Latah County Grain Growers Latah County Grain Growers, a LUST property is located west at an equal elevation to the site. The EDR report indicates that the site is closed with a reported cleanup date of March 14, 2001. Cleanup activities and the relative position of the Grain Growers LUST relative to the site and Paradise Creek suggests that Latah Grain Growers LUST is unlikely to be a REC with respect to the site. The Vox The Vox Service Station is a LUST property formerly located 425 feet east, up gradient of the site. The EDR report indicates the site is closed with a reported cleanup date of August 21, 1998. The distance from the site and the reported cleanup activities at Vox suggest that Vox LUST is unlikely to be a REC with respect to the site. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 10 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Greens Cleaners Greens Cleaners is a dry cleaner located 425 east and down gradient from the site. Greens Cleaners utilizes halogenated solvents and is on record in the EDR report as a RCRA-CESQG since June of 1998. Based upon the topographic relationship with respect to the site, Greens Cleaners does not appear to be a REC to the site at this time. Remaining listed facilities do not appear to constitute recognized environmental conditions at this time based upon a distance of approximately 750 feet or greater from the site, and/or the relative position to the site with regard to topographic gradient and the Paradise Creek drainage. Unmapped facilities are those that do not contain sufficient address or location information to evaluate the facility listing locations relative to the site. The EDR report listed eighteen (18) facilities in the unmapped section. These facilities are listed in the EDR report in Appendix B. Determining the location of unmapped facilities is beyond the scope of this assessment. 4.2 Local Agency Inquiries 4.2.1 Idaho State Police and Department of Health and Welfare STRATA reviewed lists published by Idaho State Police and the Department of Health and Welfare on their respective websites (www.isp.state.id.us and www.healthandwelfare.idaho.gov) for responses to hazardous conditions at the site as of May 28, 2008. The subject site and adjacent properties were not listed for any response to hazardous conditions according to the list. 4.2.2 North Central District Health Department The North Central District Health Department, was contacted by facsimile on May 22, 2008 and again by phone on June 2, 2008 regarding any known responses to or presence of hazardous conditions or health concerns at the site or in the area of the subject site. STRATA had yet to receive a response at the time this report was produced. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 11 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com 4.2.3 Fire Department The Moscow Volunteer Fire Department was contacted by phone regarding documentation, which might indicate recognized environmental conditions on the site. Mr. Ed Button, the fire chief indicated that in his 20 years with the fire department, he was not aware of any emergency responses to spills at the site. Mr. Button did indicate the site’s historic operations included the storage of agricultural chemicals and the site may have sustained impacts associated with that history of use. 4.2.4 DEQ Mr. Steve Gill of the Idaho DEQ Brownfields program was contacted regarding the adjacent southern grain elevator property which is currently undergoing a DEQ Brownfields assessment. Mr. Gill indicated that environmental conditions associated with the grain elevator property would be unlikely to impact the site. Mr. Gill stated that a tunnel formerly connected the grain elevators to the flour mill that historically existed on- site, associated with milling operations. 5.0 PHYSICAL SETTING PHYSICAL SETTING INFORMATION FOR SITE AND SURROUNDING AREA SOURCE Topography (Refer to Plate 1 for an excerpt of the Topographic Map) Site Elevation 2559 feet Above Mean Sea Level Surface Runoff/ Topographic Gradient West Closest Surface Water Paradise Creek 780 feet southwest Moscow West Quad USGS Topographic Map, Dated 1975 FEMA Map Zone Flood zone AE Description: Areas with base flood elevations determined in the 100 year flood zone. FEMA Agency Flood Insurance Rate map, Community Panel Number FEMA Panel 10600900002D 4/15/2002 Soil Characteristics Soil Type: Latahco silt loam Description: Deep poorly drained soil on valley floors, alluvium derived from loess Latah County, Idaho USDA, Natural Resource Conservation Service Soil Survey issued 1981 Geology/Hydrogeology Formation: Wanapum and Grande Ronde Basalts Bush et al 2000 ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 12 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com PHYSICAL SETTING INFORMATION FOR SITE AND SURROUNDING AREA SOURCE Description: Members of the Columbia River basalt group, Miocene. Estimated Depth to First Occurrence of Groundwater: 10 feet or less STRATA Primary Aquifer Grande Ronde/Wanapum Dale Ralston *Hydrogeologic Gradient: Not known – may be inferred to be parallel to topographic gradient (However, see discussion below) N/A Site Water Source City of Moscow Site visit *The groundwater flow direction and the depth to shallow groundwater, if present, would likely vary depending upon seasonal variations in rainfall and the depth to the soil/bedrock interface. Without the benefit of on-site groundwater monitoring wells surveyed to a datum, groundwater depth and flow direction beneath the site cannot be ascertained. 6.0 HISTORICAL USE INFORMATION 6.1 Historical Topographic Maps Readily available USGS historical topographic maps were obtained from EDR, and selected maps were reviewed to identify RECs in connection with the site. Selected historical topographic maps are summarized below: Historical Topographic Maps USGS Map/Date Direction Description Site Incorporated City of Moscow North 6th street East Jackson Street South Railroad Moscow West Quad, 1960 West Railroad ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 13 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com USGS Map/Date Direction Description Site Incorporated City of Moscow North 6th Street East Jackson Street South Railroad Moscow West Quad, 1975 West Railroad 6.2 Historical Aerial Photographs Selected historical aerial photographs from Valley Air Photos were reviewed at approximate 10 to 15 year intervals, if readily available, to identify RECs in connection with the site. A photograph’s quality and scale may limit evaluation of these aerials. Copies of aerial photographs from 1960, 1971, 1982, 1990 and 2000 are included as Plates 2 through 6. Selected photographs are summarized below: Historical Aerial Photographs Date Source & Photo ID # Direction Description Site Structure located on northeast site, additional structures located on western site North 6th Street, structures East Parking lot and lumber yard South Grain elevators Valley Air Photo, 1960 West Warehouses, railroad Site Structure located on northeast site, tanks and warehouses located on western site North 6th Street, structures East Parking lot (car dealership) and lumber yard South Grain elevators Valley Air Photo, 1971 West Warehouses, railroad ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 14 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Date Source & Photo ID # Direction Description Site Structure located on northeast site, tanks and warehouses located on western site North 6th Street, structures East Parking lot (car dealership) South Grain elevators Air Photo, Valley 1982 West Warehouses, railroad Site Structure located on northeast site, parking lot, warehouses located on western site North 6th Street, structures East Parking lot (car dealership) South Grain elevators Valley Air Photo, 1990 West Warehouses, railroad Site Structure located on northeast site, new structure, warehouses located on western site North 6th Street, structures East New structure (bank), parking lot South Grain elevators Valley Air Photo, 2000 West Warehouses, railroad Tanks are visible associated with the bulk storage of agricultural chemicals on-site in the 1971 and 1982 aerial photographs. Agricultural chemicals are regulated by the EPA under the RCRA and Federal Insecticide, Fungicide and Rodenticide ACT (FIFRA). Lindane, an organochlorine insecticide was historically used as a seed treatment. Lindane is a neurotoxin and suspected carcinogen. DDT was a common historically used pesticide that is environmentaly persistent. 6.3 Historical City Directories The Cole and Polk city directories used in this study were made available through the Idaho State Historical Society (selected years reviewed: 1957, 1960, 1966, 1976, 1980, 1985 and 2000) and were reviewed at approximate 5 year intervals, if readily available. Since these references are copyright protected, reproductions are not provided in this report. Street listings for the site were not available prior to 1957. Street listings for the site appeared to vary ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 15 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com between 6th and Jackson Streets, sometimes including both, city directory listings for the site were not available before 1957. Historical City Directories Property Address/Listings from Historical City Directories Site Mark P Miller Milling Co, 203 West 6th/601 South Jackson, 1957-1960, Barber shop, 1966, Palouse Producer Chem Products, 1976-1980 North Johnnies Café, 1957-1980, vacant/residential 1980-present East Bestway Building Center, 1957-1976, Ambassador Auto 1976-? South Mark P Miller Milling Co, 1957-1960, LCGG, 1976-2000 West LCGG, 1957-1980, no listing 1980-2000 The site is identified as Palouse Producer Chem products, a supplier of agricultural chemicals in the 1976 and 1980 city directories. This is consistent with the review of historic aerial photographs Section 6.2 and historic fire insurance maps, Section 6.4. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 16 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com 6.4 Historical Fire Insurance Maps In the late nineteenth century, the Sanborn Company began preparing maps of central business districts for use by fire insurance companies. These maps were updated and expanded geographically periodically through the twentieth century. The Sanborn maps often indicate construction materials of specific building structures and the location of gasoline storage tanks. Historical fire insurance maps produced by the Sanborn Map Company were requested from EDR to evaluate past uses of the site and adjoining properties. The table below summarizes the review of the maps provided: Historical Fire Insurance Maps Date, and source Property Address/Listings from Historical Fire Insurance Maps Site Planing mill, sash and door Adjoining North Planing and carpentry Adjoining East Jackson Street Adjoining South Lumber, Railroad 1891, EDR Adjoining West Lumber Site Planing mill, sash and door Adjoining North Planing and carpentry Adjoining East Jackson Street Adjoining South Lumber, Railroad 1893, EDR Adjoining West Lumber ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 17 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Date, and source Property Address/Listings from Historical Fire Insurance Maps Site Planing mill, sash and door Adjoining North Planing and carpentry Adjoining East Jackson Street Adjoining South Lumber, Railroad 1896, EDR Adjoining West Lumber Site Flour mill, feed mill, retail grain Adjoining North 6th Street, structure Adjoining East Jackson Street, Potlatch Lumber Company Adjoining South Grain elevator 1909, EDR Adjoining West Grain and flour warehouse Site Flour mill, feed mill, retail grain Adjoining North 6th Street, structure Adjoining East Jackson Street, Potlatch Lumber Company Adjoining South Grain elevator 1928, EDR Adjoining West Grain and flour warehouse Site Flour mill, feed mill, retail grain, well and pump Adjoining North 6th Street, structure Adjoining East Jackson Street Adjoining South Grain elevator 1950, EDR Adjoining West Grain and flour warehouse Site Flour mill, feed mill, retail grain, well and pump Adjoining North 6th Street, structure 1955, EDR Adjoining East Jackson Street ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 18 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Date, and source Property Address/Listings from Historical Fire Insurance Maps Adjoining South Grain elevator Adjoining West Grain and flour warehouse Site Steel fertilizer tanks, structure Adjoining North 6th Street, structure Adjoining East Jackson Street Adjoining South Grain elevator 1963, EDR Adjoining West Grain and flour warehouse Steel fertilizer tanks are located on-site in 1963 indicating a site history of bulk storage of agricultural chemicals. A well is located on-site in the 1950 and 1955 Sanborn maps, that if improperly backfilled or abandoned could have provided a conduit to groundwater. Potential leaks and spills associated with historic bulk storage of fertilizer and agricultural chemicals on the site is a REC. 6.5 Ownership Information At the direction of the client, land title records were not reviewed as part of the scope of services. 6.6 Historical Interviews Duane Brelsford, the current owner was contacted for interview regarding his knowledge of site history. Mr. Brelsford indicated that he has owned the property since 2002. Mr. Brelsford stated that the USTs associated with the Latah County Grain Growers were removed from the adjacent western property prior to the construction of University Pointe. Mr. Brelsford further indicated that the University Pointe foundation is elevated to address its location in the 100 year floodplain of Paradise Creek. 6.7 Prior Report Review A previous environmental report for the site was provided for review. The report was titled Phase I Environmental Site Assessment Latah County Grain Growers Property, 94,986 ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 19 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Square Foot Parcel, 317 W. 6th Street, Moscow, Idaho and was completed on June 19, 2002. The report was prepared by STRATA Geotechnical Engineering and Materials Testing, Inc. for Mr. Duane Brelsford of University Pointe LLC. The report addressed the site and property formerly owned by the Latah County Grain Growers that comprises the University Pointe property located west of the site. The report identified the following as recognized environmental conditions with respect to the Latah County Grain Growers Property: 1. Registered UST 2. Remediated LUST 3. Oil and waste oil drums 4. Heating oil UST 5. Moscow shallow groundwater 6. Pre-1985 transformers (PCBs) 7. Past bulk agricultural chemical staging, storage and transfer 8. Two RR sidings past transport for agricultural chemicals and fuel Of the eight RECs identified by the 2002 STRATA report, the UST and former location of the LUST are located off-site to the west on University Pointe property. The report suggests that the USTs would be properly decommissioned associated with the development of University Pointe and DEQ issued a No Further Action (NFA) letter for the LUST. The shallow groundwater identified by the report is present throughout the Moscow downtown area. Because of its interconnectivity to surface water and surface impacts and because of its relatively low yield for production of groundwater as a resource, the shallow groundwater in Moscow is generally considered to be a low probability of use aquifer. The 2002 STRATA report indicated that the pre-1985 transformers were not leaking when the Phase I ESA was conducted. The report further concluded that subsurface sampling of soil and groundwater would be required to assess whether the site and adjacent Latah County Grain Growers property had sustained impacts associated with its history of use for agricultural chemicals staging storage and transfer and the transport of chemicals and fuel associated with the railroad sidings. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 20 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com 6.8 Site History Summary The following table summarizes past site uses based upon our review of historical topographic maps, aerial photographs, Sanborn fire insurance maps, interviews and previous reports. Site Use Summary Approximate Dates Historic Site Use 1891-1896 Planing mill, sash and door 1909-1955 Flour mill, feed mill and retail grain 1963-1982 Agricultural chemical storage 1990-2000 Storage/Warehouses 2000-Present Produce sales 6.9 Data Gaps A data gap exists between 1896 and 1909, the year the site use changed from a planing mill to flour mill is uncertain. Another gap exists between 1955 and 1963, the year the flour mill closed and bulk agricultural chemical storage began is uncertain. Another gap exists between 1982 and 1990, the year they removed the bulk storage tanks is uncertain. However, as a historic review of site use, it appears that all significant site uses are addressed by the site history and it is unlikely that the data gaps will affect the findings, opinions and conclusions of this report. 7.0 SITE RECONNAISSANCE 7.1 General Site Information Information contained in this section is based on a visual reconnaissance conducted while walking through the site and the accessible interior areas of structures, if any, located on the site. A summary of information obtained from interviews and other references presented in the following subsections is also provided. Plate 2 is a site diagram of the site. Photographic documentation of the site at the time of the visual reconnaissance is provided as Plates 7 to 11. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 21 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com General Site Information Site Reconnaissance Field Personnel Mr. Shawn Ringo Reconnaissance Date May 30, 2008 Weather Sunny and warm Site Contact/Title Mr. Duane Brelsford, Owner Site Description Site Name 217 West 6th Street Site Location/Address 217 West 6th Street, Moscow, Latah County, Idaho Adjoining Streets 6th and Jackson Streets Land Area 0.5 acres Land Area Description No. of Buildings 2 Year Constructed Approx. Square Footage No. of Floors Otto’s Produce and former LCGG Warehouse 2000/1896-1909 1200 1 and 2 Other Site Improvements Parking lot power, sewer, water, gas Zoning Commercial Site Topographic Relief Relatively flat Site Utilities Electricity Avista Drinking Water City of Moscow Wastewater City of Moscow Natural Gas Avista Otto’s produce currently operates on the eastern portion of the property, the former LCGG warehouse occupies the western portion. An abandoned railroad spur exists between the two buildings. Otto’s produce is a corrugated steel building with a separate small concrete masonry unit structure. The former warehouse is constructed of concrete masonry units with a concrete slab on grade. Signage inside the warehouse indicates that pesticides were formerly stored there. Signage on the exterior of the warehouse indicates it once functioned as LCGG’s shop. A second story to the warehouse was visible from the exterior but was inaccessible. The north eastern portion of the property is paved and the remainder is gravel surfaced. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 22 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com 7.2 Summary of Observations The following table summarizes site observations and interviews. Affirmative responses (designated by an are discussed in more detail in the subsections following the table. Site Characteristics Category Item or Feature Item or Feature Observed Emergency generators Elevators Air compressors Site Operations, Processes, and Equipment Hydraulic lifts Evidence of aboveground storage tanks Drums, barrels and/or containers ≥ 5 gallons Cleaning and/or similar supplies Aboveground Chemical or Waste Storage MSDS ***please combine as one table*** Category Item or Feature Item or Feature Observed Evidence of underground storage tanks or ancillary UST equipment Sumps, cisterns, catch basins and/or dry wells Grease traps Septic tanks and/or leach fields Oil/water separators Pipeline markers Underground Chemical or Waste Storage, Drainage or Collection Systems Interior floor drains Pad or pole mounted transformers and/or capacitors X Electrical Transformers/ PCBs Generators Stressed vegetation Stained soil Stained pavement or similar surface Trash, debris and/or other waste materials X Dumping or disposal areas Construction/demolition debris and/or dumped fill dirt X Surface water discoloration, odor, sheen, and/or free floating product Strong, pungent or noxious odors Exterior pipe discharges and/or other effluent discharges Laboratory hoods and/or Incinerators Waste treatment systems and/or water treatment systems Evidence of Releases or Potential Releases Compressor blowdown Other Notable Site Surface water bodies ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 23 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Category Item or Feature Item or Feature Observed Quarries or pits Features Wells Those entries above designated by an indicate that the Item or Feature was observed during the site visit. If no designation appears above, then the Item or Feature was not observed on the date of the site visit. 7.2.1 Observations Electrical Transformers/PCBs Pad or Pole Mounted Transformers Three transformers are mounted on a pole adjacent to third street, north of the site. The transformers did not appear to be leaking. Evidence of Releases or Potential Releases Trash, Debris and/or Other Waste Materials Some trash and debris existed between Otto’s Produce and the warehouse. Construction/Demolition Debris and/or Dumped Fill Dirt Some asphalt and gravel were piled south of the warehouse building. 7.2.2 Interviews Conducted During Visual Reconnaissance The following individuals were interviewed regarding the presence or absence of the items or features listed in the table above. Unless otherwise noted herein, the interviewee was not aware of the listed features (identified in the Site Characteristics Table) at the site. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 24 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com Interviewees Interviewee Title Mr. Duane Brelsford Owner Mr. Steve Gill DEQ Mr. Duane Brelsford’s interview is available in section 6.6. Mr. Steve Gill’s interview is available in section 4.2.4. 8.0 ADDITIONAL SERVICES Per the agreed-on scope of services specified in the proposal, additional services asbestos testing, wetlands evaluation, lead based paint testing, lead in drinking water testing, radon testing, etc.) were not conducted. 9.0 FINDINGS The site reconnaissance was performed on May 30, 2008 by Shawn Ringo. The site is located at 217 West 6th Street in Moscow, Latah County, Idaho. The site is currently occupied by Otto’s Produce although the produce building and site are separate. A cursory summary of findings is provided below. However, details were not included or fully developed in this section, and the report must be read in its entirety for a comprehensive understanding of the items contained herein. • Otto’s produce currently operates on the eastern portion of the site, the former LCGG warehouse occupies the western portion. An abandoned railroad spur exists between the two buildings. Otto’s produce is a corrugated steel building with a separate small concrete masonry unit structure. The former warehouse is constructed of concrete masonry units with a concrete slab on grade. Signage inside the warehouse indicates that pesticides were formerly stored there. Signage on the exterior of the warehouse indicates it once functioned as LCGG’s shop. A second story to the warehouse was visible from the exterior but was inaccessible. The north eastern portion of the property is paved and the remainder is gravel surfaced. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 25 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com • The site functioned as a planing mill and sash and door from 1891 to 1896. From 1909 to 1955, the site functioned as a flour mill, feed mill and sold retail grain. From 1963 to 1982, the site stored and sold bulk agricultural chemicals. The site functioned as storage and warehouses from 1990 to 2000 when Otto’s Produce began operations on-site selling retail fruits and vegetables. • A LUST property, Ambassador Auto Service was located east across Jackson Street from the site. The EDR report indicates that this facility is closed with a reported cleanup date of March 1, 1993. Another LUST property, Latah County Grain Growers is located west at an equal elevation to the site. The EDR report indicates this facility is closed with a reported cleanup date of March 14, 2001. Cleanup activities and the relative position of the Grain Growers LUST relative to the site and Paradise Creek suggest that the Grain Growers LUST is unlikely to be a REC with respect to the site. The Vox Service is a LUST property formerly located 425 feet east, up gradient of the site. The EDR report indicates this facility is closed with a reported cleanup date of August 21, 1998. The distance from the site and the reported cleanup activities at Vox suggest that the Vox LUST is unlikely to be a REC with respect to the site. Greens Cleaners is a dry cleaner located at 425 east and down gradient from the site. Greens Cleaners utilizes halogenated solvents and is on record in the EDR report as a RCRA-CESQG since June of 1998. The southern adjoining property, which is the former Primeland Grain Elevators facility, is currently undergoing a DEQ Brownfields assessment. Communication with Mr. Steve Gill of DEQ Coeur d’Alene office indicated that he did not think the grain elevator property would impact the site. Data Gaps A data gap exists between 1896 and 1909, the year the site use changed from a planing mill to flour mill is uncertain. Another gap exists between 1955 and 1963, the year the flour mill closed and bulk agricultural chemical storage began is uncertain. Another gap exists between 1982 and 1990, the year they removed the bulk storage tanks is uncertain. However, as a historic review of site use, it appears that all significant site uses are addressed by the site history and it is unlikely that the data gaps will affect the findings, opinions and conclusions of this report. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 26 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com 10.0 OPINIONS It is our opinion, based on our records review, site reconnaissance, and personal interviews and our findings above; that potential leaks and spills from the site’s history of use for bulk storage of fertilizers and agricultural chemicals constitutes a recognized environmental condition. Site soil and groundwater sampling and laboratory analysis would be required to determine whether the site has sustained impacts associated with this history of use. Recognized environmental conditions were not identified associated with historic regulatory actions or conditions on surrounding properties as neighboring LUST properties have been documented cleaned up or closed by DEQ. Neighboring RCRA sites are sufficiently distant or located relative to topographic gradient and/or the Paradise Creek drainage such that they are unlikely to impact the site. De minimus conditions were not identified. 11.0 CONCLUSIONS We have performed this Phase 1 Environmental Site Assessment in general accordance with the scope and limitations of ASTM Practice E 1527-05 for the site located at 217 West 6th Street in Moscow, Idaho. Any exceptions to or deletions from this practice are described Section 1.4 and any data gaps are described in Sections 6.9 and 9.0 of this report. This assessment identified potential leaks and spills from the site’s history of use for bulk storage of fertilizers and agricultural chemicals as a recognized environmental condition. This assessment has revealed no evidence of additional recognized environmental conditions in connection with the site. 12.0 RECOMMENDATIONS Based on the findings of this assessment, STRATA recommends that a limited subsurface investigation be conducted to evaluate if the site has been affected by potential releases from historic bulk fertilizers and agricultural chemical storage on-site. Although not a recognized environmental condition, trash and debris observed during the site visit should be removed and disposed of in accordance with local, state, and federal regulations. ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 27 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com 13.0 QUALIFICATION(S) OF ENVIRONMENTAL PROFESSIONAL(S) STRATA declares that, to the best of our professional knowledge and belief, we meet the definition of an Environmental Professional as defined in §312.10 of 40 CFR 312. We have the specific qualifications based on education, training, and experience to assess a site of the nature, history, and setting of the subject site. We have developed and performed all the appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Supporting documentation and the qualifications of the environmental professional and personnel conducting the site reconnaissance and interviews are provided in Appendix C. The following plates and appendices accompany and complete this report: Plate 1: USGS Topographic Map Plate 2, 3, 4, 5 and 6: Aerial Photographs Plates 7, 8, 9, 10 and 11: Photographic Documentation Appendix A: Acronyms Appendix B: Regulatory Database Information Appendix C: SOQ ---PAGE BREAK--- 217 West 6th Street BREDUA M08057A Page 28 IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.STRATAgeotech.com REFERENCES ASTM International. “ASTM Standards on Environmental Site Assessments for Commercial Real Estate, Fifth Edition” ASTM E 1527-05 and ASTM E 1528-05, ©2006. Environmental Protection Agency. “Federal Register, Part III Standards and Practices for All Appropriate Inquiries; Final Rule” 40 CFR Part 312, ©November 1, 2005. Soil Survey of Latah County Area, Idaho, USDA Soil Conservation Service in cooperation with University of Idaho, College of Agriculture Idaho Soil Conservation Commission April, 1981. Bedrock Geologic Map of the Moscow East Quadrangle, Latah County, Idaho, John H. Bush, Jack L. Pierce and Gerald N. Potter, 2000. ---PAGE BREAK--- USGS TOPOGRAPHIC MAP 217 West 6th Street Moscow, Idaho BREDUA M08057A Plate 1 VICINITY MAP NOT TO SCALE Reference: USGS Topographic Map Moscow West Quad Site Location Site Location SCALE 1:24,000 ---PAGE BREAK--- 2000 Aerial Photograph 217 West 6th Street Moscow, Idaho BREDUA M08057A Plate 2 Reference: Valley Air Photos Approximate Site Boundary ---PAGE BREAK--- 1990 Aerial Photograph 217 West 6th Street Moscow, Idaho BREDUA M08057A Plate 3 Reference: Valley Air Photos Approximate Site Boundary ---PAGE BREAK--- 1982 Aerial Photograph 217 West 6th Street Moscow, Idaho BREDUA M08057A Plate 4 Reference: Valley Air Photos Approximate Site Boundary ---PAGE BREAK--- 1971 Aerial Photograph 217 West 6th Street Moscow, Idaho BREDUA M08057A Plate 5 Reference: Valley Air Photos Approximate Site Boundary ---PAGE BREAK--- 1960 Aerial Photograph 217 West 6th Street Moscow, Idaho BREDUA M08057A Plate 6 Reference: Valley Air Photos Approximate Site Boundary ---PAGE BREAK--- 217 West 6th Street Moscow, Idaho Photographic Documentation BREDUA M08057A Plate 7 Photo 1 – Southern grain elevators. Photo 2 – Former elevator scale and building foundation. Photo 3 – Otto’s produce and former Latah County Grain Growers warehouse. Photo 4 – Looking west across Jackson Street to bank. ---PAGE BREAK--- 217 West 6th Street Moscow, Idaho Photographic Documentation BREDUA M08057A Plate 8 Photo 5 – Looking west to University Pointe. Photo 6 – South grain elevators. Photo 7 – University Pointe. Photo 8 – Former warehouse and conduit, former railroad spur. ---PAGE BREAK--- 217 West 6th Street Moscow, Idaho Photographic Documentation BREDUA M08057A Plate 9 Photo 9 – Pole mounted transformers. Photo 10 – Otto’s Produce. Photo 11 – Otto’s Produce. Photo 12 – City water meter. ---PAGE BREAK--- 217 West 6th Street Moscow, Idaho Photographic Documentation BREDUA M08057A Plate 10 Photo 13 – Parking lot across 6th Street. Photo 14 – Former gas mask storage inside warehouse. Photo 15 – Boat storage inside warehouse. Photo 16 – Boat storage inside warehouse. ---PAGE BREAK--- 217 West 6th Street Moscow, Idaho Photographic Documentation BREDUA M08057A Plate 11 Photo 17 – Former upper warehouse access. Photo 18 – Former pesticide storage area inside warehouse. Photo 19 – Inside former pesticide storage. Photo 20 – Warehouse/shop entrance. ---PAGE BREAK--- Appendix A Acronyms ---PAGE BREAK--- Description of Selected General Terms and Acronyms Term/Acronym Description ACM Asbestos Containing Material. Asbestos is a naturally occurring mineral, three varieties of which amosite, crocidolite) have been commonly used as fireproofing or binding agents in construction materials. Exposure to asbestos, as well as ACM, has been documented to cause lung diseases including asbestosis (scarring of the lung), lung cancer and mesothelioma (a cancer of the lung lining). Regulatory agencies have generally defined ACM as a material containing greater that one percent asbestos, however some states (e.g. California) define ACM as materials having 0.1% asbestos. In order to define a homogenous material as non-ACM, a minimum number of samples must be collected from the material dependent upon its type and quantity. Homogenous materials defined as non-ACM must either have 1) no asbestos identified in all of its samples or 2) an identified asbestos concentration below the appropriate regulatory threshold. Asbestos concentrations are generally determined using polarized light microscopy or transmission electron microscopy. Point counting is an analytical method to statistically quantify the percentage of asbestos in a sample. The asbestos component of ACM may either be friable or non-friable. Friable materials, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure and have a higher potential for a fiber release than non-friable ACM. Non-friable ACM are materials that are firmly bound in a matrix by plastic, cement, etc. and, if handled carefully, will not become friable. Federal and state regulations require that either all suspect building materials be presumed ACM or that an asbestos survey be performed prior to renovation, dismantling, demolition, or other activities that may disturb potential ACM. Notifications are required prior to demolition and/or renovation activities that may impact the condition of ACM in a building. ACM removal may be required if the ACM becomes damaged or is likely to be disturbed or damaged during demolition or renovation. Abatement of friable or potentially friable ACM must be performed by a licensed abatement contractor in accordance with state rules and NESHAP. Additionally, OSHA regulations for work classification, worker training and worker protection will apply. AHERA Asbestos Hazard Emergency Response Act AST Above Ground Storage Tanks. ASTs are generally described as storage tanks less than 10% of which are below ground buried). Tanks located in a basement, but not buried, are also considered ASTs. Whether, and the extent to which, an AST is regulated, is determined on a case-by-case basis and depends upon tank size, its contents and the jurisdiction of its location. BGS Below Ground Surface BTEX Benzene, Toluene, and Xylenes. BTEX are VOC components found in gasoline and commonly used as analytical indicators of a petroleum hydrocarbon release. CERCLA Comprehensive Environmental Response, Compensation and Liability Act (a.k.a. Superfund). CERCLA is the federal act that regulates abandoned or uncontrolled hazardous waste sites. Under this Act, joint and several liability may be imposed on potentially responsible parties for cleanup-related costs. CERCLIS Comprehensive Environmental Response, Compensation and Liability Information System. An EPA compilation of sites having suspected or actual releases of hazardous substances to the environment. CERCLIS also contains information on site inspections, preliminary assessments and remediation of hazardous waste sites. These sites are typically reported to EPA by states and municipalities or by third parties pursuant to CERCLA Section 103. CFR Code of Federal Regulations DOT U.S. Department of Transportation EPA U.S. Environmental Protection Agency ERNS Emergency Response Notification System. An EPA-maintained federal database which stores information on notifications of oil discharges and hazardous substance releases in quantities greater than the applicable reportable quantity under CERCLA. ERNS is a cooperative data-sharing effort between EPA, DOT, and the National Response Center. ESA Environmental Site Assessment FRP Fiberglass Reinforced Plastic Hazardous Substance As defined under CERCLA, this is any substance designated pursuant to section 1321(b)(2)(A) of Title 33, any element, compound, mixture, solution, or substance designated pursuant to section 9602 of this title; any hazardous waste having characteristics identified under or listed pursuant to section 3001 of the Solid Waste Disposal Act (with some exclusions); any toxic pollutant listed under section 1317(a) of Title 33; any hazardous air pollutant listed under section 112 of the Clear Air Act; and any imminently hazardous chemical substance or mixture with respect to which the EPA Administrator has taken action under section 2606 of Title 15. This term does not include petroleum, including crude oil or any fraction thereof which is not otherwise listed as a hazardous substance under subparagraphs through above, and the term does not include natural gas, or gas usable for fuel (or mixtures of natural gas and such gas). ---PAGE BREAK--- Term/Acronym Description Hazardous Waste This is defined as having characteristics identified or listed under section 3001 of the Solid Waste Disposal Act (with some exceptions). RCRA, as amended by the Solid Waste Disposal Act of 1980, defines this term as a “solid waste, or combination of solid wastes, which because of its quantity, concentration, or physical, chemical, or infectious characteristics may cause, or significantly contribute to an increase in mortality or an increase in serious irreversible, or incapacitating reversible illness; or pose a substantial present or potential hazard to human health or the environment when improperly treated, stored, transported, or disposed of, or otherwise managed.” HREC Historical Recognized Environmental Condition. Environmental condition which in the past would have been considered a recognized environmental condition (REC), but which may or may not be considered a REC currently. The final decision rests with the environmental professional and will be influenced by the current impact of the HREC on the property. If a past release of any hazardous substances or petroleum products has occurred in connection with the property and has been remediated, with such remediation accepted by the responsible regulatory agency (for example, as evidence by the issuance of a no further action letter or equivalent), this condition shall be considered an historical recognized environmental condition. LUST Leaking Underground Storage Tank. This is a federal term set forth under RCRA for leaking USTs. Some states also utilize this term. MCL Maximum Contaminant Level. This Safe Drinking Water concept (and also used by many states as a groundwater cleanup criteria) refers to the limit on drinking water contamination that determines whether a supplier can deliver water from a specific source without treatment. MSDS Material Safety Data Sheets. Written/printed forms prepared by chemical manufacturers, importers and employers that identify the physical and chemical traits of hazardous chemicals under OSHA’s Hazard Communication Standard. NESHAP National Emissions Standard for Hazardous Air Pollutants (Federal Clean Air Act). This part of the Clean Air Act regulates emissions of hazardous air pollutants. NFRAP Facilities where there is “No Further Remedial Action Planned,” as more particularly described under the Records Review section of this report. NOV Notice of Violation. A notice of violation or similar citation issued to an entity, company or individual by a state or federal regulatory body indicating a violation of applicable rule or regulations has been identified. NPDES National Pollutant Discharge Elimination System (Clean Water Act). The federal permit system for discharges of polluted water. NPL National Priorities List, as more particularly described under the Records Review section of this report. OSHA Occupational Safety and Health Administration or Occupational Safety and Health Act PACM Presumed Asbestos-Containing Material. A material that is suspected of containing or presumed to contain asbestos but which has not been analyzed to confirm the presence or absence of asbestos. PCB Biphenyl. A halogenated organic compound commonly in the form of a viscous liquid or resin, a flowing yellow oil, or a waxy solid. This compound was historically used as dielectric fluid in electrical equipment (such as electrical transformers and capacitors, electrical ballasts, hydraulic and heat transfer fluids), and for numerous heat and fire sensitive applications. PCB was preferred due to its durability, stability (even at high temperatures), good chemical resistance, low volatility, flammability, and conductivity. PCBs, however, do not break down in the environment and are classified by the EPA as a suspected carcinogen. 1978 regulations, under the Toxic Substances Control Act, prohibit manufacturing of PCB- containing equipment; however, some of this equipment may still be in use today. pCi/l picoCuries per Liter of Air. Unit of measurement for Radon and similar radioactive materials. PLM Polarized Light Microscopy (see ACM section of the report, if included in the scope of services) PST Petroleum Storage Tank. An AST or UST that contains a petroleum product. Radon A radioactive gas resulting from radioactive decay of naturally-occurring radioactive materials in rocks and soils containing uranium, granite, shale, phosphate, and Radon concentrations are measured in picoCuries per liter of air. Exposure to elevated levels of radon creates a risk of lung cancer; this risk generally increases as the level of radon and the duration of exposure increases. Outdoors, radon is diluted to such low concentrations that it usually does not present a health concern. However, radon can accumulate in building basements or similar enclosed spaces to levels that can pose a risk to human health. Indoor radon concentrations depend primarily upon the building's construction, design and the concentration of radon in the underlying soil and groundwater. The EPA recommended annual average indoor “action level” concentration for residential structures is 4.0 pCi/l. RCRA Resource Conservation and Recovery Act. Federal act regulating solid and hazardous wastes from point of generation to time of disposal (‘cradle to grave”). 42 U.S.C. 6901 et seq. RCRA Generators The RCRA generators list is part of the RCRIS database maintained by EPA and lists facilities that generate hazardous waste as part of their normal business operations, as more particularly defined under Section 5.0 of this report. ---PAGE BREAK--- Term/Acronym Description RCRA CORRACTS/TSDs The USEPA maintains a database of RCRA facilities associated with treatment, storage, and disposal (TSD) of hazardous materials, which are undergoing “corrective action”. A “corrective action” order is issued when there is a release of hazardous waste or constituents into the environment from a RCRA facility. RCRA Non- CORRACTS/TSDs The RCRA Non-CORRACTS/TSD Database is a compilation by the USEPA of facilities that report storage, transportation, treatment, or disposal of hazardous waste. Unlike the RCRA CORRACTS/TSD database, the RCRA Non-CORRACTS/TSD database does not include RCRA facilities where corrective action is required. RCRA Violators List RAATS. RCRA Administrative Actions Taken. RAATS information is now contained in the RCRIS database and includes records of administrative enforcement actions against facilities for noncompliance. RCRIS Resource Conservation and Recovery Information System, as defined in the Records Review section of this report. REC Recognized Environmental Condition is defined by ASTM E 1527-00 as “the presence or likely presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property. The term includes hazardous substances or petroleum products even under conditions of compliance with laws. The term is not intended to include de minimis conditions that generally do not present a material risk of harm to the public health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. SPCC Spill Prevention, Control and Countermeasures. SPCC plans are required under federal law (Clean Water Act and Oil Pollution Act) for any facility storing petroleum in tanks and/or containers of 55-gallons or more that when taken in aggregate exceed 1,320 gallons. SPCC plans are also required for facilities with underground petroleum storage tanks with capacities of over 42,000 gallons. Many states have similar spill prevention programs, which may have additional requirements. SWF Solid Waste Facility List. A Vista Information Solutions, Inc. database of solid waste facilities listed by state. TPH Total Petroleum Hydrocarbons TRI Toxic Release Inventory. Routine EPA report on releases of toxic chemicals to the environment based upon information submitted by entities subject to reporting under the Emergency Planning and Community Right to Know Act. TSCA Toxic Substances Control Act. A federal law regulating manufacture, import, processing and distribution of chemical substances not specifically regulated by other federal laws (such as asbestos, PCBs, lead-based paint and radon). 15 U.S.C 2601 et seq. USACE United States Army Corps of Engineers USC United States Code USGS United States Geological Survey United States Department of Agriculture-Natural Resource Conservation Service UST Underground Storage Tank. Most federal and state regulations, as well as ASTM E1527, define this as any tank, including, underground piping connected to the tank, that is or has been used to contain hazardous substances or petroleum products and the volume of which is 10% or more beneath the surface of the ground buried). VCP Voluntary Cleanup Program VOC Volatile Organic Compound Wetlands Areas that are typically saturated with surface or groundwater that create an environment supportive of wetland vegetation swamps, marshes, bogs). The Corps of Engineers Wetlands Delineation Manual (Technical Report Y-87-1) defines wetlands as areas inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. For an area to be considered a jurisdictional wetland, it must meet the following criteria: more than 50 percent of the dominant plant species must be categorized as Obligate, Facultative Wetland, or Facultative on lists of plant species that occur in wetlands; the soil must be hydric; and, wetland hydrology must be present. The federal Clean Water Act which regulates “waters of the US,” also regulates wetlands, a program jointly administered by the USACE and the EPA. Waters of the U.S. are defined as: waters used in interstate or foreign commerce, including all waters subject to the ebb and flow of tides; all interstate waters including interstate wetlands; all other waters such as intrastate lakes, rivers, streams (including intermittent streams), mudflats, sandflats, wetlands, sloughs, prairie potholes, wet meadows, playa lakes, or natural ponds, etc., which the use, degradation, or destruction could affect interstate/ foreign commerce; all impoundments of waters otherwise defined as waters of the U. tributaries of waters identified in 1 through 4 above; the territorial seas; and wetlands adjacent to waters identified in 1 through 6 above. Only the USACE has the authority to make a final wetlands jurisdictional determination. ---PAGE BREAK--- Idaho Term/Acronym Description LUST Leaking Underground Storage Tank (Idaho) CDH Central District Health CDL Clandestine Drug Labs – Database Maintained by Idaho State Police IDEQ Idaho Department of Environmental Quality IDEQ LUST List Registered PST facilities with identified releases. IDEQ Spills List Listing of spills reported to the IDEQ SWF/LF Solid Waste Landfills IDEQ UST List Facilities with registered USTs (both underground and above ground). INDIAN LUST Leaking Underground Storage Tanks on Indian Land – Maintained by EPA Region 10 INDIAN UST Underground Storage Tanks on Indian Land – Maintained by EPA Region 10 NCDH North Central District Health SCDH South Central District Health SWDH Southwest District Health ---PAGE BREAK--- Appendix B Regulatory Database Information ---PAGE BREAK--- FORM-BPK-BJR ® k c e h C o e G h ti w tr o p e R ™ p a M s u i d a R R D E e h T 440 Wheelers Farms Road Milford, CT 06461 Toll Free: [PHONE REDACTED] www.edrnet.com 217 West Sixth Street 217 West Sixth Street Moscow, ID 83843 Inquiry Number: 2226351.2s May 21, 2008 ---PAGE BREAK--- SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 6 Orphan Summary 25 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-5 Physical Setting Source Map A-13 Physical Setting Source Map Findings A-14 Physical Setting Source Records Searched A-102 TC2226351.2s Page 1 Thank you for your business. Please contact EDR at 1-[PHONE REDACTED] with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from 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 ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2008 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. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS ---PAGE BREAK--- EXECUTIVE SUMMARY TC2226351.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 217 WEST SIXTH STREET MOSCOW, ID 83843 COORDINATES 46.729930 - 46˚ 43’ 47.7’’ Latitude (North): 117.003190 - 117˚ 0’ 11.5’’ Longitude (West): Zone 11 Universal Tranverse Mercator: 499756.2 UTM X (Meters): 5174934.5 UTM Y (Meters): 2559 ft. above sea level Elevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 46117-F1 MOSCOW WEST, WA Target Property Map: 1975 Most Recent Revision: 46116-F8 MOSCOW EAST, ID East Map: 1975 Most Recent Revision: TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. 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 search radius around the target property for the following databases: FEDERAL RECORDS NPL National Priority List Proposed NPL Proposed National Priority List Sites Delisted NPL National Priority List Deletions NPL LIENS Federal Superfund Liens CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System CERC-NFRAP CERCLIS No Further Remedial Action Planned LIENS 2 CERCLA Lien Information ---PAGE BREAK--- EXECUTIVE SUMMARY TC2226351.2s EXECUTIVE SUMMARY 2 CORRACTS Corrective Action Report RCRA-TSDF RCRA - Transporters, Storage and Disposal RCRA-LQG RCRA - Large Quantity Generators RCRA-SQG RCRA - Small Quantity Generators US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls ERNS Emergency Response Notification System HMIRS Hazardous Materials Information Reporting System DOT OPS Incident and Accident Data US CDL Clandestine Drug Labs US BROWNFIELDS A Listing of Brownfields Sites DOD Department of Defense Sites FUDS Formerly Used Defense Sites LUCIS Land Use Control Information System CONSENT Superfund (CERCLA) Consent Decrees ROD Records Of Decision UMTRA Uranium Mill Tailings Sites ODI Open Dump Inventory DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations MINES Mines Master Index File 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) HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing SSTS Section 7 Tracking Systems ICIS Integrated Compliance Information System PADS PCB Activity Database System MLTS Material Licensing Tracking System RADINFO Radiation Information Database FINDS Facility Index System/Facility Registry System RAATS RCRA Administrative Action Tracking System STATE AND LOCAL RECORDS SHWS This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. SWTIRE Waste Tire Collection Sites HIST LF Idaho Historical Landfills LAST Leaking Aboveground Storage Tanks SPILLS Spills Data INST CONTROL Sites with Institutional Controls Restricting Use VCP Voluntary Cleanup Program Sites BROWNFIELDS Brownfields Inventory CDL Clandestine Drug Labs AIRS Permitted Sources & Emissions Listing TIER 2 Tier 2 Data Listing TRIBAL RECORDS INDIAN RESERV Indian Reservations INDIAN ODI Report on the Status of Open Dumps on Indian Lands INDIAN LUST Leaking Underground Storage Tanks on Indian Land INDIAN UST Underground Storage Tanks on Indian Land EDR PROPRIETARY RECORDS Manufactured Gas Plants EDR Proprietary Manufactured Gas Plants ---PAGE BREAK--- EXECUTIVE SUMMARY TC2226351.2s EXECUTIVE SUMMARY 3 SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS 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. 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. 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. FEDERAL RECORDS RCRA-CESQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. A review of the RCRA-CESQG list, as provided by EDR, and dated 03/06/2008 has revealed that there are 2 RCRA-CESQG sites within approximately 0.25 miles of the target property. Page Map ID Dist / Dir Address Equal/Higher Elevation 17 19 NE 1/8 - 1/4 206 E 3RD ST MOSCOW CITY Page Map ID Dist / Dir Address Lower Elevation 7 A3 E 0 - 1/8 616 S MAIN GREENS CLEANERS RCRA-NonGen: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA-NonGen list, as provided by EDR, and dated 03/06/2008 has revealed that there are 2 RCRA-NonGen sites within approximately 0.25 miles of the target property. Page Map ID Dist / Dir Address Lower Elevation 11 C9 S 1/8 - 1/4 212 W 8TH ST CRITES-MOSCOW GROWERS INC 15 16 NNW 1/8 - 1/4 409 W 3RD SUNSET MART 3 ---PAGE BREAK--- EXECUTIVE SUMMARY TC2226351.2s EXECUTIVE SUMMARY 4 STATE AND LOCAL RECORDS ALLSITES: Idaho’s remediation database is a compilation of data on all the state and delegated federal remediation programs operated by the DEQ. A review of the ALLSITES list, as provided by EDR, and dated 01/22/2008 has revealed that there are 21 ALLSITES sites within approximately 0.5 miles of the target property. Page Map ID Dist / Dir Address Equal/Higher Elevation 6 1 W 0 - 1/8 317 W 6TH ST LATAH COUNTY GRAIN GROWER 10 8 E 1/8 - 1/4 S MAIN THE VOX 13 12 N 1/8 - 1/4 203 W 3RD ST VERN’S CHEVRON 14 D14 NNW 1/8 - 1/4 320 W 3RD ST MELODY MUFFLER 20 21 SSE 1/4 - 1/2 202 SPOTSWOOD SOUTHSIDE MINI MART 20 22 S 1/4 - 1/2 320 SWEET AVE PUREGRO 21 23 N 1/4 - 1/2 225 W A ST DUMAS CORPORATION 21 24 N 1/4 - 1/2 202 W A ST HELBLING BROS INC 21 E25 NNE 1/4 - 1/2 120 W A WATER TREATMENT PLANT 22 E26 NNE 1/4 - 1/2 205 N MAIN ST B & W SHELL 23 29 SE 1/4 - 1/2 ADAMS / VEATCH ST MOSCOW SCHOOL DIST #281 24 F32 N 1/4 - 1/2 340 N MAIN ST ZIP TRIP #16 (AKA CONOCO 16) Page Map ID Dist / Dir Address Lower Elevation 6 A2 E 0 - 1/8 115 W 6TH AMBASSADOR AUTO SERVICE 9 B5 ESE 0 - 1/8 700 S MAIN ST GRITMAN HOSPITAL ANNEX 9 B6 SE 0 - 1/8 728 S MAIN ST GRITMAN MEDICAL CENTER 10 7 W 1/8 - 1/4 415 W 6TH ST, PLANT SCI UNIVERSITY OF IDAHO PLANT SCIE 13 C10 S 1/8 - 1/4 234 1/2 W 8TH ST CITY NORTH AMERICAN 15 16 NNW 1/8 - 1/4 409 W 3RD SUNSET MART 3 19 20 NW 1/4 - 1/2 525 W 3RD ST ZIMMER MOTOR CO INC 22 27 SSE 1/4 - 1/2 1102 S MAIN SHARPE OIL CORP 22 28 NW 1/4 - 1/2 730 PULLMAN RD MOSCOW SECTION TOOL HOUSE LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the Department of Environmental Quality’s Idaho Leaking UST Tracking Form database. A review of the LUST list, as provided by EDR, and dated 01/29/2008 has revealed that there are 8 LUST sites within approximately 0.5 miles of the target property. Page Map ID Dist / Dir Address Equal/Higher Elevation 6 1 W 0 - 1/8 317 W 6TH ST LATAH COUNTY GRAIN GROWER Cleanup Date: 03/14/2001 10 8 E 1/8 - 1/4 S MAIN THE VOX Cleanup Date: 08/21/1998 13 12 N 1/8 - 1/4 203 W 3RD ST VERN’S CHEVRON Cleanup Date: 01/09/1997 23 F31 N 1/4 - 1/2 340 N MAIN ST ZIP TRIP #16 (AKA CONOCO 16) Page Map ID Dist / Dir Address Lower Elevation 6 A2 E 0 - 1/8 115 W 6TH AMBASSADOR AUTO SERVICE Cleanup Date: 03/01/1993 ---PAGE BREAK--- EXECUTIVE SUMMARY TC2226351.2s EXECUTIVE SUMMARY 5 Page Map ID Dist / Dir Address Lower Elevation 9 B6 SE 0 - 1/8 728 S MAIN ST GRITMAN MEDICAL CENTER Cleanup Date: 07/01/2002 15 16 NNW 1/8 - 1/4 409 W 3RD SUNSET MART 3 Cleanup Date: 07/11/2001 19 20 NW 1/4 - 1/2 525 W 3RD ST ZIMMER MOTOR CO INC Cleanup Date: 06/30/1992 UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the Department of Environmental Quality’s Registered UST’s in Idaho list. A review of the UST list, as provided by EDR, and dated 01/29/2008 has revealed that there are 11 UST sites within approximately 0.25 miles of the target property. Page Map ID Dist / Dir Address Equal/Higher Elevation 6 1 W 0 - 1/8 317 W 6TH ST LATAH COUNTY GRAIN GROWER 10 8 E 1/8 - 1/4 S MAIN THE VOX 13 12 N 1/8 - 1/4 203 W 3RD ST VERN’S CHEVRON 14 D13 NNW 1/8 - 1/4 320 W 3RD ST MELODY MUFFLER 14 D15 NNW 1/8 - 1/4 3RD & ASBRY ST PHILLIPS 66 CO 1 17 17 SW 1/8 - 1/4 709 DEAKIN AVE U OF I STUDENT UNION BUILDING 17 18 SSW 1/8 - 1/4 301 COLLEGE AVE KNOKE CONSTRUCTION CO Page Map ID Dist / Dir Address Lower Elevation 6 A2 E 0 - 1/8 115 W 6TH AMBASSADOR AUTO SERVICE 9 B6 SE 0 - 1/8 728 S MAIN ST GRITMAN MEDICAL CENTER 13 C11 S 1/8 - 1/4 234 1/2 W 8TH ST CITY NORTH AMERICAN 15 16 NNW 1/8 - 1/4 409 W 3RD SUNSET MART 3 A listing of locations. A review of the list, as provided by EDR, and dated 01/13/2006 has revealed that there is 1 site within approximately 0.25 miles of the target property. Page Map ID Dist / Dir Address Lower Elevation 9 A4 E 0 - 1/8 616 S MAIN STREET GREENS CLEANERS ---PAGE BREAK--- EXECUTIVE SUMMARY TC2226351.2s EXECUTIVE SUMMARY 6 Due to poor or inadequate address information, the following sites were not mapped: Database(s) Site Name ALLSITES GOODMAN OIL SPILLS, ALLSITES PRAIRIE LAND AND TIMBER ALLSITES LATAH COUNTY GRAIN GROWER ALLSITES PHILLIPS 66 CO 1 ALLSITES KNOKE CONSTRUCTION CO ALLSITES CHEVRON USA 90660 SPILLS, ALLSITES GRITMAN EXPANSION ALLSITES MOSCOW MILEPOST 85.8 L.S. ALLSITES LATAH HEAVY HAULING CERC-NFRAP LONE JACK DUMP CERC-NFRAP LATAH CO SAN LDFL SWF/LF, HIST LF LATAH COUNTY LANDFILL SWF/LF LATAH SANITATION, INC. SWF/LF LATAH SANITATION, INC. NON-MUNICIPA UST GOODMAN OIL UST MOSCOW MILEPOST 85.8 L.S. FINDS, RCRA-NonGen HARMON INDUSTRIES FINDS, RCRA-NonGen PULLMAN MOSCOW BULK PLANT ---PAGE BREAK--- EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. 115 kV 115 kV 115 kV ---PAGE BREAK--- EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. ---PAGE BREAK--- MAP FINDINGS SUMMARY Search Target Distance Total Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted FEDERAL RECORDS 0 NR 0 0 0 0 1.000 NPL 0 NR 0 0 0 0 1.000 Proposed NPL 0 NR 0 0 0 0 1.000 Delisted NPL 0 NR NR NR NR NR TP NPL LIENS 0 NR NR 0 0 0 0.500 CERCLIS 0 NR NR 0 0 0 0.500 CERC-NFRAP 0 NR NR NR NR NR TP LIENS 2 0 NR 0 0 0 0 1.000 CORRACTS 0 NR NR 0 0 0 0.500 RCRA-TSDF 0 NR NR NR 0 0 0.250 RCRA-LQG 0 NR NR NR 0 0 0.250 RCRA-SQG 2 NR NR NR 1 1 0.250 RCRA-CESQG 2 NR NR NR 2 0 0.250 RCRA-NonGen 0 NR NR 0 0 0 0.500 US ENG CONTROLS 0 NR NR 0 0 0 0.500 US INST CONTROL 0 NR NR NR NR NR TP ERNS 0 NR NR NR NR NR TP HMIRS 0 NR NR NR NR NR TP DOT OPS 0 NR NR NR NR NR TP US CDL 0 NR NR 0 0 0 0.500 US BROWNFIELDS 0 NR 0 0 0 0 1.000 DOD 0 NR 0 0 0 0 1.000 FUDS 0 NR NR 0 0 0 0.500 LUCIS 0 NR 0 0 0 0 1.000 CONSENT 0 NR 0 0 0 0 1.000 ROD 0 NR NR 0 0 0 0.500 UMTRA 0 NR NR 0 0 0 0.500 ODI 0 NR NR 0 0 0 0.500 DEBRIS REGION 9 0 NR NR NR 0 0 0.250 MINES 0 NR NR NR NR NR TP TRIS 0 NR NR NR NR NR TP TSCA 0 NR NR NR NR NR TP FTTS 0 NR NR NR NR NR TP HIST FTTS 0 NR NR NR NR NR TP SSTS 0 NR NR NR NR NR TP ICIS 0 NR NR NR NR NR TP PADS 0 NR NR NR NR NR TP MLTS 0 NR NR NR NR NR TP RADINFO 0 NR NR NR NR NR TP FINDS 0 NR NR NR NR NR TP RAATS STATE AND LOCAL RECORDS N/A N/A N/A N/A N/A N/A N/A SHWS 21 NR NR 11 6 4 0.500 ALLSITES 1 NR NR 1 0 0 0.500 SWF/LF 0 NR NR 0 0 0 0.500 SWTIRE 0 NR NR 0 0 0 0.500 HIST LF TC2226351.2s Page 4 ---PAGE BREAK--- MAP FINDINGS SUMMARY Search Target Distance Total Database Property (Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 8 NR NR 2 3 3 0.500 LUST 11 NR NR NR 8 3 0.250 UST 0 NR NR 0 0 0 0.500 LAST 0 NR NR NR NR NR TP SPILLS 0 NR NR 0 0 0 0.500 INST CONTROL 0 NR NR 0 0 0 0.500 VCP 1 NR NR NR 0 1 0.250 0 NR NR 0 0 0 0.500 BROWNFIELDS 0 NR NR NR NR NR TP CDL 0 NR NR NR NR NR TP AIRS 0 NR NR NR NR NR TP TIER 2 TRIBAL RECORDS 0 NR 0 0 0 0 1.000 INDIAN RESERV 0 NR NR 0 0 0 0.500 INDIAN ODI 0 NR NR 0 0 0 0.500 INDIAN LUST 0 NR NR NR 0 0 0.250 INDIAN UST EDR PROPRIETARY RECORDS 0 NR 0 0 0 0 1.000 Manufactured Gas Plants NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database N/A = This State does not maintain a SHWS list. See the Federal CERCLIS list. TC2226351.2s Page 5 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation RELEASEPRIORITY 00 UST EPAUSTCLOSURE VERIFIED BY NCIRO30 DAY RCVD FOR TANK #3 LUST GASOLINE Program/Incident: No attached deeds. Deed Rest: 46.72966000 / -117.00314000 Latitude/Longitude: Not reported Tax Parcel Id: PRIMELAND COOPERATIVES Owner Name: Not reported Alias: 4577 Site Id: 4577 Facility Id: ALLSITES: 3 Total Tanks: Closed Status: 2-290041 Facility ID: UST: Closed Status: 1030 Event ID: 03/14/2001 Cleanup Date: 06/09/1998 Release Date: 2-290041 Event ID: LUST: 280 ft. 0.053 mi. Relative: Equal Actual: 2559 ft. < 1/8 ALLSITES MOSCOW, ID 83843 West UST 317 W 6TH ST N/A 1 LUST LATAH COUNTY GRAIN GROWER U003724361 2-290021 Facility ID: UST: Not reported Program/Incident: 03/01/1993 Close Date: 06/30/1992 Open Date: Not reported Deed Rest: Not reported Lat/Long: Not reported Tax Parcel ID: Not reported Owner Name: Not reported Alias: Not reported EDR Site ID: Not reported Facility ID: Petroleum Contaminant: Not reported Program: ID SPILL: Closed Status: 676 Event ID: 03/01/1993 Cleanup Date: 06/30/1992 Release Date: 2-290021 Event ID: LUST: 420 ft. Site 1 of 3 in cluster A 0.079 mi. ALLSITES Relative: Lower Actual: 2557 ft. < 1/8 UST MOSCOW, ID 83843 East SPILLS 115 W 6TH N/A A2 LUST AMBASSADOR AUTO SERVICE U003724346 TC2226351.2s Page 6 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation UST No Description LUST NOT LISTED RELEASEPRIORITY 00 Program/Incident: No attached deeds. Deed Rest: 46.73217000 / -117.00801000 Latitude/Longitude: Not reported Tax Parcel Id: AMBASSADOR AUTO SERVICE INC Owner Name: Not reported Alias: 638 Site Id: 638 Facility Id: ALLSITES: 3 Total Tanks: Closed Status: AMBASSADOR AUTO SERVICE (Continued) U003724346 hazardous waste during any calendar month, and accumulates at any from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting land or water, of acutely hazardous waste; or generates 100 kg or less other debris resulting from the cleanup of a spill, into or on any waste; or 100 kg or less of any residue or contaminated soil, waste or month, and accumulates at any time: 1 kg or less of acutely hazardous or generates 1 kg or less of acutely hazardous waste per calendar month, and accumulates 1000 kg or less of hazardous waste at any time; Handler: generates 100 kg or less of hazardous waste per calendar Description: Conditionally Exempt Small Quantity Generator Classification: Facility is not located on Indian land. Additional information is not known. Land type: 10 EPA Region: Not reported Contact email: (208) 882-4231 Contact telephone: US Contact country: MOSCOW, ID 83843 616 S MAIN Contact address: ROGER VIRGIN Contact: MOSCOW, ID 83843 S MAIN Mailing address: IDD033979642 EPA ID: MOSCOW, ID 83843 616 S MAIN Facility address: GREENS CLEANERS Facility name: 06/24/1988 Date form received by agency: RCRA-CESQG: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Other Pertinent Environmental Activity Identified at Site FINDS: 464 ft. Site 2 of 3 in cluster A 0.088 mi. Relative: Lower Actual: 2557 ft. < 1/8 MOSCOW, ID 83843 East RCRA-CESQG 616 S MAIN IDD033979642 A3 FINDS GREENS CLEANERS [PHONE REDACTED] TC2226351.2s Page 7 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation State Evaluation lead agency: Not reported Date achieved compliance: Not reported Area of violation: COMPLIANCE ASSISTANCE VISIT Evaluation: 03/20/2002 Evaluation date: Evaluation Action Summary: No violations found Violation Status: SPENT SOLVENT MIXTURES. F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004, OR BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE 1,1,2-TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, Waste name: F002 Waste code: Hazardous Waste Summary: Commercial status unknown Off-site waste receiver: No Used oil transporter: No Used oil transfer facility: No Used oil Specification marketer: No Used oil fuel marketer to burner: No User oil refiner: No Used oil processor: No Used oil fuel burner: Unknown Furnace exemption: Unknown On-site burner exemption: No Underground injection activity: No Treater, storer or disposer of HW: No Transporter of hazardous waste: No Recycler of hazardous waste: Unknown Mixed waste (haz. and radioactive): Unknown U.S. importer of hazardous waste: Handler Activities Summary: Not reported Owner/Op end date: Not reported Owner/Op start date: Owner Owner/Operator Type: Private Legal status: Not reported Owner/operator telephone: Not reported Owner/operator country: Not reported Not reported Owner/operator address: ROGER D VIRGIN Owner/operator name: Owner/Operator Summary: hazardous waste the cleanup of a spill, into or on any land or water, of acutely any residue or contaminated soil, waste or other debris resulting from time: 1 kg or less of acutely hazardous waste; or 100 kg or less of GREENS CLEANERS (Continued) [PHONE REDACTED] TC2226351.2s Page 8 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation Roger Virgin Contact Name: Roger Virgin Owner Name: Perc DC Facility Type: dt1-098 Facility ID: 464 ft. Site 3 of 3 in cluster A 0.088 mi. Relative: Lower Actual: 2557 ft. < 1/8 MOSCOW, ID East 616 S MAIN STREET N/A A4 GREENS CLEANERS S107470755 General Re GR #1 Program/Incident: No attached deeds. Deed Rest: 46.72817000 / -117.00117000 Latitude/Longitude: Not reported Tax Parcel Id: Not reported Owner Name: Not reported Alias: 5275 Site Id: 5275 Facility Id: ALLSITES: Not reported Program/Incident: 05/03/2003 Close Date: 06/01/2001 Open Date: Not reported Deed Rest: Not reported Lat/Long: Not reported Tax Parcel ID: Not reported Owner Name: Not reported Alias: Not reported EDR Site ID: Not reported Facility ID: Petroleum Contaminant: Not reported Program: ID SPILL: 551 ft. Site 1 of 2 in cluster B 0.104 mi. Relative: Lower Actual: 2557 ft. < 1/8 MOSCOW, ID 83843 ESE ALLSITES 700 S MAIN ST N/A B5 SPILLS GRITMAN HOSPITAL ANNEX [PHONE REDACTED] 2-290032 Facility ID: UST: Closed Status: 110 Event ID: 07/01/2002 Cleanup Date: 05/15/1993 Release Date: 2-290032 Event ID: LUST: 616 ft. Site 2 of 2 in cluster B 0.117 mi. Relative: Lower Actual: 2556 ft. < 1/8 ALLSITES MOSCOW, ID 83843 SE UST 728 S MAIN ST N/A B6 LUST GRITMAN MEDICAL CENTER U003724355 TC2226351.2s Page 9 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation UST No Description LUST GASOLINE RELEASEPRIORITY 00 Program/Incident: No attached deeds. Deed Rest: 46.72845000 / -117.00100000 Latitude/Longitude: Not reported Tax Parcel Id: GRITMAN MEDICAL CENTER Owner Name: Not reported Alias: 648 Site Id: 648 Facility Id: ALLSITES: 4 Total Tanks: Closed Status: GRITMAN MEDICAL CENTER (Continued) U003724355 General Re GR #1 Program/Incident: No attached deeds. Deed Rest: 46.73214000 / -117.01460000 Latitude/Longitude: Not reported Tax Parcel Id: Not reported Owner Name: Not reported Alias: 5265 Site Id: 5265 Facility Id: ALLSITES: Not reported Program/Incident: / / Close Date: 09/01/1991 Open Date: Not reported Deed Rest: Not reported Lat/Long: Not reported Tax Parcel ID: Not reported Owner Name: Not reported Alias: Not reported EDR Site ID: Not reported Facility ID: Petroleum Contaminant: Not reported Program: ID SPILL: 707 ft. 0.134 mi. Relative: Lower Actual: 2558 ft. 1/8-1/4 MOSCOW, ID 83843 West ALLSITES 415 W 6TH ST, PLANT SCIENCE FARM N/A 7 SPILLS UNIVERSITY OF IDAHO PLANT SCIENCE F S106528553 Closed Status: 1170 Event ID: 08/21/1998 Cleanup Date: 08/04/1998 Release Date: 2-290628 Event ID: LUST: 759 ft. 0.144 mi. Relative: Equal Actual: 2559 ft. 1/8-1/4 ALLSITES MOSCOW, ID 83843 East UST S MAIN N/A 8 LUST THE VOX U003724427 TC2226351.2s Page 10 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation GASOLINE RELEASEPRIOITY CODE 00 UST NO NOTIFICATION FORM. DATA TAKEN FROM LUST DATABASE ENTRY FORM LUST Program/Incident: No attached deeds. Deed Rest: 46.73515000 / -116.98707000 Latitude/Longitude: Not reported Tax Parcel Id: ROSCOE WILLIAMS Owner Name: Not reported Alias: 4562 Site Id: 4562 Facility Id: ALLSITES: 1 Total Tanks: Closed Status: 2-290628 Facility ID: UST: THE VOX (Continued) U003724427 MOSCOW, ID 83843 PO BOX 8912 Contact address: DENNY O’BRYAN Contact: MOSCOW, ID 83843 PO BOX 8912 Mailing address: IDD033979352 EPA ID: MOSCOW, ID 83843 212 W 8TH ST Facility address: CRITES-MOSCOW GROWERS INC Facility name: 09/16/1991 Date form received by agency: RCRA-NonGen: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource of the Clean Air Act. redesign to support facility operating permits required under Title V estimation of total national emissions. AFS is undergoing a major to comply with regulatory programs and by EPA as an input for the AFS data are utilized by states to prepare State Implementation Plans used to track emissions and compliance data from industrial plants. information concerning airborne pollution in the United States. AFS is Aerometric Data (SAROAD). AIRS is the national repository for National Emission Data System (NEDS), and the Storage and Retrieval of replaces the former Compliance Data System (CDS), the AFS (Aerometric Information Retrieval System (AIRS) Facility Other Pertinent Environmental Activity Identified at Site FINDS: 774 ft. Site 1 of 3 in cluster C 0.147 mi. Relative: Lower Actual: 2556 ft. 1/8-1/4 MOSCOW, ID 83843 South RCRA-NonGen 212 W 8TH ST IDD033979352 C9 FINDS CRITES-MOSCOW GROWERS INC [PHONE REDACTED] TC2226351.2s Page 11 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation No violations found Violation Status: BENZENE, 1,1’-(2,2-DICHLOROETHYLIDENE)BIS[4-CHLORO- Waste name: U060 Waste code: Hazardous Waste Summary: Not a generator, verified Classification: CRITES-MOSCOW GROWERS INC Facility name: 01/01/1980 Date form received by agency: Not a generator, verified Classification: CRITES-MOSCOW GROWERS INC Facility name: 01/01/1980 Date form received by agency: Historical Generators: Commercial status unknown Off-site waste receiver: No Used oil transporter: No Used oil transfer facility: No Used oil Specification marketer: No Used oil fuel marketer to burner: No User oil refiner: No Used oil processor: No Used oil fuel burner: Unknown Furnace exemption: Unknown On-site burner exemption: No Underground injection activity: No Treater, storer or disposer of HW: No Transporter of hazardous waste: No Recycler of hazardous waste: Unknown Mixed waste (haz. and radioactive): Unknown U.S. importer of hazardous waste: Handler Activities Summary: Not reported Owner/Op end date: Not reported Owner/Op start date: Owner Owner/Operator Type: Private Legal status: (208) 882-5519 Owner/operator telephone: Not reported Owner/operator country: MOSCOW, ID 83843 PO BOX 8912 Owner/operator address: CRITES MOSCOW Owner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous waste Description: Non-Generator Classification: 10 EPA Region: Not reported Contact email: (208) 882-5519 Contact telephone: US Contact country: CRITES-MOSCOW GROWERS INC (Continued) [PHONE REDACTED] TC2226351.2s Page 12 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation UST No Description Program/Incident: No attached deeds. Deed Rest: 46.72809000 / -117.00467000 Latitude/Longitude: Not reported Tax Parcel Id: ROGER T ROOT Owner Name: Not reported Alias: 666 Site Id: 666 Facility Id: ALLSITES: 806 ft. Site 2 of 3 in cluster C 0.153 mi. Relative: Lower Actual: 2556 ft. 1/8-1/4 MOSCOW, ID 83843 South 234 1/2 W 8TH ST N/A C10 ALLSITES CITY NORTH AMERICAN S108273965 2 Total Tanks: Closed Status: 2-290054 Facility ID: UST: 806 ft. Site 3 of 3 in cluster C 0.153 mi. Relative: Lower Actual: 2556 ft. 1/8-1/4 MOSCOW, ID 83843 South 234 1/2 W 8TH ST N/A C11 UST CITY NORTH AMERICAN U003724372 Closed Status: 2-290049 Facility ID: UST: Not reported Program/Incident: 01/09/1997 Close Date: 06/30/1992 Open Date: Not reported Deed Rest: Not reported Lat/Long: Not reported Tax Parcel ID: Not reported Owner Name: Not reported Alias: Not reported EDR Site ID: Not reported Facility ID: Petroleum Contaminant: Not reported Program: ID SPILL: Closed Status: 678 Event ID: 01/09/1997 Cleanup Date: 06/30/1992 Release Date: 2-290049 Event ID: LUST: 889 ft. 0.168 mi. ALLSITES Relative: Higher Actual: 2562 ft. 1/8-1/4 UST MOSCOW, ID 83843 North SPILLS 203 W 3RD ST N/A 12 LUST VERN’S CHEVRON U003724368 TC2226351.2s Page 13 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation GASOLINE RELEASEPRIORITY 00 UST EPAUSTSITE VISITED BY JB 10-16-0330 DAY NOTICE OF CLOSURE RCVD 8/16/04 LUST Program/Incident: No attached deeds. Deed Rest: 46.73218000 / -117.00322000 Latitude/Longitude: Not reported Tax Parcel Id: VERN M PELTON Owner Name: Not reported Alias: 662 Site Id: 662 Facility Id: ALLSITES: 7 Total Tanks: VERN’S CHEVRON (Continued) U003724368 2 Total Tanks: Closed Status: 2-290044 Facility ID: UST: 921 ft. Site 1 of 3 in cluster D 0.174 mi. Relative: Higher Actual: 2560 ft. 1/8-1/4 MOSCOW, ID 83843 NNW 320 W 3RD ST N/A D13 UST MELODY MUFFLER U003724364 1986 registration date requirement. item # 61. It is believed that these tanks were removed prior to the May 8, UST The hard file for this facility was archived 8-6-99 in Box #1 for USTas Program/Incident: No attached deeds. Deed Rest: 46.73263000 / -117.00528000 Latitude/Longitude: Not reported Tax Parcel Id: LARRY HALVORSON Owner Name: Not reported Alias: 658 Site Id: 658 Facility Id: ALLSITES: 921 ft. Site 2 of 3 in cluster D 0.174 mi. Relative: Higher Actual: 2560 ft. 1/8-1/4 MOSCOW, ID 83843 NNW 320 W 3RD ST N/A D14 ALLSITES MELODY MUFFLER S108275252 2 Total Tanks: Closed Status: 2-290051 Facility ID: UST: 964 ft. Site 3 of 3 in cluster D 0.183 mi. Relative: Higher Actual: 2560 ft. 1/8-1/4 MOSCOW, ID 83843 NNW 3RD & ASBRY ST N/A D15 UST PHILLIPS 66 CO 1 U003724369 TC2226351.2s Page 14 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation SUNSET MART 3 Facility name: 12/22/1992 Date form received by agency: RCRA-NonGen: UST No Description LUST NOT LISTED RELEASEPRIORITY 2 Program/Incident: No attached deeds. Deed Rest: 46.73226000 / -117.00565000 Latitude/Longitude: Not reported Tax Parcel Id: CAROL M. BAILEY Owner Name: Not reported Alias: 702 Site Id: 702 Facility Id: ALLSITES: 3 Total Tanks: Closed Status: 2-290097 Facility ID: UST: Not reported Program/Incident: 07/11/2001 Close Date: 06/30/1992 Open Date: Not reported Deed Rest: Not reported Lat/Long: Not reported Tax Parcel ID: Not reported Owner Name: Not reported Alias: Not reported EDR Site ID: Not reported Facility ID: Petroleum Contaminant: Not reported Program: ID SPILL: Closed Status: 120 Event ID: 07/11/2001 Cleanup Date: 06/30/1992 Release Date: 2-290097 Event ID: LUST: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Other Pertinent Environmental Activity Identified at Site FINDS: RCRA-NonGen 1048 ft. ALLSITES 0.198 mi. UST Relative: Lower Actual: 2557 ft. 1/8-1/4 SPILLS MOSCOW, ID 83843 NNW LUST 409 W 3RD IDD984674903 16 FINDS SUNSET MART 3 [PHONE REDACTED] TC2226351.2s Page 15 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF Waste name: D001 Waste code: Hazardous Waste Summary: Commercial status unknown Off-site waste receiver: No Used oil transporter: No Used oil transfer facility: No Used oil Specification marketer: No Used oil fuel marketer to burner: No User oil refiner: No Used oil processor: No Used oil fuel burner: Unknown Furnace exemption: Unknown On-site burner exemption: No Underground injection activity: No Treater, storer or disposer of HW: No Transporter of hazardous waste: No Recycler of hazardous waste: Unknown Mixed waste (haz. and radioactive): Unknown U.S. importer of hazardous waste: Handler Activities Summary: Not reported Owner/Op end date: Not reported Owner/Op start date: Owner Owner/Operator Type: Private Legal status: (208) 772-4031 Owner/operator telephone: Not reported Owner/operator country: COEUR D’ALENE, ID 83814 7415 N GOVERNMENT WAY Owner/operator address: CAROLE BAILEY Owner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous waste Description: Non-Generator Classification: Private Land type: 10 EPA Region: Not reported Contact email: (208) 772-4031 Contact telephone: US Contact country: HAYDEN LAKE, ID 838350825 PO BOX 825 Contact address: CAROLE BAILEY Contact: HAYDEN LAKE, ID 838350825 PO BOX 825 Mailing address: IDD984674903 EPA ID: MOSCOW, ID 83843 409 W 3RD Facility address: SUNSET MART 3 (Continued) [PHONE REDACTED] TC2226351.2s Page 16 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation State Evaluation lead agency: 09/23/1993 Date achieved compliance: Generators - Records/Reporting Area of violation: NON-FINANCIAL RECORD REVIEW Evaluation: 08/31/1993 Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 08/31/1993 Enforcement action date: WRITTEN INFORMAL Enforcement action: State Violation lead agency: 09/23/1993 Date achieved compliance: 08/31/1993 Date violation determined: Generators - Records/Reporting Area of violation: SS - IC 39-4411(4) Regulation violated: Facility Has Received Notices of Violations: SUNSET MART 3 (Continued) [PHONE REDACTED] 1 Total Tanks: Closed Status: 2-290629 Facility ID: UST: 1103 ft. 0.209 mi. Relative: Higher Actual: 2561 ft. 1/8-1/4 MOSCOW, ID 83844 SW 709 DEAKIN AVE N/A 17 UST U OF I STUDENT UNION BUILDING U003724428 1 Total Tanks: Closed Status: 2-290611 Facility ID: UST: 1142 ft. 0.216 mi. Relative: Higher Actual: 2561 ft. 1/8-1/4 MOSCOW, ID 83843 SSW 301 COLLEGE AVE N/A 18 UST KNOKE CONSTRUCTION CO U003724414 Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Other Pertinent Environmental Activity Identified at Site FINDS: 1213 ft. 0.230 mi. Relative: Higher Actual: 2583 ft. 1/8-1/4 MOSCOW, ID 83843 NE RCRA-CESQG 206 E 3RD ST IDR000002493 19 FINDS MOSCOW CITY [PHONE REDACTED] TC2226351.2s Page 17 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation No Underground injection activity: No Treater, storer or disposer of HW: No Transporter of hazardous waste: No Recycler of hazardous waste: No Mixed waste (haz. and radioactive): No U.S. importer of hazardous waste: Handler Activities Summary: Not reported Owner/Op end date: 01/01/0001 Owner/Op start date: Owner Owner/Operator Type: Municipal Legal status: (208) 883-7030 Owner/operator telephone: Not reported Owner/operator country: MOSCOW, ID 83843 PO BOX 9203 Owner/operator address: CITY OF MOSCOW Owner/operator name: Owner/Operator Summary: hazardous waste the cleanup of a spill, into or on any land or water, of acutely any residue or contaminated soil, waste or other debris resulting from time: 1 kg or less of acutely hazardous waste; or 100 kg or less of hazardous waste during any calendar month, and accumulates at any from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting land or water, of acutely hazardous waste; or generates 100 kg or less other debris resulting from the cleanup of a spill, into or on any waste; or 100 kg or less of any residue or contaminated soil, waste or month, and accumulates at any time: 1 kg or less of acutely hazardous or generates 1 kg or less of acutely hazardous waste per calendar month, and accumulates 1000 kg or less of hazardous waste at any time; Handler: generates 100 kg or less of hazardous waste per calendar Description: Conditionally Exempt Small Quantity Generator Classification: Municipal Land type: 10 EPA Region: Not reported Contact email: (208) 883-7096 Contact telephone: US Contact country: MOSCOW, ID 83843 PO BOX 9203 Contact address: MICHAEL MCGAHAN Contact: MOSCOW, ID 83843 PO BOX 9203 Mailing address: IDR000002493 EPA ID: MOSCOW, ID 83843 206 E 3RD ST Facility address: MOSCOW CITY Facility name: 06/30/2005 Date form received by agency: RCRA-CESQG: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, MOSCOW CITY (Continued) [PHONE REDACTED] TC2226351.2s Page 18 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation State Evaluation lead agency: Not reported Date achieved compliance: Not reported Area of violation: COMPLIANCE ASSISTANCE VISIT Evaluation: 06/09/2005 Evaluation date: Evaluation Action Summary: No violations found Violation Status: LEAD Waste name: D008 Waste code: Hazardous Waste Summary: Conditionally Exempt Small Quantity Generator Classification: MOSCOW CITY Facility name: 06/24/1997 Date form received by agency: Historical Generators: Commercial status unknown Off-site waste receiver: No Used oil transporter: No Used oil transfer facility: No Used oil Specification marketer: No Used oil fuel marketer to burner: No User oil refiner: No Used oil processor: No Used oil fuel burner: No Furnace exemption: No On-site burner exemption: MOSCOW CITY (Continued) [PHONE REDACTED] Not reported Program/Incident: 06/30/1992 Close Date: 06/30/1992 Open Date: Not reported Deed Rest: Not reported Lat/Long: Not reported Tax Parcel ID: Not reported Owner Name: Not reported Alias: Not reported EDR Site ID: Not reported Facility ID: Petroleum Contaminant: Not reported Program: ID SPILL: Closed Status: 680 Event ID: 06/30/1992 Cleanup Date: 06/30/1992 Release Date: 2-290064 Event ID: LUST: 1403 ft. 0.266 mi. ALLSITES Relative: Lower Actual: 2555 ft. 1/4-1/2 UST MOSCOW, ID 83843 NW SPILLS 525 W 3RD ST N/A 20 LUST ZIMMER MOTOR CO INC U003724381 TC2226351.2s Page 19 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation UST AMENDED PER EPAUST 2-4-98 LUST NOT LISTED RELEASEPRIORITY 00 Program/Incident: No attached deeds. Deed Rest: Not reported Latitude/Longitude: Not reported Tax Parcel Id: ZIMMER MOTOR CO INC Owner Name: Not reported Alias: 676 Site Id: 676 Facility Id: ALLSITES: 2 Total Tanks: Closed Status: 2-290064 Facility ID: UST: ZIMMER MOTOR CO INC (Continued) U003724381 UST THIS SITE WAS VISITED BY JR 1-03SITE VISIT GW 6/8/05 Program/Incident: No attached deeds. Deed Rest: 46.72625000 / -116.99893000 Latitude/Longitude: Not reported Tax Parcel Id: MONTE MARTSON Owner Name: Not reported Alias: 835 Site Id: 835 Facility Id: ALLSITES: 1641 ft. 0.311 mi. Relative: Higher Actual: 2564 ft. 1/4-1/2 MOSCOW, ID 83843 SSE 202 SPOTSWOOD N/A 21 ALLSITES SOUTHSIDE MINI MART S107981653 Not reported Alias: 5284 Site Id: 5284 Facility Id: ALLSITES: Not reported Program/Incident: / / Close Date: / / Open Date: Not reported Deed Rest: Not reported Lat/Long: Not reported Tax Parcel ID: Not reported Owner Name: Not reported Alias: Not reported EDR Site ID: Not reported Facility ID: Pesticides Contaminant: Not reported Program: ID SPILL: 1667 ft. 0.316 mi. Relative: Higher Actual: 2563 ft. 1/4-1/2 MOSCOW, ID 83843 South ALLSITES 320 SWEET AVE N/A 22 SPILLS PUREGRO S106528269 TC2226351.2s Page 20 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation General Re GR #1 Program/Incident: No attached deeds. Deed Rest: 46.72632000 / -117.00372000 Latitude/Longitude: Not reported Tax Parcel Id: Not reported Owner Name: PUREGRO (Continued) S106528269 UST No Description Program/Incident: No attached deeds. Deed Rest: 46.73440000 / -117.00404000 Latitude/Longitude: Not reported Tax Parcel Id: DUMAS CORP Owner Name: Not reported Alias: 641 Site Id: 641 Facility Id: ALLSITES: 1702 ft. 0.322 mi. Relative: Higher Actual: 2561 ft. 1/4-1/2 MOSCOW, ID 83843 North 225 W A ST N/A 23 ALLSITES DUMAS CORPORATION S108274282 UST EPAUST Program/Incident: No attached deeds. Deed Rest: 46.73464000 / -117.00307000 Latitude/Longitude: Not reported Tax Parcel Id: HELBLING BROS INC Owner Name: Not reported Alias: 649 Site Id: 649 Facility Id: ALLSITES: 1705 ft. 0.323 mi. Relative: Higher Actual: 2563 ft. 1/4-1/2 MOSCOW, ID 83843 North 202 W A ST N/A 24 ALLSITES HELBLING BROS INC S108274632 3-18-03SITE VISIT GW 6/9/05 UST AMENDED PER EPAUST 2-4-98A & JACKSON STTHIS SITE WAS VISITED BY JR Program/Incident: No attached deeds. Deed Rest: 46.73454000 / -117.00230000 Latitude/Longitude: Not reported Tax Parcel Id: CITY OF MOSCOW Owner Name: Not reported Alias: 660 Site Id: 660 Facility Id: ALLSITES: 1745 ft. Site 1 of 2 in cluster E 0.331 mi. Relative: Higher Actual: 2569 ft. 1/4-1/2 MOSCOW, ID 83843 NNE 120 W A N/A E25 ALLSITES WATER TREATMENT PLANT S107981814 TC2226351.2s Page 21 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation UST No Description Program/Incident: No attached deeds. Deed Rest: 46.73502000 / -117.00154000 Latitude/Longitude: Not reported Tax Parcel Id: WHITLEY DIST INC Owner Name: Not reported Alias: 674 Site Id: 674 Facility Id: ALLSITES: 1784 ft. Site 2 of 2 in cluster E 0.338 mi. Relative: Higher Actual: 2572 ft. 1/4-1/2 MOSCOW, ID 83843 NNE 205 N MAIN ST N/A E26 ALLSITES B & W SHELL S108273587 UST EPAUST Program/Incident: No attached deeds. Deed Rest: 46.72480000 / -117.00113000 Latitude/Longitude: Not reported Tax Parcel Id: SHARPE OIL CORP Owner Name: Not reported Alias: 667 Site Id: 667 Facility Id: ALLSITES: 1915 ft. 0.363 mi. Relative: Lower Actual: 2556 ft. 1/4-1/2 MOSCOW, ID 83843 SSE 1102 S MAIN N/A 27 ALLSITES SHARPE OIL CORP S108275880 UST No Description Program/Incident: No attached deeds. Deed Rest: 46.73371000 / -117.01099000 Latitude/Longitude: Not reported Tax Parcel Id: UNION PACIFIC RAILROAD Owner Name: Not reported Alias: 670 Site Id: 670 Facility Id: ALLSITES: 1997 ft. 0.378 mi. Relative: Lower Actual: 2556 ft. 1/4-1/2 MOSCOW, ID 83843 NW 730 PULLMAN RD N/A 28 ALLSITES MOSCOW SECTION TOOL HOUSE S108275338 TC2226351.2s Page 22 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation UST No Description Program/Incident: No attached deeds. Deed Rest: 46.72512000 / -116.99686000 Latitude/Longitude: Not reported Tax Parcel Id: MOSCOW SCHOOL DIST #281 Owner Name: Not reported Alias: 661 Site Id: 661 Facility Id: ALLSITES: 2339 ft. 0.443 mi. Relative: Higher Actual: 2573 ft. 1/4-1/2 MOSCOW, ID 83843 SE ADAMS / VEATCH ST N/A 29 ALLSITES MOSCOW SCHOOL DIST #281 S108275337 [PHONE REDACTED] C Phone: Manager Contact Title: Andy Boyd Contact Name: Recycling Survey Type: Not reported Public/Private: 1,347 Facility ID: Not reported Contact EMail: 83843 Contact Postal: ID Contact State: Moscow Contact City: Not reported Contact Address2: PO Box 9385 Contact Address1: Active Status: True Primary Contact: Not reported Region: STATE Region: SWF/LF: 2413 ft. 0.457 mi. Relative: Higher Actual: 2563 ft. 1/4-1/2 MOSCOW, ID 83843 North 401 N JACKSON N/A 30 SWF/LF MOSCOW RECYCLING S108701921 9 Total Tanks: Open Status: 2-290038 Facility ID: UST: Open Status: 113 Event ID: Not reported Cleanup Date: 10/26/1992 Release Date: 2-290038 Event ID: LUST: 2533 ft. Site 1 of 2 in cluster F 0.480 mi. Relative: Higher Actual: 2569 ft. 1/4-1/2 MOSCOW, ID 83843 North UST 340 N MAIN ST N/A F31 LUST ZIP TRIP #16 (AKA CONOCO 16) U003724359 TC2226351.2s Page 23 ---PAGE BREAK--- MAP FINDINGS Map ID Direction EDR ID Number Distance EPA ID Number Database(s) Site Elevation RELEASEPRIORITY 00 PREVIOUSLY ABANDONED IN PLACE. 11/29/94EPA VISIT 5/16/05 LUST GASOLINE UST 30 DAY NOTICE LISTS 7 TANKS AS PROJECTED FOR CLOSURE. FOUR OF WHICH WERE Program/Incident: No attached deeds. Deed Rest: 46.73734000 / -117.00127000 Latitude/Longitude: Not reported Tax Parcel Id: JOPO INC Owner Name: Not reported Alias: 654 Site Id: 654 Facility Id: ALLSITES: 2533 ft. Site 2 of 2 in cluster F 0.480 mi. Relative: Higher Actual: 2569 ft. 1/4-1/2 MOSCOW, ID 83843 North 340 N MAIN ST N/A F32 ALLSITES ZIP TRIP #16 (AKA CONOCO 16) S107981846 TC2226351.2s Page 24 ---PAGE BREAK--- TC2226351.2s Page 25 MOSCOW [PHONE REDACTED] LATAH CO SAN LDFL TROY HWY 83843 CERC-NFRAP MOSCOW S108275062 LATAH HEAVY HAULING 3280 STATE HWY 8 E 83843 ALLSITES MOSCOW [PHONE REDACTED] PULLMAN MOSCOW BULK PLANT PULLMAN-MOSCOW HWY 83843 FINDS, RCRA-NonGen MOSCOW U001207470 MOSCOW MILEPOST 85.8 L.S. PRINT 3423 7TH SUB 83843 UST MOSCOW S108275334 MOSCOW MILEPOST 85.8 L.S. PRINT 3423 7TH SUB 83843 ALLSITES MOSCOW [PHONE REDACTED] LONE JACK DUMP NELSON RD 5 MI W OF HWY 95 83843 CERC-NFRAP MOSCOW S108168468 LATAH SANITATION, INC. NON-MUNICIPA 5 MILES EAST OF MOSCOW ON TROY HIGH SWF/LF MOSCOW S108168460 LATAH SANITATION, INC. 5 MILES EAST OF MOSCOW ON TROY HIGH SWF/LF MOSCOW S106528548 GRITMAN EXPANSION MAIN ST 83843 SPILLS, ALLSITES MOSCOW S107980823 CHEVRON USA 90660 433 MAIN ST 83843 ALLSITES MOSCOW S108275007 KNOKE CONSTRUCTION CO 301 COLLEGE AVE 83843 ALLSITES MOSCOW S108275552 PHILLIPS 66 CO 1 3RD / ASBRY ST 83843 ALLSITES MOSCOW S107981315 LATAH COUNTY GRAIN GROWER 4169 HWY 95 S 83843 ALLSITES MOSCOW S106528268 PRAIRIE LAND AND TIMBER US 95 N 83843 SPILLS, ALLSITES MOSCOW [PHONE REDACTED] HARMON INDUSTRIES 3347 HWY 8 EAST NO 7 83843 FINDS, RCRA-NonGen MOSCOW U003724354 GOODMAN OIL RT 1 BOX 108 83843 UST MOSCOW S107981056 GOODMAN OIL RT 1 BOX 108 83843 ALLSITES LATAH COUNTY S102688246 LATAH COUNTY LANDFILL 6 MILES E. OF MOSCOW 83843 SWF/LF, HIST LF ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) ---PAGE BREAK--- To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a or quarterly basis, as required. Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. FEDERAL RECORDS NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 01/31/2008 Date Data Arrived at EDR: 02/08/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 38 Source: EPA Telephone: N/A Last EDR Contact: 04/28/2008 Next Scheduled EDR Contact: 07/28/2008 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: [PHONE REDACTED] EPA Region 1 EPA Region 6 Telephone [PHONE REDACTED] Telephone: [PHONE REDACTED] EPA Region 3 EPA Region 7 Telephone [PHONE REDACTED] Telephone: [PHONE REDACTED] EPA Region 4 EPA Region 8 Telephone [PHONE REDACTED] Telephone: [PHONE REDACTED] EPA Region 5 EPA Region 9 Telephone [PHONE REDACTED] Telephone: [PHONE REDACTED] EPA Region 10 Telephone [PHONE REDACTED] Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 01/31/2008 Date Data Arrived at EDR: 02/04/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 42 Source: EPA Telephone: N/A Last EDR Contact: 04/28/2008 Next Scheduled EDR Contact: 07/28/2008 Data Release Frequency: Quarterly DELISTED NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 01/31/2008 Date Data Arrived at EDR: 02/08/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 38 Source: EPA Telephone: N/A Last EDR Contact: 04/28/2008 Next Scheduled EDR Contact: 07/28/2008 Data Release Frequency: Quarterly TC2226351.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: No Update Planned CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 04/08/2008 Date Data Arrived at EDR: 04/25/2008 Date Made Active in Reports: 05/21/2008 Number of Days to Update: 26 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 04/25/2008 Next Scheduled EDR Contact: 06/16/2008 Data Release Frequency: Quarterly CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. Date of Government Version: 12/03/2007 Date Data Arrived at EDR: 12/06/2007 Date Made Active in Reports: 02/20/2008 Number of Days to Update: 76 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 05/20/2008 Next Scheduled EDR Contact: 06/16/2008 Data Release Frequency: Quarterly LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 02/08/2008 Date Data Arrived at EDR: 03/07/2008 Date Made Active in Reports: 03/20/2008 Number of Days to Update: 13 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 03/26/2008 Date Data Arrived at EDR: 04/02/2008 Date Made Active in Reports: 05/06/2008 Number of Days to Update: 34 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 03/03/2008 Next Scheduled EDR Contact: 06/02/2008 Data Release Frequency: Quarterly RCRA-TSDF: RCRA - Transporters, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. treat, store, or dispose of the waste. TC2226351.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- Date of Government Version: 03/06/2008 Date Data Arrived at EDR: 03/06/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 43 Source: Environmental Protection Agency Telephone: (206) 553-1200 Last EDR Contact: 05/21/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 03/06/2008 Date Data Arrived at EDR: 03/06/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 43 Source: Environmental Protection Agency Telephone: (206) 553-1200 Last EDR Contact: 05/21/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 03/06/2008 Date Data Arrived at EDR: 03/06/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 43 Source: Environmental Protection Agency Telephone: (206) 553-1200 Last EDR Contact: 05/21/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 03/06/2008 Date Data Arrived at EDR: 03/06/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 43 Source: Environmental Protection Agency Telephone: (206) 553-1200 Last EDR Contact: 05/21/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies RCRA-NonGen: RCRA - Non Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 03/06/2008 Date Data Arrived at EDR: 03/06/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 43 Source: Environmental Protection Agency Telephone: (206) 553-1200 Last EDR Contact: 05/21/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies TC2226351.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 04/04/2008 Date Data Arrived at EDR: 04/17/2008 Date Made Active in Reports: 05/15/2008 Number of Days to Update: 28 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 03/31/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 04/04/2008 Date Data Arrived at EDR: 04/17/2008 Date Made Active in Reports: 05/15/2008 Number of Days to Update: 28 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 03/31/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Varies ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12/31/2007 Date Data Arrived at EDR: 01/23/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 54 Source: National Response Center, United States Coast Guard Telephone: [PHONE REDACTED] Last EDR Contact: 04/22/2008 Next Scheduled EDR Contact: 07/21/2008 Data Release Frequency: Annually HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 12/31/2007 Date Data Arrived at EDR: 04/16/2008 Date Made Active in Reports: 05/15/2008 Number of Days to Update: 29 Source: U.S. Department of Transportation Telephone: [PHONE REDACTED] Last EDR Contact: 04/16/2008 Next Scheduled EDR Contact: 07/14/2008 Data Release Frequency: Annually DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 02/14/2008 Date Data Arrived at EDR: 02/27/2008 Date Made Active in Reports: 03/20/2008 Number of Days to Update: 22 Source: Department of Transporation, Office of Pipeline Safety Telephone: [PHONE REDACTED] Last EDR Contact: 02/27/2008 Next Scheduled EDR Contact: 05/26/2008 Data Release Frequency: Varies CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. TC2226351.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- Date of Government Version: 09/01/2007 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 12/28/2007 Number of Days to Update: 25 Source: Drug Enforcement Administration Telephone: [PHONE REDACTED] Last EDR Contact: 03/28/2008 Next Scheduled EDR Contact: 06/23/2008 Data Release Frequency: Quarterly US BROWNFIELDS: A Listing of Brownfields Sites Included in the listing are brownfields properties addresses by Cooperative Agreement Recipients and brownfields properties addressed by Targeted Brownfields Assessments. Targeted Brownfields Assessments-EPA’s Targeted Brownfields Assessments (TBA) program is designed to help states, tribes, and municipalities--especially those without EPA Brownfields Assessment Demonstration Pilots--minimize the uncertainties of contamination often associated with brownfields. Under the TBA program, EPA provides funding and/or technical assistance for environmental assessments at brownfields sites throughout the country. Targeted Brownfields Assessments supplement and work with other efforts under EPA’s Brownfields Initiative to promote cleanup and redevelopment of brownfields. Cooperative Agreement Recipients-States, political subdivisions, territories, and Indian tribes become Brownfields Cleanup Revolving Loan Fund cooperative agreement recipients when they enter into cooperative agreements with the U.S. EPA. EPA selects cooperative agreement recipients based on a proposal and application process. cooperative agreement recipients must use EPA funds provided through cooperative agreement for specified brownfields-related cleanup activities. Date of Government Version: 01/03/2008 Date Data Arrived at EDR: 01/17/2008 Date Made Active in Reports: 02/20/2008 Number of Days to Update: 34 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 04/30/2008 Next Scheduled EDR Contact: 07/14/2008 Data Release Frequency: Semi-Annually DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: [PHONE REDACTED] Last EDR Contact: 05/09/2008 Next Scheduled EDR Contact: 08/04/2008 Data Release Frequency: Semi-Annually FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 12/31/2006 Date Data Arrived at EDR: 08/31/2007 Date Made Active in Reports: 10/11/2007 Number of Days to Update: 41 Source: U.S. Army Corps of Engineers Telephone: [PHONE REDACTED] Last EDR Contact: 04/03/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Varies LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 12/09/2005 Date Data Arrived at EDR: 12/11/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 31 Source: Department of the Navy Telephone: [PHONE REDACTED] Last EDR Contact: 03/10/2008 Next Scheduled EDR Contact: 06/09/2008 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. TC2226351.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- Date of Government Version: 09/01/2007 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 12/28/2007 Number of Days to Update: 25 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 04/22/2008 Next Scheduled EDR Contact: 07/21/2008 Data Release Frequency: Varies ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 01/14/2008 Date Data Arrived at EDR: 01/22/2008 Date Made Active in Reports: 01/30/2008 Number of Days to Update: 8 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 03/31/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Annually UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 07/13/2007 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Department of Energy Telephone: [PHONE REDACTED] Last EDR Contact: 03/17/2008 Next Scheduled EDR Contact: 06/16/2008 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 03/25/2008 Date Data Arrived at EDR: 04/17/2008 Date Made Active in Reports: 05/15/2008 Number of Days to Update: 28 Source: EPA, Region 9 Telephone: [PHONE REDACTED] Last EDR Contact: 03/24/2008 Next Scheduled EDR Contact: 06/23/2008 Data Release Frequency: Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 02/07/2008 Date Data Arrived at EDR: 03/26/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 23 Source: Department of Labor, Mine Safety and Health Administration Telephone: [PHONE REDACTED] Last EDR Contact: 03/26/2008 Next Scheduled EDR Contact: 06/23/2008 Data Release Frequency: Semi-Annually TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. TC2226351.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- Date of Government Version: 12/31/2006 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 02/29/2008 Next Scheduled EDR Contact: 06/16/2008 Data Release Frequency: Annually TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2002 Date Data Arrived at EDR: 04/14/2006 Date Made Active in Reports: 05/30/2006 Number of Days to Update: 46 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 04/28/2008 Next Scheduled EDR Contact: 07/14/2008 Data Release Frequency: Every 4 Years FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/11/2008 Date Data Arrived at EDR: 04/24/2008 Date Made Active in Reports: 05/21/2008 Number of Days to Update: 27 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: [PHONE REDACTED] Last EDR Contact: 03/17/2008 Next Scheduled EDR Contact: 06/16/2008 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/11/2008 Date Data Arrived at EDR: 04/24/2008 Date Made Active in Reports: 05/21/2008 Number of Days to Update: 27 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 03/17/2008 Next Scheduled EDR Contact: 06/16/2008 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. TC2226351.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2006 Date Data Arrived at EDR: 03/14/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 35 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 04/14/2008 Next Scheduled EDR Contact: 07/14/2008 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 02/28/2008 Date Data Arrived at EDR: 03/18/2008 Date Made Active in Reports: 05/06/2008 Number of Days to Update: 49 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 04/14/2008 Next Scheduled EDR Contact: 07/14/2008 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 12/04/2007 Date Data Arrived at EDR: 02/07/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 39 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 05/09/2008 Next Scheduled EDR Contact: 08/04/2008 Data Release Frequency: Annually MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 01/15/2008 Date Data Arrived at EDR: 02/07/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 39 Source: Nuclear Regulatory Commission Telephone: [PHONE REDACTED] Last EDR Contact: 03/31/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Quarterly RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 04/29/2008 Date Data Arrived at EDR: 05/01/2008 Date Made Active in Reports: 05/21/2008 Number of Days to Update: 20 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 05/01/2008 Next Scheduled EDR Contact: 07/28/2008 Data Release Frequency: Quarterly TC2226351.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 04/03/2008 Date Data Arrived at EDR: 04/08/2008 Date Made Active in Reports: 05/06/2008 Number of Days to Update: 28 Source: EPA Telephone: (206) 553-1200 Last EDR Contact: 03/31/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Quarterly RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: [PHONE REDACTED] Last EDR Contact: 03/03/2008 Next Scheduled EDR Contact: 06/02/2008 Data Release Frequency: No Update Planned BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 03/06/2007 Date Made Active in Reports: 04/13/2007 Number of Days to Update: 38 Source: EPA/NTIS Telephone: [PHONE REDACTED] Last EDR Contact: 03/13/2008 Next Scheduled EDR Contact: 06/09/2008 Data Release Frequency: Biennially STATE AND LOCAL RECORDS SHWS: This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. State Hazardous Waste Sites. State hazardous waste site records are the states’ equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 03/31/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: N/A ALLSITES: Remediation Database Idaho’s remediation database is a compilation of data on all the state and delegated federal remediation programs operated by the DEQ. Programs included are AST, Brownfield, ER, General Remediation, LUST, Mining, Miscellaneous, RCRA, Solid Waste, UST and VCP. Date of Government Version: 01/22/2008 Date Data Arrived at EDR: 01/24/2008 Date Made Active in Reports: 01/29/2008 Number of Days to Update: 5 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/05/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Quarterly TC2226351.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- SWF/LF: Solid Waste Landfills Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 02/27/2007 Date Data Arrived at EDR: 03/08/2007 Date Made Active in Reports: 04/26/2007 Number of Days to Update: 49 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/05/2008 Next Scheduled EDR Contact: 08/04/2008 Data Release Frequency: Annually SWTIRE: Waste Tire Collection Sites A listing of registered waste tire collection sites. Date of Government Version: 03/15/2002 Date Data Arrived at EDR: 09/16/2004 Date Made Active in Reports: 11/02/2004 Number of Days to Update: 47 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 03/10/2008 Next Scheduled EDR Contact: 06/09/2008 Data Release Frequency: No Update Planned HISTORICAL LANDFILL: Idaho Historical Landfills A listing of older landfills. The listing has not been updated since July 1997. Date of Government Version: 07/10/1997 Date Data Arrived at EDR: 02/21/2002 Date Made Active in Reports: 03/27/2002 Number of Days to Update: 34 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/05/2008 Next Scheduled EDR Contact: 08/04/2008 Data Release Frequency: No Update Planned LUST: Leaking Underground Storage Tank Sites Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 01/29/2008 Date Data Arrived at EDR: 01/31/2008 Date Made Active in Reports: 02/28/2008 Number of Days to Update: 28 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/01/2008 Next Scheduled EDR Contact: 07/28/2008 Data Release Frequency: Quarterly UST: Registered Underground Storage Tanks in Idaho Registered Underground Storage Tanks. UST’s are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 01/29/2008 Date Data Arrived at EDR: 01/31/2008 Date Made Active in Reports: 02/20/2008 Number of Days to Update: 20 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/01/2008 Next Scheduled EDR Contact: 07/28/2008 Data Release Frequency: Quarterly LAST: Leaking Aboveground Storage Tanks A listing of leaking aboveground storage tank locations. Date of Government Version: 01/22/2008 Date Data Arrived at EDR: 01/24/2008 Date Made Active in Reports: 01/29/2008 Number of Days to Update: 5 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/05/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Quarterly TC2226351.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- SPILLS: Spills Data A listing of hazardous materials spills, releases or accidents as reported to the State of Idaho’s central Communications Center. Date of Government Version: 01/22/2008 Date Data Arrived at EDR: 01/24/2008 Date Made Active in Reports: 01/29/2008 Number of Days to Update: 5 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/05/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Varies INST CONTROL: Sites with Institutional Controls Restricting Use Sites included in the Remediation Sites database that have institutional controls stricting use. Date of Government Version: 04/01/2008 Date Data Arrived at EDR: 04/02/2008 Date Made Active in Reports: 04/22/2008 Number of Days to Update: 20 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 04/02/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Quarterly VCP: Voluntary Cleanup Program Sites The Idaho Legislature created the Idaho land Remediation Act, DEQ’s Voluntary Cleanup Program, to encourage innovation and cooperation between the state, local communities and private parties working to revitalize properties with hazardous substance or petroleum contamination. Date of Government Version: 01/22/2008 Date Data Arrived at EDR: 01/24/2008 Date Made Active in Reports: 01/29/2008 Number of Days to Update: 5 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/05/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Varies Listing A listing of locations. Date of Government Version: 01/13/2006 Date Data Arrived at EDR: 01/17/2006 Date Made Active in Reports: 01/30/2006 Number of Days to Update: 13 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 04/07/2008 Next Scheduled EDR Contact: 07/07/2008 Data Release Frequency: Varies BROWNFIELDS: Brownfields Inventory Brownfields are abandoned or underutilized properties where the reuse is complicated by actual or perceived environmental contamination. With the help of Idaho Counties, Cities, Economic Development Districts, Urban Renewal Entities, developers and brokers, DEQ is developing a comprehensive, statewide inventory of Brownfields. Date of Government Version: 01/22/2008 Date Data Arrived at EDR: 01/24/2008 Date Made Active in Reports: 01/29/2008 Number of Days to Update: 5 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 05/05/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Quarterly CDL: Clandestine Drug Labs These are labs in which the Idaho State Police have investigated. Date of Government Version: 04/09/2007 Date Data Arrived at EDR: 07/05/2007 Date Made Active in Reports: 08/08/2007 Number of Days to Update: 34 Source: Idaho State Police Telephone: [PHONE REDACTED] Last EDR Contact: 04/02/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Varies TC2226351.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- CDL 2: Clandestine Drug (Meth) Laboratory Site Property List A listing of clandestine drug lab site locations. Date of Government Version: 02/01/2008 Date Data Arrived at EDR: 04/02/2008 Date Made Active in Reports: 04/22/2008 Number of Days to Update: 20 Source: Dept of Health & Welfare Telephone: [PHONE REDACTED] Last EDR Contact: 04/02/2008 Next Scheduled EDR Contact: 06/30/2008 Data Release Frequency: Varies AIRS: Permitted Sources & Emissions Listing Permit and emissions inventory data. Date of Government Version: 08/21/2007 Date Data Arrived at EDR: 08/22/2007 Date Made Active in Reports: 10/03/2007 Number of Days to Update: 42 Source: Department of Environmental Quality Telephone: [PHONE REDACTED] Last EDR Contact: 04/21/2008 Next Scheduled EDR Contact: 07/21/2008 Data Release Frequency: Varies TIER 2: Tier 2 Data Listing A listing of facilities which store or manufacture hazardous materials and submit a chemical inventory report. Date of Government Version: 12/31/2006 Date Data Arrived at EDR: 08/13/2007 Date Made Active in Reports: 10/03/2007 Number of Days to Update: 51 Source: Bureau of Homeland Security Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies TRIBAL RECORDS INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 12/08/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 34 Source: USGS Telephone: [PHONE REDACTED] Last EDR Contact: 05/09/2008 Next Scheduled EDR Contact: 08/04/2008 Data Release Frequency: Semi-Annually INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 02/25/2008 Next Scheduled EDR Contact: 05/26/2008 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 02/25/2008 Date Data Arrived at EDR: 02/26/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 20 Source: Environmental Protection Agency Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 02/21/2008 Date Data Arrived at EDR: 02/26/2008 Date Made Active in Reports: 03/20/2008 Number of Days to Update: 23 Source: EPA Region 10 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly TC2226351.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 02/20/2008 Date Data Arrived at EDR: 03/04/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 13 Source: EPA Region 8 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 03/17/2008 Date Data Arrived at EDR: 03/27/2008 Date Made Active in Reports: 05/06/2008 Number of Days to Update: 40 Source: EPA Region 7 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 02/28/2008 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 17 Source: EPA Region 6 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 03/17/2008 Date Data Arrived at EDR: 03/27/2008 Date Made Active in Reports: 05/06/2008 Number of Days to Update: 40 Source: EPA Region 4 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Semi-Annually INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 03/12/2008 Date Data Arrived at EDR: 03/14/2008 Date Made Active in Reports: 03/20/2008 Number of Days to Update: 6 Source: EPA Region 1 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 06/01/2007 Date Data Arrived at EDR: 06/14/2007 Date Made Active in Reports: 07/05/2007 Number of Days to Update: 21 Source: EPA Region 7 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 02/28/2008 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 17 Source: EPA Region 6 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Semi-Annually TC2226351.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- INDIAN UST R1: Underground Storage Tanks on Indian Land A listing of underground storage tank locations on Indian Land. Date of Government Version: 03/12/2008 Date Data Arrived at EDR: 03/14/2008 Date Made Active in Reports: 03/20/2008 Number of Days to Update: 6 Source: EPA, Region 1 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies INDIAN UST R10: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 02/21/2008 Date Data Arrived at EDR: 02/26/2008 Date Made Active in Reports: 03/20/2008 Number of Days to Update: 23 Source: EPA Region 10 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 02/25/2008 Date Data Arrived at EDR: 02/26/2008 Date Made Active in Reports: 03/20/2008 Number of Days to Update: 23 Source: EPA Region 9 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly INDIAN UST R5: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 12/21/2007 Date Data Arrived at EDR: 12/21/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 34 Source: EPA Region 5 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 02/20/2008 Date Data Arrived at EDR: 03/04/2008 Date Made Active in Reports: 03/17/2008 Number of Days to Update: 13 Source: EPA Region 8 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Quarterly INDIAN UST R4: Underground Storage Tanks on Indian Land No description is available for this data Date of Government Version: 03/17/2008 Date Data Arrived at EDR: 03/27/2008 Date Made Active in Reports: 05/06/2008 Number of Days to Update: 40 Source: EPA Region 4 Telephone: [PHONE REDACTED] Last EDR Contact: 05/19/2008 Next Scheduled EDR Contact: 08/18/2008 Data Release Frequency: Semi-Annually EDR PROPRIETARY RECORDS Manufactured Gas Plants: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. TC2226351.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned OTHER DATABASE(S) 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. NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 02/15/2008 Date Data Arrived at EDR: 02/28/2008 Date Made Active in Reports: 04/09/2008 Number of Days to Update: 41 Source: Department of Environmental Conservation Telephone: [PHONE REDACTED] Last EDR Contact: 02/28/2008 Next Scheduled EDR Contact: 05/26/2008 Data Release Frequency: Annually Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarily gas pipelines. Electric Power Transmission Line Data Source: PennWell Corporation Telephone: (800) 823-6277 This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Sensitive 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 located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: [PHONE REDACTED] The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: [PHONE REDACTED] A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: [PHONE REDACTED] Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: [PHONE REDACTED] The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. TC2226351.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- Private Schools Source: National Center for Education Statistics Telephone: [PHONE REDACTED] The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Day Care List Source: Department of Health and Welfare Telephone: [PHONE REDACTED] 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 2002 and 2005 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Water Resources Telephone: [PHONE REDACTED] Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. STREET AND ADDRESS INFORMATION © 2008 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC2226351.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ---PAGE BREAK--- TC2226351.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principle investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 1975 Most Recent Revision: 46116-F8 MOSCOW EAST, ID East Map: 1975 Most Recent Revision: 46117-F1 MOSCOW WEST, WA Target Property Map: USGS TOPOGRAPHIC MAP 2559 ft. above sea level Elevation: 5174934.5 UTM Y (Meters): 499756.2 UTM X (Meters): Zone 11 Universal Tranverse Mercator: 117.00319 - 117˚ 0’ 11.5’’ Longitude (West): 46.72993 - 46˚ 43’ 47.8’’ Latitude (North): TARGET PROPERTY COORDINATES MOSCOW, ID 83843 217 WEST SIXTH STREET 217 WEST SIXTH STREET TARGET PROPERTY ADDRESS GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM ® ---PAGE BREAK--- TC2226351.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES Elevation (ft) Elevation (ft) TP TP 0 1/2 1 Miles ✩Target Property Elevation: 2559 ft. North South West East 2574 2626 2629 2622 2628 2591 2556 2555 2557 2559 2560 2563 2562 2561 2562 2575 2580 2602 2615 2551 2544 2553 2556 2559 2557 2555 2557 2558 2559 2557 2587 2649 2631 2618 2621 2625 2625 2601 General WSW General Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-3 Not Reported GENERAL DIRECTION LOCATION GROUNDWATER FLOW FROM TP MAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail Map MOSCOW WEST NATIONAL WETLAND INVENTORY NWI Electronic Data Coverage NWI Quad at Target Property Not Reported Additional Panels in search area: Not Reported Flood Plain Panel at Target Property: Not Available LATAH, ID FEMA FLOOD ZONE FEMA Flood Electronic Data Target Property County and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-4 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Plutonic and Intrusive Rocks Category: Mesozoic Era: Cretaceous System: Cretaceous granitic rocks Series: Kg Code: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. 3 1 4 2 5 1 6 0 1/16 1/8 1/4 Miles ---PAGE BREAK--- TC2226351.2s Page A-6 Min: 7.4 Max: 8.4 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silty clay loam 59 inches 27 inches 4 Min: 7.4 Max: 8.4 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 27 inches 20 inches 3 Min: 7.4 Max: 8.4 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 20 inches 14 inches 2 Min: 7.4 Max: 8.4 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 14 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 69 inches Depth to Watertable Min: > 0 inches Depth to Bedrock Min: High Corrosion Potential - Uncoated Steel: Hydric Status: Partially hydric Somewhat poorly drained Soil Drainage Class: movement of water, or soils with moderately fine or fine textures. Class C - Slow infiltration rates. Soils with layers impeding downward Hydrologic Group: silt loam Soil Surface Texture: Latahco Soil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-7 Well drained Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep, Hydrologic Group: silt loam Soil Surface Texture: Palouse Soil Component Name: Soil Map ID: 3 Min: 6.6 Max: 7.3 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 59 inches 33 inches 2 Min: 6.6 Max: 7.3 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 33 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 31 inches Depth to Watertable Min: > 0 inches Depth to Bedrock Min: High Corrosion Potential - Uncoated Steel: Hydric Status: Partially hydric Somewhat poorly drained Soil Drainage Class: water table, or are shallow to an impervious layer. Class D - Very slow infiltration rates. Soils are clayey, have a high Hydrologic Group: silt loam Soil Surface Texture: Westlake Soil Component Name: Soil Map ID: 2 GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-8 > 0 inches Depth to Watertable Min: > 0 inches Depth to Bedrock Min: Moderate Corrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drained Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep, Hydrologic Group: silt loam Soil Surface Texture: Naff Soil Component Name: Soil Map ID: 4 Min: 6.1 Max: 7.8 Min: 4 Max: 14.11 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 59 inches 14 inches 2 Min: 6.1 Max: 7.8 Min: 4 Max: 14.11 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 14 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 46 inches Depth to Watertable Min: > 0 inches Depth to Bedrock Min: Moderate Corrosion Potential - Uncoated Steel: Hydric Status: Partially hydric GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-9 Min: 6.1 Max: 7.8 Min: 4 Max: 14.11 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 14 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inches Depth to Watertable Min: > 0 inches Depth to Bedrock Min: Moderate Corrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drained Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep, Hydrologic Group: silt loam Soil Surface Texture: Palouse Soil Component Name: Soil Map ID: 5 Min: 6.6 Max: 7.8 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silty clay loam 59 inches 7 inches 2 Min: 6.6 Max: 7.8 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 7 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-10 Min: 6.6 Max: 7.8 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silty clay loam 59 inches 7 inches 2 Min: 6.6 Max: 7.8 Min: 1.41 Max: 4.23 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 7 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 92 inches Depth to Watertable Min: > 0 inches Depth to Bedrock Min: Moderate Corrosion Potential - Uncoated Steel: Hydric Status: Not hydric Well drained Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep, Hydrologic Group: silt loam Soil Surface Texture: Naff Soil Component Name: Soil Map ID: 6 Min: 6.1 Max: 7.8 Min: 4 Max: 14.11 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Clay silt loam 59 inches 14 inches 2 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-11 1/8 - 1/4 Mile NNW ID4000000133136 A8 1/8 - 1/4 Mile NNW ID4000000133143 A7 1/8 - 1/4 Mile NNW ID4000000133144 A6 1/8 - 1/4 Mile NNW ID4000000133145 A5 1/8 - 1/4 Mile NNW ID4000000133140 A4 1/8 - 1/4 Mile NNW ID4000000133141 A3 1/8 - 1/4 Mile NNW ID4000000133142 A2 STATE DATABASE WELL INFORMATION LOCATION FROM TP WELL ID MAP ID Note: PWS System location is not always the same as well location. 1/8 - 1/4 Mile NE ID2290036 B29 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TP WELL ID MAP ID 1/2 - 1 Mile SE USGS3122944 94 1/2 - 1 Mile NW USGS3140906 O90 1/2 - 1 Mile NNW USGS3140905 O89 1/2 - 1 Mile NNE USGS3140907 88 1/2 - 1 Mile WNW USGS3140882 79 1/2 - 1 Mile West USGS3140873 78 1/4 - 1/2 Mile WSW USGS3141013 45 1/4 - 1/2 Mile North USGS3140893 E39 1/4 - 1/2 Mile North USGS3140890 E38 1/4 - 1/2 Mile North USGS3140887 E37 1/4 - 1/2 Mile WNW USGS3140874 D35 1/4 - 1/2 Mile SSW USGS3141009 34 1/8 - 1/4 Mile NE USGS3140881 B28 0 - 1/8 Mile WNW USGS3140870 1 FEDERAL USGS WELL INFORMATION LOCATION FROM TP WELL ID MAP ID 1.000 State Database Nearest PWS within 1 mile Federal FRDS PWS 1.000 Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles) DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-12 1/2 - 1 Mile SW ID4000000132918 K68 1/2 - 1 Mile SW ID4000000132917 K67 1/2 - 1 Mile NNE ID4000000133262 J66 1/2 - 1 Mile NNE ID4000000133261 J65 1/2 - 1 Mile SW ID4000000132937 64 1/2 - 1 Mile SSE ID4000000132876 I63 1/2 - 1 Mile SSE ID4000000132875 I62 1/2 - 1 Mile SSE ID4000000132878 I61 1/2 - 1 Mile SSE ID4000000132877 I60 1/2 - 1 Mile SSE ID4000000132872 I59 1/2 - 1 Mile SSE ID4000000132871 I58 1/2 - 1 Mile SSE ID4000000132874 I57 1/2 - 1 Mile SSE ID4000000132873 I56 1/2 - 1 Mile NW ID4000000133220 H55 1/2 - 1 Mile NW ID4000000133221 H54 1/2 - 1 Mile NW ID4000000133219 H53 1/2 - 1 Mile NW ID4000000133217 H52 1/2 - 1 Mile NW ID4000000133218 H51 1/4 - 1/2 Mile SW ID4000000132976 G50 1/4 - 1/2 Mile SW ID4000000132977 G49 1/4 - 1/2 Mile SW ID4000000132975 G48 1/4 - 1/2 Mile SW ID4000000132973 G47 1/4 - 1/2 Mile SW ID4000000132974 G46 1/4 - 1/2 Mile South ID4000000132982 F44 1/4 - 1/2 Mile South ID4000000132983 F43 1/4 - 1/2 Mile South ID4000000132981 F42 1/4 - 1/2 Mile South ID4000000132979 F41 1/4 - 1/2 Mile South ID4000000132980 F40 1/4 - 1/2 Mile WNW ID4000000133131 D36 1/8 - 1/4 Mile ESE ID4000000133043 C33 1/8 - 1/4 Mile ESE ID4000000133044 C32 1/8 - 1/4 Mile ESE ID4000000133041 C31 1/8 - 1/4 Mile ESE ID4000000133042 C30 1/8 - 1/4 Mile NNW ID4000000133133 A27 1/8 - 1/4 Mile NNW ID4000000133150 A26 1/8 - 1/4 Mile NNW ID4000000133151 A25 1/8 - 1/4 Mile NNW ID4000000133152 A24 1/8 - 1/4 Mile NNW ID4000000133147 A23 1/8 - 1/4 Mile NNW ID4000000133148 A22 1/8 - 1/4 Mile NNW ID4000000133149 A21 1/8 - 1/4 Mile NNW ID4000000133156 A20 1/8 - 1/4 Mile NNW ID4000000133157 A19 1/8 - 1/4 Mile NNW ID4000000133158 A18 1/8 - 1/4 Mile NNW ID4000000133153 A17 1/8 - 1/4 Mile NNW ID4000000133154 A16 1/8 - 1/4 Mile NNW ID4000000133155 A15 1/8 - 1/4 Mile NNW ID4000000133146 A14 1/8 - 1/4 Mile NNW ID4000000133137 A13 1/8 - 1/4 Mile NNW ID4000000133138 A12 1/8 - 1/4 Mile NNW ID4000000133139 A11 1/8 - 1/4 Mile NNW ID4000000133134 A10 1/8 - 1/4 Mile NNW ID4000000133135 A9 STATE DATABASE WELL INFORMATION LOCATION FROM TP WELL ID MAP ID GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- TC2226351.2s Page A-13 1/2 - 1 Mile NW ID4000000133252 98 1/2 - 1 Mile NNE ID4000000133309 P97 1/2 - 1 Mile NNE ID4000000133308 P96 1/2 - 1 Mile NNE ID4000000133307 P95 1/2 - 1 Mile SSE ID4000000132791 93 1/2 - 1 Mile WSW ID4000000132961 92 1/2 - 1 Mile SSE ID4000000132801 91 1/2 - 1 Mile NW ID4000000133276 O87 1/2 - 1 Mile West ID4000000133127 86 1/2 - 1 Mile NE ID4000000133265 N85 1/2 - 1 Mile NE ID4000000133264 N84 1/2 - 1 Mile NE ID4000000133263 N83 1/2 - 1 Mile NE ID4000000133227 M82 1/2 - 1 Mile NE ID4000000133226 M81 1/2 - 1 Mile SE ID4000000132870 80 1/2 - 1 Mile SW ID4000000132968 L77 1/2 - 1 Mile SW ID4000000132967 L76 1/2 - 1 Mile SW ID4000000132970 L75 1/2 - 1 Mile SW ID4000000132969 L74 1/2 - 1 Mile SW ID4000000132964 L73 1/2 - 1 Mile SW ID4000000132963 L72 1/2 - 1 Mile SW ID4000000132966 L71 1/2 - 1 Mile SW ID4000000132965 L70 1/2 - 1 Mile SW ID4000000132919 K69 STATE DATABASE WELL INFORMATION LOCATION FROM TP WELL ID MAP ID GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ® ---PAGE BREAK--- EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. EDR Inc. 2 60 2680 2 680 2 6 27 20 2 6 40 2 6 2 2680 2 6 80 2720 2 6 00 2 680 26 80 2680 2 6 80 2680 2 6 80 2 680 27 20 2 7 20 2640 27 20 2 6 80 26 80 2 680 2 680 2 640 2 6 40 6 40 2 6 40 2 6 40 2 640 2 680 2 640 26 40 2640 2 6 40 26 40 2 600 2 6 00 2 600 2 6 00 2 600 2 600 26 00 25 60 2 5 60 2560 2 560 2560 2720 2 7 20 2720 27 20 2 7 20 2 7 20 2 560 2560 2 5 60 2 6 00 26 00 2 600 26 00 2 6 80 2680 26 80 2 680 2 6 80 2680 26 80 26 80 2 6 40 2640 26 40 2 6 40 2 640 2 6 40 2 6 40 2 640 2 6 00 2600 26 00 2 600 2560 2 560 2 5 60 2 5 60 2 5 60 2 6 00 2 6 80 2680 2640 2 6 80 2 6 80 2 6 80 2680 2 640 2640 2 680 2 680 2 6 40 2640 26 40 2 6 40 26 40 26 40 2 6 40 2 6 4 26 8 2 5 60 26 80 2 6 80 2 6 00 26 00 2 6 00 2 6 00 2 60 0 2 600 2 600 26 00 2 600 26 80 2 6 80 2 6 40 2 640 2 640 2 560 2 5 60 2600 26 00 0 0 2 640 2 640 2 26 40 2640 ID ---PAGE BREAK--- TC2226351.2s Page A-14 1986-06-04 48.05 1986-06-04 48.05 1986-07-15 48.00 1986-07-15 48.00 1986-08-14 49.08 1986-08-14 49.08 1986-09-12 48.37 1986-09-12 48.37 1986-10-17 48.02 1986-10-17 48.02 1986-11-18 47.17 1986-11-18 47.17 1986-12-18 49.62 1986-12-18 49.62 1987-01-16 47.67 1987-01-16 47.67 1987-02-24 46.83 1987-02-24 46.83 1987-03-27 47.19 1987-03-27 47.19 1987-04-21 47.49 1987-04-21 47.49 Note: The measurement was discontinued. 1987-06-23 Note: The measurement was discontinued. 1987-06-23 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 1044 522 Ground water data count: 1987-06-23 Ground water data end date: Ground water data begin date: 1937-05-29 0 Water quality data count: 0000-00-00 Water quality data end date: 0000-00-00 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-00-002 Project number: reporting agency (generally USGS) Source of depth data: 240.00 Hole depth: 240.00 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: Not Reported Date construction: Ground-water other than Spring Site type: Valley flat Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: .01 Altitude accuracy: Level or other surveying method Altitude method: 2560.93 Altitude: 24000 Map scale: MOSCOW WEST Location map: SWSESES07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.00460962 Dec lon: 46.73016521 Dec lat: 1170013 Longitude: 464349 Latitude: 39N 05W 07DDC1 Site name: 464349117001301 Site no: USGS Agency cd: 1 WNW 0 - 1/8 Mile Higher USGS3140870 FED USGS Map ID Direction Distance Elevation EDR ID Number Database GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-15 1980-06-17 55.47 1980-06-17 55.47 1980-09-14 56.49 1980-09-14 56.49 1980-10-26 55.55 1980-10-26 55.55 1980-11-17 56.19 1980-11-17 56.19 1980-12-23 56.09 1980-12-23 56.09 1981-01-13 55.63 1981-01-13 55.63 1981-02-23 55.15 1981-02-23 55.15 1981-03-31 54.95 1981-03-31 54.95 1981-06-08 53.42 1981-06-08 53.42 1981-08-10 56.83 1981-08-10 56.83 1981-09-22 58.60 1981-09-22 58.60 1981-10-22 56.62 1981-10-22 56.62 1981-11-17 55.14 1981-11-17 55.14 1982-01-28 53.87 1982-01-28 53.87 1982-03-09 53.15 1982-03-09 53.15 1982-05-11 52.52 1982-05-11 52.52 1982-12-10 53.81 1982-12-10 53.81 1983-01-12 53.00 1983-01-12 53.00 1983-02-04 53.37 1983-02-04 53.37 1983-03-10 52.87 1983-03-10 52.87 1983-04-11 51.39 1983-04-11 51.39 1983-05-13 52.23 1983-05-13 52.23 1983-06-13 52.61 1983-06-13 52.61 1983-07-21 52.08 1983-07-21 52.08 1983-08-15 52.55 1983-08-15 52.55 1983-09-14 52.18 1983-09-14 52.18 1983-10-26 51.70 1983-10-26 51.70 1983-11-17 51.71 1983-11-17 51.71 1983-12-16 52.15 1983-12-16 52.15 1984-01-20 51.87 1984-01-20 51.87 1984-03-23 51.01 1984-03-23 51.01 1984-05-04 50.77 1984-05-04 50.77 1984-05-24 51.37 1984-05-24 51.37 1984-06-22 51.52 1984-06-22 51.52 1984-07-23 51.24 1984-07-23 51.24 1984-08-20 51.65 1984-08-20 51.65 1984-09-29 50.97 1984-09-29 50.97 1984-10-29 50.96 1984-10-29 50.96 1984-11-27 50.19 1984-11-27 50.19 1984-12-20 50.10 1984-12-20 50.10 1985-01-12 50.94 1985-01-12 50.94 1985-02-20 49.98 1985-02-20 49.98 1985-03-09 49.96 1985-03-09 49.96 1985-04-14 49.41 1985-04-14 49.41 1985-05-15 49.31 1985-05-15 49.31 1985-06-14 49.19 1985-06-14 49.19 1985-07-26 50.69 1985-07-26 50.69 1985-09-02 49.89 1985-09-02 49.89 1985-10-27 50.27 1985-10-27 50.27 1985-11-30 50.44 1985-11-30 50.44 1986-01-07 50.07 1986-01-07 50.07 1986-02-23 49.04 1986-02-23 49.04 1986-03-22 49.12 1986-03-22 49.12 1986-04-26 48.65 1986-04-26 48.65 1986-05-17 48.45 1986-05-17 48.45 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-16 1975-03-18 54.85 1975-03-18 54.85 1975-05-06 54.93 1975-05-06 54.93 1975-06-23 56.35 1975-06-23 56.35 1975-08-01 59.14 1975-08-01 59.14 1975-08-18 60.58 1975-08-18 60.58 1975-09-17 61.48 1975-09-17 61.48 1975-10-16 61.10 1975-10-16 61.10 1975-11-14 59.66 1975-11-14 59.66 1975-12-12 58.64 1975-12-12 58.64 1976-01-20 57.57 1976-01-20 57.57 1976-02-24 56.05 1976-02-24 56.05 1976-03-23 55.80 1976-03-23 55.80 1976-04-25 55.52 1976-04-25 55.52 1976-04-26 55.33 1976-04-26 55.33 1976-05-17 54.94 1976-05-17 54.94 1976-06-14 54.74 1976-06-14 54.74 1976-07-14 55.81 1976-07-14 55.81 1976-08-13 56.28 1976-08-13 56.28 1976-09-14 55.72 1976-09-14 55.72 1976-10-19 55.41 1976-10-19 55.41 1976-11-19 56.29 1976-11-19 56.29 1976-12-17 56.07 1976-12-17 56.07 1977-01-11 55.95 1977-01-11 55.95 1977-02-18 56.67 1977-02-18 56.67 1977-03-15 55.45 1977-03-15 55.45 1977-04-14 54.89 1977-04-14 54.89 1977-05-10 54.38 1977-05-10 54.38 1977-06-07 54.20 1977-06-07 54.20 1977-07-27 56.34 1977-07-27 56.34 1977-08-22 58.18 1977-08-22 58.18 1977-09-20 55.84 1977-09-20 55.84 1977-10-17 54.98 1977-10-17 54.98 1977-11-17 54.65 1977-11-17 54.65 1977-12-15 53.74 1977-12-15 53.74 1978-01-24 54.10 1978-01-24 54.10 1978-02-14 53.63 1978-02-14 53.63 1978-03-23 53.48 1978-03-23 53.48 1978-04-18 53.44 1978-04-18 53.44 1978-05-26 53.91 1978-05-26 53.91 1978-06-21 56.12 1978-06-21 56.12 1978-07-19 56.95 1978-07-19 56.95 1978-08-22 57.40 1978-08-22 57.40 1978-09-19 55.58 1978-09-19 55.58 1978-10-17 55.21 1978-10-17 55.21 1978-11-14 56.10 1978-11-14 56.10 1979-03-23 57.19 1979-03-23 57.19 1979-04-19 55.63 1979-04-19 55.63 1979-05-21 54.91 1979-05-21 54.91 1979-06-26 56.40 1979-06-26 56.40 1979-07-24 57.98 1979-07-24 57.98 1979-08-21 58.78 1979-08-21 58.78 1979-10-25 56.43 1979-10-25 56.43 1979-11-21 56.23 1979-11-21 56.23 1979-12-01 55.53 1979-12-01 55.53 1980-03-09 54.21 1980-03-09 54.21 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-17 1969-09-16 63.47 1969-09-16 63.47 1969-10-01 62.39 1969-10-01 62.39 1969-10-15 62.83 1969-10-15 62.83 1969-11-03 62.70 1969-11-03 62.70 1969-11-15 62.08 1969-11-15 62.08 1969-12-14 62.12 1969-12-14 62.12 1970-01-14 61.51 1970-01-14 61.51 1970-02-15 61.34 1970-02-15 61.34 1970-03-15 61.28 1970-03-15 61.28 1970-04-17 60.66 1970-04-17 60.66 1970-05-15 60.75 1970-05-15 60.75 1970-06-17 60.43 1970-06-17 60.43 1970-07-15 60.85 1970-07-15 60.85 1970-08-15 60.55 1970-08-15 60.55 1970-09-16 61.35 1970-09-16 61.35 1970-10-22 59.80 1970-10-22 59.80 1970-11-24 60.27 1970-11-24 60.27 1970-12-16 59.07 1970-12-16 59.07 1971-01-20 59.38 1971-01-20 59.38 1971-02-16 58.79 1971-02-16 58.79 1971-03-15 59.16 1971-03-15 59.16 1971-04-21 58.49 1971-04-21 58.49 1971-05-20 58.34 1971-05-20 58.34 1971-06-18 57.94 1971-06-18 57.94 1971-10-22 58.90 1971-10-22 58.90 1971-11-29 58.09 1971-11-29 58.09 1972-03-09 56.93 1972-03-09 56.93 1972-04-03 56.68 1972-04-03 56.68 1972-05-03 56.34 1972-05-03 56.34 1972-06-07 55.90 1972-06-07 55.90 1972-07-15 57.03 1972-07-15 57.03 1972-09-25 58.15 1972-09-25 58.15 1972-10-16 57.67 1972-10-16 57.67 1972-11-27 57.20 1972-11-27 57.20 1973-01-16 55.55 1973-01-16 55.55 1973-02-12 55.79 1973-02-12 55.79 1973-04-02 56.06 1973-04-02 56.06 1973-04-24 55.45 1973-04-24 55.45 1973-05-21 55.28 1973-05-21 55.28 1973-06-11 55.39 1973-06-11 55.39 1973-07-26 61.07 1973-07-26 61.07 1973-09-22 58.85 1973-09-22 58.85 1973-10-20 58.07 1973-10-20 58.07 1973-11-18 57.48 1973-11-18 57.48 1973-12-16 57.02 1973-12-16 57.02 1974-01-14 58.55 1974-01-14 58.55 1974-02-18 55.25 1974-02-18 55.25 1974-03-15 55.26 1974-03-15 55.26 1974-04-19 54.84 1974-04-19 54.84 1974-05-20 55.12 1974-05-20 55.12 1974-06-20 57.42 1974-06-20 57.42 1974-08-05 57.90 1974-08-05 57.90 1974-09-23 60.00 1974-09-23 60.00 1974-11-05 56.83 1974-11-05 56.83 1974-12-16 55.60 1974-12-16 55.60 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-18 1966-06-04 72.39 1966-06-04 72.39 1966-08-05 73.25 1966-08-05 73.25 1966-09-08 71.63 1966-09-08 71.63 1966-10-07 71.27 1966-10-07 71.27 1967-02-01 69.31 1967-02-01 69.31 1967-03-03 68.67 1967-03-03 68.67 1967-04-11 67.95 1967-04-11 67.95 1967-05-01 68.19 1967-05-01 68.19 1967-06-03 67.54 1967-06-03 67.54 1967-07-03 67.89 1967-07-03 67.89 1967-08-02 68.78 1967-08-02 68.78 1967-09-01 69.19 1967-09-01 69.19 1967-10-01 68.28 1967-10-01 68.28 1967-10-16 68.11 1967-10-16 68.11 1967-11-01 67.63 1967-11-01 67.63 1967-11-15 67.43 1967-11-15 67.43 1967-12-01 67.44 1967-12-01 67.44 1967-12-24 67.26 1967-12-24 67.26 1968-01-15 66.32 1968-01-15 66.32 1968-02-01 66.50 1968-02-01 66.50 1968-02-15 66.31 1968-02-15 66.31 1968-03-01 65.87 1968-03-01 65.87 1968-03-15 65.66 1968-03-15 65.66 1968-04-01 65.16 1968-04-01 65.16 1968-04-15 65.68 1968-04-15 65.68 1968-05-01 65.50 1968-05-01 65.50 1968-05-15 65.88 1968-05-15 65.88 1968-05-18 66.02 1968-05-18 66.02 1968-05-21 66.47 1968-05-21 66.47 1968-05-25 66.85 1968-05-25 66.85 1968-06-14 65.98 1968-06-14 65.98 1968-07-01 68.54 1968-07-01 68.54 1968-07-14 67.49 1968-07-14 67.49 1968-08-02 68.38 1968-08-02 68.38 1968-08-19 67.27 1968-08-19 67.27 1968-09-03 67.91 1968-09-03 67.91 1968-09-20 67.63 1968-09-20 67.63 1968-10-01 68.80 1968-10-01 68.80 1968-10-15 65.68 1968-10-15 65.68 1968-11-03 65.35 1968-11-03 65.35 1968-11-16 65.30 1968-11-16 65.30 1968-12-10 64.40 1968-12-10 64.40 1969-01-26 65.82 1969-01-26 65.82 1969-04-01 63.78 1969-04-01 63.78 1969-04-15 63.12 1969-04-15 63.12 1969-05-02 62.82 1969-05-02 62.82 1969-05-06 62.83 1969-05-06 62.83 1969-05-15 64.04 1969-05-15 64.04 1969-06-02 65.10 1969-06-02 65.10 1969-06-15 65.65 1969-06-15 65.65 1969-07-01 64.68 1969-07-01 64.68 1969-07-16 64.54 1969-07-16 64.54 1969-08-02 65.54 1969-08-02 65.54 1969-08-14 64.98 1969-08-14 64.98 1969-09-01 63.67 1969-09-01 63.67 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-19 1965-04-19 81.19 1965-04-19 81.19 1965-04-26 81.70 1965-04-26 81.70 1965-05-03 81.68 1965-05-03 81.68 1965-05-10 84.38 1965-05-10 84.38 1965-05-17 83.23 1965-05-17 83.23 1965-05-24 81.42 1965-05-24 81.42 1965-06-01 82.41 1965-06-01 82.41 1965-06-14 82.80 1965-06-14 82.80 1965-06-21 81.92 1965-06-21 81.92 1965-07-02 83.23 1965-07-02 83.23 1965-07-09 80.76 1965-07-09 80.76 1965-07-16 79.87 1965-07-16 79.87 1965-07-23 79.68 1965-07-23 79.68 1965-07-30 80.69 1965-07-30 80.69 1965-08-06 78.92 1965-08-06 78.92 1965-08-13 78.76 1965-08-13 78.76 1965-08-20 84.13 1965-08-20 84.13 1965-08-27 77.84 1965-08-27 77.84 1965-09-03 77.34 1965-09-03 77.34 1965-09-15 76.79 1965-09-15 76.79 1965-09-24 76.47 1965-09-24 76.47 1965-10-01 80.66 1965-10-01 80.66 1965-10-08 76.02 1965-10-08 76.02 1965-10-15 75.77 1965-10-15 75.77 1965-10-22 75.84 1965-10-22 75.84 1965-10-29 75.52 1965-10-29 75.52 1965-11-05 75.41 1965-11-05 75.41 1965-11-12 76.95 1965-11-12 76.95 1965-11-19 76.49 1965-11-19 76.49 1965-11-27 75.02 1965-11-27 75.02 1965-12-04 74.63 1965-12-04 74.63 1965-12-11 74.41 1965-12-11 74.41 1965-12-17 74.39 1965-12-17 74.39 1965-12-24 73.95 1965-12-24 73.95 1966-01-08 75.31 1966-01-08 75.31 1966-01-15 73.92 1966-01-15 73.92 1966-01-22 73.36 1966-01-22 73.36 1966-01-30 73.92 1966-01-30 73.92 1966-02-05 73.01 1966-02-05 73.01 1966-02-12 73.20 1966-02-12 73.20 1966-02-19 72.71 1966-02-19 72.71 1966-02-26 73.05 1966-02-26 73.05 1966-03-05 72.69 1966-03-05 72.69 1966-03-12 72.34 1966-03-12 72.34 1966-03-22 72.72 1966-03-22 72.72 1966-03-26 72.23 1966-03-26 72.23 1966-04-02 72.35 1966-04-02 72.35 1966-04-09 71.17 1966-04-09 71.17 1966-04-16 71.91 1966-04-16 71.91 1966-04-23 72.37 1966-04-23 72.37 1966-04-30 73.32 1966-04-30 73.32 1966-05-07 73.30 1966-05-07 73.30 1966-05-14 72.42 1966-05-14 72.42 1966-05-21 72.57 1966-05-21 72.57 1966-05-28 72.44 1966-05-28 72.44 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-20 1962-02-27 80.11 1962-02-27 80.11 1962-03-26 77.99 1962-03-26 77.99 1962-04-04 78.67 1962-04-04 78.67 1962-05-03 78.71 1962-05-03 78.71 1962-05-26 77.31 1962-05-26 77.31 1962-06-09 79.56 1962-06-09 79.56 1962-07-26 84.37 1962-07-26 84.37 1962-09-20 83.93 1962-09-20 83.93 1962-11-13 82.42 1962-11-13 82.42 1962-11-30 81.74 1962-11-30 81.74 1962-12-05 82.54 1962-12-05 82.54 1963-01-04 81.06 1963-01-04 81.06 1963-02-10 79.93 1963-02-10 79.93 1963-03-09 79.46 1963-03-09 79.46 1963-03-27 79.42 1963-03-27 79.42 1963-04-04 79.13 1963-04-04 79.13 1963-05-17 80.93 1963-05-17 80.93 1963-05-29 81.42 1963-05-29 81.42 1963-07-25 84.98 1963-07-25 84.98 1964-03-24 83.75 1964-03-24 83.75 1964-04-13 82.05 1964-04-13 82.05 1964-05-20 81.53 1964-05-20 81.53 1964-05-21 81.73 1964-05-21 81.73 1964-06-29 84.04 1964-06-29 84.04 1964-07-06 83.41 1964-07-06 83.41 1964-07-10 85.38 1964-07-10 85.38 1964-07-20 83.77 1964-07-20 83.77 1964-07-25 85.11 1964-07-25 85.11 1964-07-27 87.04 1964-07-27 87.04 1964-08-03 84.28 1964-08-03 84.28 1964-08-08 85.09 1964-08-08 85.09 1964-09-05 85.38 1964-09-05 85.38 1964-09-14 84.52 1964-09-14 84.52 1964-09-22 84.58 1964-09-22 84.58 1964-09-28 84.42 1964-09-28 84.42 1964-10-05 84.54 1964-10-05 84.54 1964-10-12 82.43 1964-10-12 82.43 1964-10-19 82.72 1964-10-19 82.72 1964-11-02 82.38 1964-11-02 82.38 1964-11-09 83.52 1964-11-09 83.52 1964-11-23 84.07 1964-11-23 84.07 1964-11-30 83.50 1964-11-30 83.50 1964-12-07 83.75 1964-12-07 83.75 1965-01-04 83.26 1965-01-04 83.26 1965-01-18 83.40 1965-01-18 83.40 1965-01-25 82.94 1965-01-25 82.94 1965-02-01 83.02 1965-02-01 83.02 1965-02-15 82.80 1965-02-15 82.80 1965-02-23 82.67 1965-02-23 82.67 1965-03-08 82.66 1965-03-08 82.66 1965-03-15 82.36 1965-03-15 82.36 1965-03-22 82.22 1965-03-22 82.22 1965-03-29 82.13 1965-03-29 82.13 1965-04-05 82.11 1965-04-05 82.11 1965-04-12 81.80 1965-04-12 81.80 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-21 1954-10-06 79.68 1954-10-06 79.68 1954-11-10 80.67 1954-11-10 80.67 1954-12-08 80.56 1954-12-08 80.56 1955-01-04 80.18 1955-01-04 80.18 1955-04-26 82.12 1955-04-26 82.12 1955-06-22 84.25 1955-06-22 84.25 1955-07-07 83.59 1955-07-07 83.59 1955-08-03 84.30 1955-08-03 84.30 1955-10-04 85.65 1955-10-04 85.65 1955-11-01 84.69 1955-11-01 84.69 1955-12-07 85.38 1955-12-07 85.38 1956-01-11 83.03 1956-01-11 83.03 1956-02-08 82.23 1956-02-08 82.23 1956-03-06 78.79 1956-03-06 78.79 1956-04-03 78.38 1956-04-03 78.38 1956-05-10 78.00 1956-05-10 78.00 1956-06-06 78.67 1956-06-06 78.67 1956-06-29 79.37 1956-06-29 79.37 1956-07-25 81.71 1956-07-25 81.71 1956-08-24 83.69 1956-08-24 83.69 1956-10-03 85.11 1956-10-03 85.11 1956-12-18 83.62 1956-12-18 83.62 1957-04-27 82.84 1957-04-27 82.84 1957-05-21 83.54 1957-05-21 83.54 1957-06-25 83.13 1957-06-25 83.13 1957-08-23 88.26 1957-08-23 88.26 1957-10-24 88.18 1957-10-24 88.18 1957-10-31 85.68 1957-10-31 85.68 1958-02-23 82.54 1958-02-23 82.54 1958-06-25 86.30 1958-06-25 86.30 1958-09-12 87.01 1958-09-12 87.01 1958-10-20 88.32 1958-10-20 88.32 1958-12-17 89.21 1958-12-17 89.21 1959-10-29 84.71 1959-10-29 84.71 1960-03-29 84.94 1960-03-29 84.94 1960-05-24 85.89 1960-05-24 85.89 1960-09-30 84.47 1960-09-30 84.47 1960-11-27 79.29 1960-11-27 79.29 1960-12-01 78.82 1960-12-01 78.82 1960-12-31 77.53 1960-12-31 77.53 1961-01-26 76.97 1961-01-26 76.97 1961-01-31 76.81 1961-01-31 76.81 1961-02-26 76.02 1961-02-26 76.02 1961-04-03 75.15 1961-04-03 75.15 1961-05-04 74.16 1961-05-04 74.16 1961-06-11 78.55 1961-06-11 78.55 1961-07-26 79.85 1961-07-26 79.85 1961-08-19 83.80 1961-08-19 83.80 1961-09-23 83.25 1961-09-23 83.25 1961-09-26 83.51 1961-09-26 83.51 1961-10-30 83.41 1961-10-30 83.41 1961-12-01 81.46 1961-12-01 81.46 1961-12-05 81.71 1961-12-05 81.71 1962-01-04 80.41 1962-01-04 80.41 1962-01-29 79.88 1962-01-29 79.88 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-22 1940-04-16 54.01 1940-04-16 54.01 1940-04-30 54.15 1940-04-30 54.15 1940-05-30 53.81 1940-05-30 53.81 1940-06-10 54.51 1940-06-10 54.51 1940-06-25 56.46 1940-06-25 56.46 1940-07-19 57.49 1940-07-19 57.49 1940-08-22 57.98 1940-08-22 57.98 1940-09-18 56.14 1940-09-18 56.14 1940-10-07 57.07 1940-10-07 57.07 1947-05-02 63.10 1947-05-02 63.10 1948-08-24 64.33 1948-08-24 64.33 1949-03-21 64.52 1949-03-21 64.52 1949-04-29 64.99 1949-04-29 64.99 1950-01-04 65.48 1950-01-04 65.48 1950-03-29 65.41 1950-03-29 65.41 1950-04-14 67.21 1950-04-14 67.21 1950-08-29 69.95 1950-08-29 69.95 1950-10-27 68.30 1950-10-27 68.30 1950-12-18 70.00 1950-12-18 70.00 1951-02-14 67.55 1951-02-14 67.55 1951-04-10 67.40 1951-04-10 67.40 1951-06-18 71.33 1951-06-18 71.33 1951-08-14 74.70 1951-08-14 74.70 1951-08-25 74.90 1951-08-25 74.90 1951-10-20 72.63 1951-10-20 72.63 1951-11-19 72.72 1951-11-19 72.72 1951-12-13 72.10 1951-12-13 72.10 1952-02-15 71.38 1952-02-15 71.38 1952-04-14 71.70 1952-04-14 71.70 1952-04-15 71.40 1952-04-15 71.40 1952-04-21 72.00 1952-04-21 72.00 1952-04-28 72.70 1952-04-28 72.70 1952-06-04 73.60 1952-06-04 73.60 1952-06-05 73.61 1952-06-05 73.61 1952-06-16 72.70 1952-06-16 72.70 1952-06-23 72.50 1952-06-23 72.50 1952-06-30 72.40 1952-06-30 72.40 1952-07-07 73.20 1952-07-07 73.20 1952-07-14 74.40 1952-07-14 74.40 1952-07-21 74.60 1952-07-21 74.60 1952-07-28 74.50 1952-07-28 74.50 1952-08-11 73.10 1952-08-11 73.10 1952-08-15 73.86 1952-08-15 73.86 1952-12-09 72.19 1952-12-09 72.19 1953-02-18 72.14 1953-02-18 72.14 1953-04-25 72.46 1953-04-25 72.46 1953-05-01 72.41 1953-05-01 72.41 1953-06-19 70.35 1953-06-19 70.35 1953-08-23 77.35 1953-08-23 77.35 1953-10-23 76.67 1953-10-23 76.67 1954-02-17 75.85 1954-02-17 75.85 1954-05-18 76.36 1954-05-18 76.36 1954-06-08 77.72 1954-06-08 77.72 1954-08-03 80.01 1954-08-03 80.01 1954-09-02 79.57 1954-09-02 79.57 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-23 1937-10-27 51.72 1937-10-27 51.72 1937-11-12 51.91 1937-11-12 51.91 1937-12-02 51.76 1937-12-02 51.76 1937-12-15 51.67 1937-12-15 51.67 1937-12-30 51.31 1937-12-30 51.31 1938-01-26 51.57 1938-01-26 51.57 1938-02-28 51.33 1938-02-28 51.33 1938-03-08 51.09 1938-03-08 51.09 1938-03-22 50.98 1938-03-22 50.98 1938-03-23 51.13 1938-03-23 51.13 1938-04-05 50.83 1938-04-05 50.83 1938-04-19 50.10 1938-04-19 50.10 1938-05-03 50.23 1938-05-03 50.23 1938-05-16 50.21 1938-05-16 50.21 1938-06-01 50.66 1938-06-01 50.66 1938-06-15 51.79 1938-06-15 51.79 1938-06-28 52.57 1938-06-28 52.57 1938-07-20 53.68 1938-07-20 53.68 1938-08-11 54.21 1938-08-11 54.21 1938-08-31 54.31 1938-08-31 54.31 1938-09-16 53.44 1938-09-16 53.44 1938-09-30 53.39 1938-09-30 53.39 1938-10-15 53.30 1938-10-15 53.30 1938-10-22 53.47 1938-10-22 53.47 1938-11-11 53.14 1938-11-11 53.14 1938-12-03 51.81 1938-12-03 51.81 1938-12-16 52.23 1938-12-16 52.23 1938-12-28 51.89 1938-12-28 51.89 1939-01-14 51.89 1939-01-14 51.89 1939-01-27 51.71 1939-01-27 51.71 1939-02-10 52.22 1939-02-10 52.22 1939-02-24 52.90 1939-02-24 52.90 1939-03-10 51.71 1939-03-10 51.71 1939-03-24 52.85 1939-03-24 52.85 1939-04-03 51.99 1939-04-03 51.99 1939-04-21 52.78 1939-04-21 52.78 1939-05-05 53.74 1939-05-05 53.74 1939-05-19 53.48 1939-05-19 53.48 1939-05-31 53.85 1939-05-31 53.85 1939-06-26 53.37 1939-06-26 53.37 1939-07-17 54.98 1939-07-17 54.98 1939-08-01 56.00 1939-08-01 56.00 1939-08-17 56.27 1939-08-17 56.27 1939-09-03 55.67 1939-09-03 55.67 1939-10-22 55.08 1939-10-22 55.08 1939-11-18 54.70 1939-11-18 54.70 1939-12-02 54.42 1939-12-02 54.42 1939-12-21 54.14 1939-12-21 54.14 1940-01-06 53.67 1940-01-06 53.67 1940-01-20 53.90 1940-01-20 53.90 1940-02-06 53.19 1940-02-06 53.19 1940-02-20 54.15 1940-02-20 54.15 1940-03-05 53.71 1940-03-05 53.71 1940-03-19 53.60 1940-03-19 53.60 1940-04-03 53.18 1940-04-03 53.18 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-24 A3 NNW 1/8 - 1/4 Mile Higher ID4000000133141 ID WELLS QQ Datasource: Sep 6 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: 4 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747865 Permit id: 279614 Well id: A2 NNW 1/8 - 1/4 Mile Higher ID4000000133142 ID WELLS 1937-05-29 50.76 1937-05-29 50.76 1937-06-02 50.11 1937-06-02 50.11 1937-06-09 50.97 1937-06-09 50.97 1937-06-23 50.48 1937-06-23 50.48 1937-06-30 50.54 1937-06-30 50.54 1937-07-07 50.60 1937-07-07 50.60 1937-07-13 50.95 1937-07-13 50.95 1937-07-21 52.32 1937-07-21 52.32 1937-07-27 52.13 1937-07-27 52.13 1937-08-05 52.55 1937-08-05 52.55 1937-08-19 52.47 1937-08-19 52.47 1937-09-03 52.28 1937-09-03 52.28 1937-09-15 52.83 1937-09-15 52.83 1937-10-01 51.87 1937-10-01 51.87 1937-10-15 51.65 1937-10-15 51.65 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-25 QQ Datasource: Sep 6 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: 4 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747864 Permit id: 279613 Well id: A4 NNW 1/8 - 1/4 Mile Higher ID4000000133140 ID WELLS QQ Datasource: Sep 6 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: 4 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: AGRA EARTH & ENVIRONMENTAL Owner: Not Reported Metal tagnum: 747865 Permit id: 279614 Well id: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-26 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747866 Permit id: 279615 Well id: A6 NNW 1/8 - 1/4 Mile Higher ID4000000133144 ID WELLS QQ Datasource: Apr 7 1997 Construction: 0 Total depth: 16 Casing depth: 0 Casing diam: 2 Surface diam: 8 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747893 Permit id: 279648 Well id: A5 NNW 1/8 - 1/4 Mile Higher ID4000000133145 ID WELLS Map ID Direction Distance Elevation EDR ID Number Database GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-27 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747862 Permit id: 279611 Well id: A8 NNW 1/8 - 1/4 Mile Higher ID4000000133136 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 16 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: AGRA EARTH & ENVIRONMENTAL Owner: Not Reported Metal tagnum: 747866 Permit id: 279615 Well id: A7 NNW 1/8 - 1/4 Mile Higher ID4000000133143 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 16 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-28 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747861 Permit id: 279610 Well id: A10 NNW 1/8 - 1/4 Mile Higher ID4000000133134 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: AGRA EARTH & ENVIRONMENTAL Owner: Not Reported Metal tagnum: 747862 Permit id: 279611 Well id: A9 NNW 1/8 - 1/4 Mile Higher ID4000000133135 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-29 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747863 Permit id: 279612 Well id: A12 NNW 1/8 - 1/4 Mile Higher ID4000000133138 ID WELLS QQ Datasource: Sep 6 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: 4 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: AGRA EARTH & ENVIRONMENTAL Owner: Not Reported Metal tagnum: 747864 Permit id: 279613 Well id: A11 NNW 1/8 - 1/4 Mile Higher ID4000000133139 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-30 2 Surface diam: 8 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 747894 Permit id: 279649 Well id: A14 NNW 1/8 - 1/4 Mile Higher ID4000000133146 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: AGRA EARTH & ENVIRONMENTAL Owner: Not Reported Metal tagnum: 747863 Permit id: 279612 Well id: A13 NNW 1/8 - 1/4 Mile Higher ID4000000133137 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-31 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279657 Well id: A16 NNW 1/8 - 1/4 Mile Higher ID4000000133154 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279658 Well id: A15 NNW 1/8 - 1/4 Mile Higher ID4000000133155 ID WELLS QQ Datasource: Apr 7 1997 Construction: 0 Total depth: 16 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-32 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279661 Well id: A18 NNW 1/8 - 1/4 Mile Higher ID4000000133158 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279656 Well id: A17 NNW 1/8 - 1/4 Mile Higher ID4000000133153 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-33 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279659 Well id: A20 NNW 1/8 - 1/4 Mile Higher ID4000000133156 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279660 Well id: A19 NNW 1/8 - 1/4 Mile Higher ID4000000133157 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-34 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279651 Well id: A22 NNW 1/8 - 1/4 Mile Higher ID4000000133148 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279652 Well id: A21 NNW 1/8 - 1/4 Mile Higher ID4000000133149 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-35 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279655 Well id: A24 NNW 1/8 - 1/4 Mile Higher ID4000000133152 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279650 Well id: A23 NNW 1/8 - 1/4 Mile Higher ID4000000133147 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-36 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279653 Well id: A26 NNW 1/8 - 1/4 Mile Higher ID4000000133150 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 WEST 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: VERNS CHEVRON Owner: Not Reported Metal tagnum: 0 Permit id: 279654 Well id: A25 NNW 1/8 - 1/4 Mile Higher ID4000000133151 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-37 PST Mean greenwich time offset: Not Reported Date inventoried: 19450101 Date construction: Ground-water other than Spring Site type: Valley flat Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2575.00 Altitude: 24000 Map scale: MOSCOW EAST Location map: T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.00072066 Dec lon: 46.73238749 Dec lat: 1165959 Longitude: 464357 Latitude: 39N 05W 08CCC1 Site name: 464357116595901 Site no: USGS Agency cd: B28 NE 1/8 - 1/4 Mile Higher USGS3140881 FED USGS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 3 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 203 W 3RD STREET Well address: 0 Govt lotnum: SE Q: SE Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: AGRA EARTH & ENVIRONMENTAL Owner: Not Reported Metal tagnum: 747861 Permit id: 279610 Well id: A27 NNW 1/8 - 1/4 Mile Higher ID4000000133133 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-38 1965-09-08 91.46 1965-09-08 91.46 1965-09-15 91.15 1965-09-15 91.15 1965-09-24 90.74 1965-09-24 90.74 1965-10-01 89.98 1965-10-01 89.98 1965-10-08 90.10 1965-10-08 90.10 1965-10-15 89.94 1965-10-15 89.94 1965-10-22 89.36 1965-10-22 89.36 1965-10-29 89.31 1965-10-29 89.31 1965-11-05 88.95 1965-11-05 88.95 1965-11-12 91.17 1965-11-12 91.17 1965-11-19 90.15 1965-11-19 90.15 1965-11-27 88.92 1965-11-27 88.92 1965-12-04 88.36 1965-12-04 88.36 1965-12-11 90.38 1965-12-11 90.38 1965-12-17 88.00 1965-12-17 88.00 1965-12-24 86.06 1965-12-24 86.06 1966-01-08 87.44 1966-01-08 87.44 1966-01-15 87.74 1966-01-15 87.74 1966-01-22 86.99 1966-01-22 86.99 1966-02-05 86.76 1966-02-05 86.76 1966-02-12 87.00 1966-02-12 87.00 1966-02-19 86.45 1966-02-19 86.45 1966-02-26 86.39 1966-02-26 86.39 1966-03-05 86.43 1966-03-05 86.43 1966-03-12 86.24 1966-03-12 86.24 1966-03-22 86.37 1966-03-22 86.37 1966-03-26 85.93 1966-03-26 85.93 1966-04-02 85.87 1966-04-02 85.87 1966-04-09 85.38 1966-04-09 85.38 1966-04-16 85.52 1966-04-16 85.52 1966-04-23 85.57 1966-04-23 85.57 1966-04-30 85.55 1966-04-30 85.55 1966-05-07 85.92 1966-05-07 85.92 1966-05-14 85.65 1966-05-14 85.65 1966-05-21 85.38 1966-05-21 85.38 1966-05-28 85.74 1966-05-28 85.74 1966-06-04 85.84 1966-06-04 85.84 1966-08-05 85.65 1966-08-05 85.65 1966-11-04 83.86 1966-11-04 83.86 1966-12-15 83.56 1966-12-15 83.56 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 82 41 Ground water data count: 1966-12-15 Ground water data end date: Ground water data begin date: 1955-10-26 0 Water quality data count: 0000-00-00 Water quality data end date: 0000-00-00 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: Not Reported Source of depth data: 140 Hole depth: 140 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-39 0 Violmeasur: 10/17/2007 0:00:00 Enf action: No Enf Action as of Enfdate: 12/31/2001 0:00:00 Complperen: 12/1/2001 0:00:00 Complperbe: MCL, (TCR) Viol. Type: COLIFORM (TCR) Contaminant: 1402 Vioid: C 96 STADIUM DRIVE MOBILE HOME PARK Pwsname: ID2290036 Pwsid: 06/30/2007 Truedate: 0 Violmeasur: 1/18/2007 0:00:00 Enf action: No Enf Action as of Enfdate: 12/31/2001 0:00:00 Complperen: 12/1/2001 0:00:00 Complperbe: MCL, (TCR) Viol. Type: COLIFORM (TCR) Contaminant: 1402 Vioid: C 96 STADIUM DRIVE MOBILE HOME PARK Pwsname: ID2290036 Pwsid: 06/30/2007 Truedate: ENFORCEMENT INFORMATION: 090193 Vio. Awareness Date: COLIFORM (TCR) Contaminant: Monitoring, Routine Major (TCR) Violation Type: Not Reported Analysis Method: Not Reported Maximum Contaminant Level: Not Reported Analysis Result: Not Reported Number of Samples Taken: Not Reported Num required Samples: 001 Months Vio. Period: 08/31/93 Vio. end Date: 08/01/93 Vio. beginning Date: Not Reported PWS Phone: Not Reported Source ID: 93V0001 Violation ID: VIOLATIONS INFORMATION: YES PWS currently has or had major violation(s) or enforcement: 96 Population: Untreated Treatment Class: Not Reported City Served: 117 2 5.0000 Facility Longitude: 46 43 12.0000 Facility Latitude: 116 59 57.0000 Facility Longitude: 46 43 57.0000 Facility Latitude: Not Reported Addressee / Facility: PULLMAN, WA 99163 NW 125 LARRY ST JOHN BURNS STADIUM DR MOBILE HOME PARK PWS Name: Not Reported Date Deactivated: Not Reported Date Initiated: Not Reported PWS Status: ID2290036 PWS ID: B29 NE 1/8 - 1/4 Mile Higher ID2290036 FRDS PWS 1955-10-26 102.85 1955-10-26 102.85 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-40 C30 ESE 1/8 - 1/4 Mile Higher ID4000000133042 ID WELLS MOSCOW, ID 83840 218 E 2nd Street, Apt B Address: [PHONE REDACTED] Phone: CHIN, LEONARD Contact: 96 Population: STADIUM DRIVE MOBILE HOME PARK Name: CONTACT INFORMATION: Not Reported Enf. Action: 4/12/2007 0:00:00 Enforcement Date: 1402 Violation ID: 12/1/2001 0:00:00 - 12/31/2001 0:00:00 Compliance Period: COLIFORM (TCR) Contaminant: MCL, (TCR) Violation Type: STADIUM DRIVE MOBILE HOME PARK System Name: 10/17/2006 0:00:00 Enf. Action: No Enf Action as of Enforcement Date: 1402 Violation ID: 12/1/2001 0:00:00 - 12/31/2001 0:00:00 Compliance Period: COLIFORM (TCR) Contaminant: MCL, (TCR) Violation Type: STADIUM DRIVE MOBILE HOME PARK System Name: Not Reported Violmeasur: Not Reported Enf action: No Enf Action as of Enfdate: 9/30/2007 0:00:00 Complperen: 9/1/2007 0:00:00 Complperbe: MCL, (TCR) Viol. Type: COLIFORM (TCR) Contaminant: 1708 Vioid: C 96 STADIUM DRIVE MOBILE HOME PARK Pwsname: ID2290036 Pwsid: 09/30/2007 Truedate: 0 Violmeasur: Not Reported Enf action: No Enf Action as of Enfdate: 12/31/2001 0:00:00 Complperen: 12/1/2001 0:00:00 Complperbe: MCL, (TCR) Viol. Type: COLIFORM (TCR) Contaminant: 1402 Vioid: C 96 STADIUM DRIVE MOBILE HOME PARK Pwsname: ID2290036 Pwsid: 09/30/2007 Truedate: 0 Violmeasur: 7/24/2007 0:00:00 Enf action: No Enf Action as of Enfdate: 12/31/2001 0:00:00 Complperen: 12/1/2001 0:00:00 Complperbe: MCL, (TCR) Viol. Type: COLIFORM (TCR) Contaminant: 1402 Vioid: C 96 STADIUM DRIVE MOBILE HOME PARK Pwsname: ID2290036 Pwsid: 06/30/2007 Truedate: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-41 QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: STATE HIGHWAY 8 AT MAIN AND WASHINGTON Well address: 0 Govt lotnum: NW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: NEZ PERCE County name: 87 Basin number: 0 Driller lic: Not Reported Driller: STATE OF IDAHO Owner: Not Reported Metal tagnum: 0 Permit id: 279632 Well id: C31 ESE 1/8 - 1/4 Mile Higher ID4000000133041 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: STATE HIGHWAY 8 AT MAIN AND WASHINGTON Well address: 0 Govt lotnum: NW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: NEZ PERCE County name: 87 Basin number: 0 Driller lic: Not Reported Driller: STATE OF IDAHO Owner: Not Reported Metal tagnum: 0 Permit id: 279633 Well id: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-42 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: STATE HIGHWAY 8 AT MAIN AND WASHINGTON Well address: 0 Govt lotnum: NW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: NEZ PERCE County name: 87 Basin number: 0 Driller lic: Not Reported Driller: STATE OF IDAHO Owner: Not Reported Metal tagnum: 0 Permit id: 279634 Well id: C33 ESE 1/8 - 1/4 Mile Higher ID4000000133043 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: STATE HIGHWAY 8 AT MAIN AND WASHINGTON Well address: 0 Govt lotnum: NW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: NEZ PERCE County name: 87 Basin number: 0 Driller lic: Not Reported Driller: STATE OF IDAHO Owner: Not Reported Metal tagnum: 0 Permit id: 279635 Well id: C32 ESE 1/8 - 1/4 Mile Higher ID4000000133044 ID WELLS Map ID Direction Distance Elevation EDR ID Number Database GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-43 D35 WNW 1/4 - 1/2 Mile Lower USGS3140874 FED USGS Ground-water levels, Number of Measurements: 0 0 Ground water data count: 0000-00-00 Ground water data end date: Ground water data begin date: 0000-00-00 0 Water quality data count: 0000-00-00 Water quality data end date: 0000-00-00 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: Not Reported Source of depth data: 190 Hole depth: 190 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19620101 Date construction: Ground-water other than Spring Site type: Flat surface Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2570.00 Altitude: 24000 Map scale: MOSCOW WEST Location map: SWNENES18 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.00599847 Dec lon: 46.72683183 Dec lat: 1170018 Longitude: 464337 Latitude: 39N 05W 18AAC1 Site name: 464337117001801 Site no: USGS Agency cd: 34 SSW 1/4 - 1/2 Mile Higher USGS3141009 FED USGS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-44 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 115 Driller lic: ADCOCK AIR DRILLING Driller: LOVIS OLSEN Owner: Not Reported Metal tagnum: 747118 Permit id: 280411 Well id: D36 WNW 1/4 - 1/2 Mile Lower ID4000000133131 ID WELLS 1972-03-21 55.50 1985-03-14 48.88 1972-11-07 56.84 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 3 3 Ground water data count: 1985-03-14 Ground water data end date: Ground water data begin date: 1972-03-21 0 Water quality data count: 0000-00-00 Water quality data end date: 0000-00-00 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: Not Reported Source of depth data: 238 Hole depth: 238 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19720824 Date construction: Ground-water other than Spring Site type: Flat surface Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: .01 Altitude accuracy: Level or other surveying method Altitude method: 2560.37 Altitude: 24000 Map scale: MOSCOW WEST Location map: NESWSES07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -[PHONE REDACTED] Dec lon: 46.73155407 Dec lat: 1170026 Longitude: 464354 Latitude: 39N 05W 07DCA1 Site name: 464354117002601 Site no: USGS Agency cd: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-45 1973-03-21 64.78 1973-03-21 64.78 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 242 121 Ground water data count: 1973-03-21 Ground water data end date: Ground water data begin date: 1895-00-00 0 Water quality data count: 0000-00-00 Water quality data end date: 0000-00-00 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: Not Reported Source of depth data: 245 Hole depth: 245 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 18820101 Date construction: Ground-water other than Spring Site type: Undulating Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2568.00 Altitude: 24000 Map scale: MOSCOW WEST Location map: SENESES07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.00238744 Dec lon: 46.73460971 Dec lat: 1170005 Longitude: 464405 Latitude: 39N 05W 07DAD1 Site name: 464405117000501 Site no: USGS Agency cd: E37 North 1/4 - 1/2 Mile Higher USGS3140887 FED USGS QQ Datasource: Aug 25 1972 Construction: 0 Total depth: 54 Casing depth: 0 Casing diam: 8 Surface diam: 76 Static water: 40 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SE Q: SW Qq: Not Reported Qqq: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-46 1939-02-24 62 1939-02-24 62 1939-03-10 62 1939-03-10 62 1939-03-24 62 1939-03-24 62 1939-04-03 62 1939-04-03 62 1939-04-21 62 1939-04-21 62 1939-05-05 62 1939-05-05 62 1939-05-19 62 1939-05-19 62 1939-05-31 62 1939-05-31 62 1939-06-26 62 1939-06-26 62 1939-07-19 66 1939-07-19 66 1939-08-01 66 1939-08-01 66 1939-08-16 64 1939-08-16 64 1939-09-03 65 1939-09-03 65 1939-10-29 63 1939-10-29 63 1939-11-11 62 1939-11-11 62 1939-11-25 62 1939-11-25 62 1939-12-11 64 1939-12-11 64 1939-12-21 58 1939-12-21 58 1940-01-06 61 1940-01-06 61 1940-01-20 60 1940-01-20 60 1940-02-06 60 1940-02-06 60 1940-02-20 61 1940-02-20 61 1940-03-05 60 1940-03-05 60 1940-03-19 60 1940-03-19 60 1940-04-03 61 1940-04-03 61 1940-04-16 58 1940-04-16 58 1940-04-30 66 1940-04-30 66 1940-05-14 65 1940-05-14 65 1940-05-30 60 1940-05-30 60 1940-06-10 80 1940-06-10 80 1940-06-24 80 1940-06-24 80 1940-07-19 86 1940-07-19 86 1940-08-22 86 1940-08-22 86 1940-09-18 81 1940-09-18 81 1940-10-03 80 1940-10-03 80 1947-05-02 67 1947-05-02 67 1955-08 94 1955-08 94 1955-09 95 1955-09 95 1955-10 92 1955-10 92 1955-10-25 94.38 1955-10-25 94.38 1955-11 94 1955-11 94 1955-12 92 1955-12 92 1956-01 90 1956-01 90 1956-02 90 1956-02 90 1956-03 90 1956-03 90 1956-04 90 1956-04 90 1956-05 90 1956-05 90 1956-06 90 1956-06 90 1956-07 94 1956-07 94 1956-08 96 1956-08 96 1956-09 95 1956-09 95 1956-11 95 1956-11 95 1956-12 93 1956-12 93 1971-04 68.61 1971-04 68.61 1972-06-20 65.74 1972-06-20 65.74 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-47 1935-02-18 56 1935-02-18 56 1935-04-04 56 1935-04-04 56 1935-04-26 56 1935-04-26 56 1935-05-08 56 1935-05-08 56 1935-05-29 57 1935-05-29 57 1935-06-26 57 1935-06-26 57 1936-05-22 57 1936-05-22 57 1936-05-28 58 1936-05-28 58 1936-06-04 59 1936-06-04 59 1936-06-11 59 1936-06-11 59 1936-06-18 58 1936-06-18 58 1936-06-24 59 1936-06-24 59 1936-07-02 59 1936-07-02 59 1936-07-08 59 1936-07-08 59 1936-07-23 60 1936-07-23 60 1936-07-29 60 1936-07-29 60 1937-06-09 61 1937-06-09 61 1937-06-23 61 1937-06-23 61 1937-07-07 62 1937-07-07 62 1937-07-21 63 1937-07-21 63 1937-07-27 64 1937-07-27 64 1937-08-05 63 1937-08-05 63 1937-08-18 62 1937-08-18 62 1937-09-03 62 1937-09-03 62 1937-09-15 63 1937-09-15 63 1937-10-01 62 1937-10-01 62 1937-10-15 62 1937-10-15 62 1937-11-12 62 1937-11-12 62 1937-12-02 61 1937-12-02 61 1937-12-30 61 1937-12-30 61 1938-01-13 61 1938-01-13 61 1938-01-26 62 1938-01-26 62 1938-02-28 60 1938-02-28 60 1938-03-08 60 1938-03-08 60 1938-03-23 60 1938-03-23 60 1938-04-05 60 1938-04-05 60 1938-04-19 60 1938-04-19 60 1938-05-03 60 1938-05-03 60 1938-05-17 60 1938-05-17 60 1938-06-01 60 1938-06-01 60 1938-06-15 60 1938-06-15 60 1938-06-28 60 1938-06-28 60 1938-07-11 63 1938-07-11 63 1938-07-30 64 1938-07-30 64 1938-09-16 62 1938-09-16 62 1938-09-30 62 1938-09-30 62 1938-10-15 64 1938-10-15 64 1938-10-28 66 1938-10-28 66 1938-11-11 62 1938-11-11 62 1938-12-03 60 1938-12-03 60 1938-12-16 60 1938-12-16 60 1938-12-29 60 1938-12-29 60 1939-01-14 61 1939-01-14 61 1939-01-27 62 1939-01-27 62 1939-02-10 62 1939-02-10 62 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-48 1971-04 68.70 1971-04 68.70 1985-03-15 58.60 1985-03-15 58.60 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 454 227 Ground water data count: 1985-03-15 Ground water data end date: Ground water data begin date: 1938-09-16 4 Water quality data count: 1990-10-16 Water quality data end date: 1955-03-29 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: driller Source of depth data: 560. Hole depth: 240. Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19250101 Date construction: Ground-water other than Spring Site type: Undulating Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2568.00 Altitude: 24000 Map scale: MOSCOW WEST Location map: SENESES07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.00238745 Dec lon: 46.73488749 Dec lat: 1170005 Longitude: 464406 Latitude: 39N 05W 07DAD2 Site name: 464406117000501 Site no: USGS Agency cd: E38 North 1/4 - 1/2 Mile Higher USGS3140890 FED USGS 1895 0 1895 0 1895-01-01 0.00 1895-01-01 0.00 1923 44 1923 44 1930 50 1930 50 1931 55 1931 55 1932-12 54 1932-12 54 1934-08-09 58 1934-08-09 58 1934-09-16 56 1934-09-16 56 1934-12-13 56 1934-12-13 56 1934-12-18 57 1934-12-18 57 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-49 1963-05 115 1963-05 115 1963-06 118 1963-06 118 1963-07 120 1963-07 120 1963-08 121 1963-08 121 1963-09 121 1963-09 121 1963-10 120 1963-10 120 1963-11 120 1963-11 120 1963-12 101 1963-12 101 1964-02 100 1964-02 100 1964-03 100 1964-03 100 1964-04 100 1964-04 100 1964-05 100 1964-05 100 1964-06 99 1964-06 99 1964-07 100 1964-07 100 1964-08 100 1964-08 100 1964-09 100 1964-09 100 1964-10 100 1964-10 100 1964-11 100 1964-11 100 1964-12 100 1964-12 100 1965-01 100 1965-01 100 1965-02 100 1965-02 100 1965-03 100 1965-03 100 1965-04 100 1965-04 100 1965-05 100 1965-05 100 1965-06 100 1965-06 100 1965-07 100 1965-07 100 1966-05 91 1966-05 91 1966-06 91 1966-06 91 1966-07 91 1966-07 91 1966-08 90 1966-08 90 1966-09 91 1966-09 91 1966-10 91 1966-10 91 1966-11 91 1966-11 91 1966-12 91 1966-12 91 1967-01 91 1967-01 91 1967-02 91 1967-02 91 1967-03 91 1967-03 91 1967-04 85 1967-04 85 1967-05 85 1967-05 85 1967-06 84 1967-06 84 1967-07 84 1967-07 84 1967-08 84 1967-08 84 1967-09 84 1967-09 84 1967-10 84 1967-10 84 1967-11-26 84 1967-11-26 84 1967-12-26 83 1967-12-26 83 1968-01-28 83 1968-01-28 83 1968-02 82 1968-02 82 1968-03 81 1968-03 81 1968-04 81 1968-04 81 1968-05-26 82 1968-05-26 82 1968-06-06 82 1968-06-06 82 1968-07-02 93 1968-07-02 93 1969-05-31 89 1969-05-31 89 1969-06-24 86 1969-06-24 86 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-50 1957-06 95 1957-06 95 1957-07 97 1957-07 97 1957-08 98 1957-08 98 1957-09 96 1957-09 96 1957-10 95 1957-10 95 1957-11 95 1957-11 95 1957-12 95 1957-12 95 1958-01 90 1958-01 90 1958-02 88 1958-02 88 1958-03 89 1958-03 89 1958-04 89 1958-04 89 1958-05 89 1958-05 89 1958-06 92 1958-06 92 1958-07 92 1958-07 92 1958-08 94 1958-08 94 1958-09 90 1958-09 90 1958-10 90 1958-10 90 1958-11 110 1958-11 110 1958-12 110 1958-12 110 1959-01 110 1959-01 110 1959-02 110 1959-02 110 1959-03 110 1959-03 110 1959-04 110 1959-04 110 1959-05 110 1959-05 110 1959-06 112 1959-06 112 1959-07 116 1959-07 116 1959-08 116 1959-08 116 1959-09 110 1959-09 110 1959-10 110 1959-10 110 1959-11 109 1959-11 109 1959-12 108 1959-12 108 1960-01 108 1960-01 108 1960-02 109 1960-02 109 1960-03 108 1960-03 108 1960-04 108 1960-04 108 1960-05 109 1960-05 109 1960-06 111 1960-06 111 1960-07 110 1960-07 110 1960-08 110 1960-08 110 1960-09 109 1960-09 109 1960-10 108 1960-10 108 1962-03 110 1962-03 110 1962-04 114 1962-04 114 1962-05 114 1962-05 114 1962-06 114 1962-06 114 1962-07 118 1962-07 118 1962-08 120 1962-08 120 1962-09 120 1962-09 120 1962-10 118 1962-10 118 1962-11 118 1962-11 118 1962-12 117 1962-12 117 1963-01 116 1963-01 116 1963-02 115 1963-02 115 1963-03 115 1963-03 115 1963-04 115 1963-04 115 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-51 1952-06 83 1952-06 83 1952-07 83 1952-07 83 1952-08 85 1952-08 85 1952-09 84 1952-09 84 1952-10 84 1952-10 84 1952-11 84 1952-11 84 1952-12 82 1952-12 82 1953-01 82 1953-01 82 1953-02 81 1953-02 81 1953-03 82 1953-03 82 1953-04 82 1953-04 82 1953-05 82 1953-05 82 1953-06 82 1953-06 82 1953-07 82 1953-07 82 1953-08 86 1953-08 86 1953-09 86 1953-09 86 1953-10 85 1953-10 85 1953-11 84 1953-11 84 1953-12 83 1953-12 83 1954-01 82 1954-01 82 1954-02 82 1954-02 82 1954-03 82 1954-03 82 1954-04 82 1954-04 82 1954-05 82 1954-05 82 1954-06 82 1954-06 82 1954-07 83 1954-07 83 1954-08 84 1954-08 84 1954-09 83 1954-09 83 1954-10 85 1954-10 85 1954-11 76 1954-11 76 1954-12 76 1954-12 76 1955-01 76 1955-01 76 1955-02 76 1955-02 76 1955-03 78 1955-03 78 1955-04 78 1955-04 78 1955-05 78 1955-05 78 1955-06 92 1955-06 92 1955-07 90 1955-07 90 1955-08 93 1955-08 93 1955-09 95 1955-09 95 1955-10 92 1955-10 92 1955-11 90 1955-11 90 1955-12 92 1955-12 92 1956-01 88 1956-01 88 1956-02 96 1956-02 96 1956-03 106 1956-03 106 1956-04 90 1956-04 90 1956-05 90 1956-05 90 1956-06 92 1956-06 92 1956-07 94 1956-07 94 1956-08 96 1956-08 96 1956-09 95 1956-09 95 1956-10 94 1956-10 94 1956-11 95 1956-11 95 1956-12 93 1956-12 93 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-52 1938-11-16 62 1938-11-16 62 1938-11-29 61 1938-11-29 61 1938-12-03 62 1938-12-03 62 1938-12-16 62 1938-12-16 62 1938-12-29 61 1938-12-29 61 1939-01-14 62 1939-01-14 62 1939-01-27 60 1939-01-27 60 1939-02-10 62 1939-02-10 62 1939-02-24 62 1939-02-24 62 1939-03-10 62 1939-03-10 62 1939-03-24 62 1939-03-24 62 1939-04-03 62 1939-04-03 62 1939-04-21 61 1939-04-21 61 1939-05-05 62 1939-05-05 62 1939-05-19 64 1939-05-19 64 1939-05-31 63 1939-05-31 63 1939-06-26 64 1939-06-26 64 1939-08-01 67 1939-08-01 67 1939-08-15 68 1939-08-15 68 1939-09-03 67 1939-09-03 67 1939-11-11 64 1939-11-11 64 1939-11-25 64 1939-11-25 64 1939-12-11 64 1939-12-11 64 1939-12-21 64 1939-12-21 64 1940-01-06 63 1940-01-06 63 1940-01-20 64 1940-01-20 64 1940-02-06 62 1940-02-06 62 1940-02-20 64 1940-02-20 64 1940-03-05 63 1940-03-05 63 1940-03-19 63 1940-03-19 63 1940-04-03 63 1940-04-03 63 1940-04-16 63 1940-04-16 63 1940-04-30 63 1940-04-30 63 1940-05-14 64 1940-05-14 64 1940-05-30 66 1940-05-30 66 1940-06-10 66 1940-06-10 66 1940-06-24 68 1940-06-24 68 1940-07-19 68 1940-07-19 68 1940-08-22 69 1940-08-22 69 1940-09-18 68 1940-09-18 68 1940-10-03 66 1940-10-03 66 1951-01 84 1951-01 84 1951-04 84 1951-04 84 1951-06 83 1951-06 83 1951-07 85 1951-07 85 1951-08 85 1951-08 85 1951-09 84 1951-09 84 1951-10 83 1951-10 83 1951-11 82 1951-11 82 1951-12 82 1951-12 82 1952-01 82 1952-01 82 1952-02 82 1952-02 82 1952-03 82 1952-03 82 1952-04 82 1952-04 82 1952-05 82 1952-05 82 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-53 Note: The site was being pumped. 2000-07-27 71.20 Note: The site had been pumped recently. 2000-08-24 68.87 Note: The site had been pumped recently. 2000-08-24 68.87 2000-09-11 68.57 2000-09-11 68.57 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 704 352 Ground water data count: 2000-09-11 Ground water data end date: Ground water data begin date: 1936-05-22 1 Water quality data count: 1956-05-28 Water quality data end date: 1956-05-28 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: driller Source of depth data: 262 Hole depth: 235 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19350101 Date construction: Ground-water other than Spring Site type: Undulating Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2568.00 Altitude: 24000 Map scale: MOSCOW WEST Location map: SENESES07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.00210967 Dec lon: 46.73516527 Dec lat: 1170004 Longitude: 464407 Latitude: 39N 05W 07DAD3 Site name: 464407117000401 Site no: USGS Agency cd: E39 North 1/4 - 1/2 Mile Higher USGS3140893 FED USGS 1938-09-16 64 1938-09-16 64 1938-09-30 64 1938-09-30 64 1938-10-15 66 1938-10-15 66 1938-10-28 67 1938-10-28 67 1938-11-11 63 1938-11-11 63 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-54 Note: Foreign substance was present on the surface of the water. 1997-01-14 63.28 Note: Foreign substance was present on the surface of the water. 1997-01-14 63.28 1997-02-05 63.42 1997-02-05 63.42 1997-03-18 62.85 1997-03-18 62.85 1997-04-17 62.89 1997-04-17 62.89 1997-05-15 62.93 1997-05-15 62.93 1997-06-05 63.03 1997-06-05 63.03 1997-07-18 63.83 1997-07-18 63.83 1997-08-20 64.25 1997-08-20 64.25 1997-09-08 64.99 1997-09-08 64.99 1997-10-10 63.52 1997-10-10 63.52 1997-11-14 61.97 1997-11-14 61.97 1997-12-22 61.39 1997-12-22 61.39 1998-01-08 61.23 1998-01-08 61.23 1998-02-19 60.10 1998-02-19 60.10 1998-03-11 60.64 1998-03-11 60.64 1998-04-06 62.55 1998-04-06 62.55 1998-05-13 60.94 1998-05-13 60.94 1998-06-10 60.67 1998-06-10 60.67 1998-07-20 63.07 1998-07-20 63.07 Note: The site had been pumped recently. 1998-08-20 64.44 Note: The site had been pumped recently. 1998-08-20 64.44 1998-09-10 64.63 1998-09-10 64.63 Note: The site was being pumped. 1998-10-06 69.04 Note: The site was being pumped. 1998-10-06 69.04 1998-11-19 63.92 1998-11-19 63.92 1998-12-07 63.02 1998-12-07 63.02 1999-01-13 63.32 1999-01-13 63.32 1999-02-25 63.13 1999-02-25 63.13 1999-03-24 62.88 1999-03-24 62.88 1999-04-20 62.63 1999-04-20 62.63 1999-05-10 63.36 1999-05-10 63.36 1999-06-22 63.98 1999-06-22 63.98 1999-07-19 65.09 1999-07-19 65.09 Note: The site was being pumped. 1999-08-10 69.17 Note: The site was being pumped. 1999-08-10 69.17 1999-09-21 66.33 1999-09-21 66.33 1999-10-27 63.08 1999-10-27 63.08 1999-11-19 63.16 1999-11-19 63.16 1999-12-15 65.53 1999-12-15 65.53 2000-01-14 65.22 2000-01-14 65.22 2000-02-10 64.89 2000-02-10 64.89 2000-03-14 65.22 2000-03-14 65.22 2000-04-05 65.31 2000-04-05 65.31 2000-05-03 64.13 2000-05-03 64.13 2000-06-14 64.21 2000-06-14 64.21 Note: The site was being pumped. 2000-07-27 71.20 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-55 1994-12-14 57.90 1994-12-14 57.90 1995-01-20 58.53 1995-01-20 58.53 1995-02-14 58.13 1995-02-14 58.13 1995-03-14 58.44 1995-03-14 58.44 1995-04-11 59.20 1995-04-11 59.20 1995-05-16 58.41 1995-05-16 58.41 1995-06-13 58.68 1995-06-13 58.68 Note: The site was being pumped. 1995-07-12 65.47 Note: The site was being pumped. 1995-07-12 65.47 Note: The site was being pumped. 1995-08-14 67.85 Note: The site was being pumped. 1995-08-14 67.85 1995-09-11 62.20 1995-09-11 62.20 Note: The site was being pumped. 1995-10-24 66.00 Note: The site was being pumped. 1995-10-24 66.00 1995-11-20 62.19 1995-11-20 62.19 1995-12-11 62.11 1995-12-11 62.11 1996-01-24 62.38 1996-01-24 62.38 1996-02-13 63.35 1996-02-13 63.35 1996-03-12 63.33 1996-03-12 63.33 Note: The site was being pumped. 1996-04-19 67.82 Note: The site was being pumped. 1996-04-19 67.82 Note: The site was being pumped. 1996-05-14 67.33 Note: The site was being pumped. 1996-05-14 67.33 1996-06-14 62.45 1996-06-14 62.45 1996-07-08 62.68 1996-07-08 62.68 Note: Foreign substance was present on the surface of the water. 1996-08-16 63.18 Note: Foreign substance was present on the surface of the water. 1996-08-16 63.18 Note: Foreign substance was present on the surface of the water. 1996-09-11 64.01 Note: Foreign substance was present on the surface of the water. 1996-09-11 64.01 Note: Foreign substance was present on the surface of the water. 1996-10-22 64.02 Note: Foreign substance was present on the surface of the water. 1996-10-22 64.02 Note: Foreign substance was present on the surface of the water. 1996-11-18 64.18 Note: Foreign substance was present on the surface of the water. 1996-11-18 64.18 Note: Foreign substance was present on the surface of the water. 1996-12-18 64.07 Note: Foreign substance was present on the surface of the water. 1996-12-18 64.07 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-56 1991-02-19 54.04 1991-02-19 54.04 1991-03-21 54.16 1991-03-21 54.16 1991-04-16 54.20 1991-04-16 54.20 1991-05-23 54.89 1991-05-23 54.89 1991-06-24 54.47 1991-06-24 54.47 1991-07-18 54.87 1991-07-18 54.87 1991-08-22 55.43 1991-08-22 55.43 1991-09-23 55.95 1991-09-23 55.95 1991-10-21 54.98 1991-10-21 54.98 1991-11-27 55.97 1991-11-27 55.97 1991-12-19 55.55 1991-12-19 55.55 1992-01-22 55.84 1992-01-22 55.84 1992-02-28 56.37 1992-02-28 56.37 1992-03-16 56.11 1992-03-16 56.11 1992-04-23 56.39 1992-04-23 56.39 1992-05-19 55.76 1992-05-19 55.76 1992-06-24 55.63 1992-06-24 55.63 Note: Foreign substance was present on the surface of the water. 1992-07-20 56.06 Note: Foreign substance was present on the surface of the water. 1992-07-20 56.06 1992-08-26 57.13 1992-08-26 57.13 1992-09-23 56.41 1992-09-23 56.41 1992-10-19 56.53 1992-10-19 56.53 1992-11-23 56.69 1992-11-23 56.69 1992-12-16 56.22 1992-12-16 56.22 1993-01-26 56.57 1993-01-26 56.57 1993-02-23 55.91 1993-02-23 55.91 1993-03-24 55.98 1993-03-24 55.98 1993-04-22 56.04 1993-04-22 56.04 1993-05-25 55.91 1993-05-25 55.91 1993-06-16 56.50 1993-06-16 56.50 1993-07-21 56.76 1993-07-21 56.76 1993-08-18 57.12 1993-08-18 57.12 1993-09-24 57.37 1993-09-24 57.37 1993-10-26 57.64 1993-10-26 57.64 1993-11-18 56.99 1993-11-18 56.99 1993-12-14 56.33 1993-12-14 56.33 1994-01-20 56.52 1994-01-20 56.52 1994-02-24 56.40 1994-02-24 56.40 1994-03-17 56.78 1994-03-17 56.78 1994-04-20 56.50 1994-04-20 56.50 1994-05-25 56.56 1994-05-25 56.56 1994-06-22 56.80 1994-06-22 56.80 Note: The site was being pumped. 1994-07-20 64.56 Note: The site was being pumped. 1994-07-20 64.56 Note: The site was being pumped. 1994-08-23 64.37 Note: The site was being pumped. 1994-08-23 64.37 1994-09-20 59.26 1994-09-20 59.26 1994-10-18 58.79 1994-10-18 58.79 1994-11-15 58.29 1994-11-15 58.29 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-57 1967-01 84 1967-01 84 1967-02 84 1967-02 84 1967-03 84 1967-03 84 1967-04 84 1967-04 84 1967-05 84 1967-05 84 1967-06 84 1967-06 84 1967-07 84 1967-07 84 1967-08 84 1967-08 84 1972-06-20 65.48 1972-06-20 65.48 1973-03-21 64.67 1973-03-21 64.67 1985-03-15 58.78 1985-03-15 58.78 1987-09-15 59.28 1987-09-15 59.28 1987-10-28 54.66 1987-10-28 54.66 1987-11-19 54.87 1987-11-19 54.87 1987-12-19 55.20 1987-12-19 55.20 1988-01-21 55.67 1988-01-21 55.67 1988-02-19 55.31 1988-02-19 55.31 1988-03-18 54.37 1988-03-18 54.37 1988-04-18 54.66 1988-04-18 54.66 1988-05-11 54.45 1988-05-11 54.45 1988-06-24 54.10 1988-06-24 54.10 1988-07-18 54.17 1988-07-18 54.17 1988-08-26 55.83 1988-08-26 55.83 1988-09-30 54.49 1988-09-30 54.49 1988-10-31 54.05 1988-10-31 54.05 1988-11-21 53.72 1988-11-21 53.72 1988-12-22 53.24 1988-12-22 53.24 1989-01-12 54.04 1989-01-12 54.04 1989-02-22 53.37 1989-02-22 53.37 1989-03-27 53.31 1989-03-27 53.31 1989-04-14 53.06 1989-04-14 53.06 1989-05-18 53.00 1989-05-18 53.00 1989-06-15 53.13 1989-06-15 53.13 1989-07-11 53.52 1989-07-11 53.52 1989-08-22 53.90 1989-08-22 53.90 1989-09-18 53.77 1989-09-18 53.77 1989-10-26 53.83 1989-10-26 53.83 1989-11-14 53.50 1989-11-14 53.50 1989-12-07 53.39 1989-12-07 53.39 1990-01-18 53.41 1990-01-18 53.41 1990-02-22 53.92 1990-02-22 53.92 1990-03-19 53.58 1990-03-19 53.58 1990-04-25 53.47 1990-04-25 53.47 1990-05-25 53.89 1990-05-25 53.89 1990-06-20 53.93 1990-06-20 53.93 1990-07-23 54.11 1990-07-23 54.11 1990-08-29 54.48 1990-08-29 54.48 1990-09-20 54.81 1990-09-20 54.81 1990-10-10 54.84 1990-10-10 54.84 1990-11-29 54.67 1990-11-29 54.67 Note: The site had been pumped recently. 1990-12-20 55.00 Note: The site had been pumped recently. 1990-12-20 55.00 1991-01-10 54.92 1991-01-10 54.92 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-58 1958-04 98 1958-04 98 1958-06 100 1958-06 100 1958-07 100 1958-07 100 1958-08 103 1958-08 103 1958-09 101 1958-09 101 1958-10 100 1958-10 100 1958-11 100 1958-11 100 1958-12 98 1958-12 98 1959-01 98 1959-01 98 1959-02 98 1959-02 98 1959-03 98 1959-03 98 1959-04 98 1959-04 98 1959-05 98 1959-05 98 1959-06 98 1959-06 98 1959-07 108 1959-07 108 1959-08 122 1959-08 122 1959-09 119 1959-09 119 1959-10 118 1959-10 118 1959-11 117 1959-11 117 1959-12 116 1959-12 116 1960-01 116 1960-01 116 1960-02 120 1960-02 120 1960-03 120 1960-03 120 1960-04 123 1960-04 123 1960-05 126 1960-05 126 1960-06 129 1960-06 129 1960-07 138 1960-07 138 1960-08 138 1960-08 138 1960-09 138 1960-09 138 1960-10 138 1960-10 138 1962-06 131 1962-06 131 1962-07 131 1962-07 131 1962-08 131 1962-08 131 1962-09 131 1962-09 131 1963-05 130 1963-05 130 1963-06 138 1963-06 138 1963-07 138 1963-07 138 1963-08 138 1963-08 138 1963-09 138 1963-09 138 1963-10-14 145 1963-10-14 145 1963-11 138 1963-11 138 1963-12 138 1963-12 138 1964-01 138 1964-01 138 1964-02-15 138 1964-02-15 138 1964-06 139 1964-06 139 1964-07 139 1964-07 139 1964-08 139 1964-08 139 1964-09 139 1964-09 139 1964-10 139 1964-10 139 1964-11-18 139 1964-11-18 139 1966-08 81 1966-08 81 1966-09 81 1966-09 81 1966-10 84 1966-10 84 1966-11 84 1966-11 84 1966-12 84 1966-12 84 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-59 1940-04-30 63 1940-04-30 63 1940-05-14 64 1940-05-14 64 1940-05-30 64 1940-05-30 64 1940-06-10 66 1940-06-10 66 1940-06-24 68 1940-06-24 68 1940-07-19 69 1940-07-19 69 1940-08-22 69 1940-08-22 69 1940-09-18 68 1940-09-18 68 1940-10-03 67 1940-10-03 67 1951-01 81 1951-01 81 1951-02 82 1951-02 82 1951-03 83 1951-03 83 1951-05 84 1951-05 84 1951-06 84 1951-06 84 1951-07 82 1951-07 82 1951-08 85 1951-08 85 1951-09 86 1951-09 86 1951-10 84 1951-10 84 1951-12 86 1951-12 86 1952-06 86 1952-06 86 1952-07 82 1952-07 82 1952-08 83 1952-08 83 1952-09 84 1952-09 84 1953-05 84 1953-05 84 1953-06 84 1953-06 84 1953-07 84 1953-07 84 1953-08 88 1953-08 88 1953-10 88 1953-10 88 1954-05 82 1954-05 82 1954-08 88 1954-08 88 1955-05 88 1955-05 88 1955-06 88 1955-06 88 1955-07 97 1955-07 97 1955-08 97 1955-08 97 1955-09 101 1955-09 101 1955-10 100 1955-10 100 1955-11 100 1955-11 100 1956-01 96 1956-01 96 1956-02 94 1956-02 94 1956-03 94 1956-03 94 1956-08 102 1956-08 102 1956-09 102 1956-09 102 1956-10 101 1956-10 101 1956-11 100 1956-11 100 1956-12 100 1956-12 100 1957-06 100 1957-06 100 1957-07 100 1957-07 100 1957-08 100 1957-08 100 1957-09 99 1957-09 99 1957-10 98 1957-10 98 1957-11 98 1957-11 98 1957-12 98 1957-12 98 1958-01 98 1958-01 98 1958-02 98 1958-02 98 1958-03 98 1958-03 98 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-60 1937-10-01 64 1937-10-01 64 1937-10-15 64 1937-10-15 64 1937-11-12 64 1937-11-12 64 1937-12-02 62 1937-12-02 62 1937-12-30 62 1937-12-30 62 1938-01-13 62 1938-01-13 62 1938-01-26 62 1938-01-26 62 1938-02-28 60 1938-02-28 60 1938-03-08 60 1938-03-08 60 1938-03-23 60 1938-03-23 60 1938-04-05 60 1938-04-05 60 1938-04-19 60 1938-04-19 60 1938-05-03 60 1938-05-03 60 1938-05-17 60 1938-05-17 60 1938-06-01 61 1938-06-01 61 1938-06-15 62 1938-06-15 62 1938-06-28 62 1938-06-28 62 1938-07-20 63 1938-07-20 63 1938-07-31 64 1938-07-31 64 1938-09-16 64 1938-09-16 64 1938-09-30 64 1938-09-30 64 1938-10-15 66 1938-10-15 66 1938-10-28 67 1938-10-28 67 1938-11-11 63 1938-11-11 63 1938-12-03 62 1938-12-03 62 1938-12-16 62 1938-12-16 62 1938-12-29 61 1938-12-29 61 1939-01-14 62 1939-01-14 62 1939-01-27 61 1939-01-27 61 1939-02-10 62 1939-02-10 62 1939-02-24 62 1939-02-24 62 1939-03-10 62 1939-03-10 62 1939-03-24 62 1939-03-24 62 1939-04-03 62 1939-04-03 62 1939-04-21 62 1939-04-21 62 1939-05-05 62 1939-05-05 62 1939-05-19 64 1939-05-19 64 1939-05-31 63 1939-05-31 63 1939-06-26 64 1939-06-26 64 1939-07-19 68 1939-07-19 68 1939-08-01 67 1939-08-01 67 1939-08-16 68 1939-08-16 68 1939-09-03 67 1939-09-03 67 1939-10-29 65 1939-10-29 65 1939-11-11 64 1939-11-11 64 1939-12-11 64 1939-12-11 64 1939-12-21 64 1939-12-21 64 1940-01-06 63 1940-01-06 63 1940-01-20 64 1940-01-20 64 1940-02-06 63 1940-02-06 63 1940-02-20 64 1940-02-20 64 1940-03-05 63 1940-03-05 63 1940-03-19 63 1940-03-19 63 1940-04-03 63 1940-04-03 63 1940-04-16 63 1940-04-16 63 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-61 F41 South 1/4 - 1/2 Mile Higher ID4000000132979 ID WELLS QQ Datasource: Mar 26 1992 Construction: 0 Total depth: 25 Casing depth: 0 Casing diam: 8 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: SWEET AVE - BETWEEN COLLEGE Well address: 0 Govt lotnum: NE Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 228 Driller lic: PONDEROSA DRILLING & DEVELOPMENT INC Driller: TERAGRAPHICS ENVIRONMENTAL ENGINEERING Owner: Not Reported Metal tagnum: 747589 Permit id: 280103 Well id: F40 South 1/4 - 1/2 Mile Higher ID4000000132980 ID WELLS 1936-05-22 60 1936-05-22 60 1936-05-28 61 1936-05-28 61 1936-06-04 60 1936-06-04 60 1936-06-11 60 1936-06-11 60 1936-06-18 61 1936-06-18 61 1936-06-24 61 1936-06-24 61 1936-07-02 61 1936-07-02 61 1936-07-08 62 1936-07-08 62 1936-07-23 63 1936-07-23 63 1936-07-29 63 1936-07-29 63 1937-06-09 61 1937-06-09 61 1937-06-23 61 1937-06-23 61 1937-07-07 62 1937-07-07 62 1937-07-21 64 1937-07-21 64 1937-07-27 64 1937-07-27 64 1937-08-05 63 1937-08-05 63 1937-08-18 63 1937-08-18 63 1937-09-03 63 1937-09-03 63 1937-09-15 64 1937-09-15 64 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-62 QQ Datasource: Apr 30 1993 Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 8 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: SWEET AVE, MW-15D, SEE REMARKS Well address: 0 Govt lotnum: NE Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 228 Driller lic: PONDEROSA DRILLING & DEVELOPMENT INC Driller: GRITMAN CONSTRUCTION CO Owner: Not Reported Metal tagnum: 747634 Permit id: 280150 Well id: F42 South 1/4 - 1/2 Mile Higher ID4000000132981 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 10 Surface diam: 99999 Static water: 0 Production: Commercial Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NE Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 9999 Driller lic: ANONYMOUS DRILLER Driller: Not Reported Owner: Not Reported Metal tagnum: 747992 Permit id: 279763 Well id: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-63 8 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: SWEET AVE, MW-15D, SEE REMARKS Well address: 0 Govt lotnum: NE Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 228 Driller lic: PONDEROSA DRILLING & DEVELOPMENT INC Driller: TERRAGRAPHICS ENVIRONMENTAL ENGINEERING Owner: Not Reported Metal tagnum: 747634 Permit id: 280150 Well id: F44 South 1/4 - 1/2 Mile Higher ID4000000132982 ID WELLS QQ Datasource: May 1 1993 Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 8 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: SWEET AVE, SEE REMARKS, MW-16D Well address: 0 Govt lotnum: NE Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 228 Driller lic: PONDEROSA DRILLING & DEVELOPMENT INC Driller: TERRAGRAPHICS ENVIRONMENTAL ENGINEERING Owner: Not Reported Metal tagnum: 747635 Permit id: 280151 Well id: F43 South 1/4 - 1/2 Mile Higher ID4000000132983 ID WELLS Map ID Direction Distance Elevation EDR ID Number Database GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-64 G46 SW 1/4 - 1/2 Mile Higher ID4000000132974 ID WELLS 1921-01-01 68.00 1921 68 1938-02-25 85 1935-11 89 1942 97 1940-01 84 1958-12-16 126 1955-03-29 110 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 8 8 Ground water data count: 1958-12-16 Ground water data end date: Ground water data begin date: 1921-00-00 1 Water quality data count: 1955-03-29 Water quality data end date: 1955-03-29 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: driller Source of depth data: 330 Hole depth: 313 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19200201 Date construction: Ground-water other than Spring Site type: Undulating Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2618.00 Altitude: 24000 Map scale: MOSCOW WEST Location map: SENENWS18 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.01238759 Dec lon: 46.72710955 Dec lat: 1170041 Longitude: 464338 Latitude: 39N 05W 18BAD1 Site name: 464338117004101 Site no: USGS Agency cd: 45 WSW 1/4 - 1/2 Mile Higher USGS3141013 FED USGS QQ Datasource: Apr 30 1993 Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-65 QQ Datasource: Sep 4 1996 Construction: 0 Total depth: 38 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: INTERSECTION OF LINE STREET AND UNIVERSITY AVENUE Well address: 0 Govt lotnum: NE Q: SW Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: Not Reported Metal tagnum: 747867 Permit id: 279616 Well id: G47 SW 1/4 - 1/2 Mile Higher ID4000000132973 ID WELLS QQ Datasource: Sep 5 1996 Construction: 0 Total depth: 50 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: INTERSECTION OF LINE STREET AND UNIVERSITY AVENUE Well address: 0 Govt lotnum: NE Q: SW Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: Not Reported Metal tagnum: 747868 Permit id: 279617 Well id: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-66 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: INTERSECTION OF LINE STREET AND UNIVERSITY AVENUE Well address: 0 Govt lotnum: NE Q: SW Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: BENEWAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: UNIVERSITY OF IDAHO REGENTS Owner: Not Reported Metal tagnum: 0 Permit id: 279620 Well id: G49 SW 1/4 - 1/2 Mile Higher ID4000000132977 ID WELLS QQ Datasource: Sep 6 1996 Construction: 0 Total depth: 47 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: INTERSECTION OF LINE STREET AND UNIVERSITY AVENUE Well address: 0 Govt lotnum: NE Q: SW Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: Not Reported Metal tagnum: 747869 Permit id: 279618 Well id: G48 SW 1/4 - 1/2 Mile Higher ID4000000132975 ID WELLS Map ID Direction Distance Elevation EDR ID Number Database GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-67 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 1439 MOSCOW/PULLMAN HIGHWAY Well address: 0 Govt lotnum: SW Q: Not Reported Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: ENVIRONMENTAL WEST EXPLORATION INC Owner: Not Reported Metal tagnum: 0 Permit id: 279469 Well id: H51 NW 1/2 - 1 Mile Higher ID4000000133218 ID WELLS QQ Datasource: Sep 7 1996 Construction: 0 Total depth: 25 Casing depth: 0 Casing diam: 2 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: INTERSECTION OF LINE STREET AND UNIVERSITY AVENUE Well address: 0 Govt lotnum: NE Q: SW Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: Not Reported Metal tagnum: 747870 Permit id: 279619 Well id: G50 SW 1/4 - 1/2 Mile Higher ID4000000132976 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-68 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 1439 MOSCOW/PULLMAN HIGHWAY Well address: 0 Govt lotnum: SW Q: Not Reported Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: ENVIRONMENTAL WEST EXPLORATION INC Owner: Not Reported Metal tagnum: 0 Permit id: 279470 Well id: H53 NW 1/2 - 1 Mile Higher ID4000000133219 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 1439 MOSCOW/PULLMAN HIGHWAY Well address: 0 Govt lotnum: SW Q: Not Reported Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: ENVIRONMENTAL WEST EXPLORATION INC Owner: Not Reported Metal tagnum: 0 Permit id: 279468 Well id: H52 NW 1/2 - 1 Mile Higher ID4000000133217 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-69 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 1439 MOSCOW/PULLMAN HIGHWAY Well address: 0 Govt lotnum: SW Q: Not Reported Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: ENVIRONMENTAL WEST EXPLORATION INC Owner: Not Reported Metal tagnum: 0 Permit id: 279471 Well id: H55 NW 1/2 - 1 Mile Higher ID4000000133220 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 1439 MOSCOW/PULLMAN HIGHWAY Well address: 0 Govt lotnum: SW Q: Not Reported Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: ENVIRONMENTAL WEST EXPLORATION INC Owner: Not Reported Metal tagnum: 0 Permit id: 279472 Well id: H54 NW 1/2 - 1 Mile Higher ID4000000133221 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-70 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: FAIRCO INC Owner: Not Reported Metal tagnum: 0 Permit id: 279543 Well id: I57 SSE 1/2 - 1 Mile Higher ID4000000132874 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: AGI TECHNOLOGIES Owner: Not Reported Metal tagnum: 0 Permit id: 279543 Well id: I56 SSE 1/2 - 1 Mile Higher ID4000000132873 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-71 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: FAIRCO INC Owner: Not Reported Metal tagnum: 0 Permit id: 279542 Well id: I59 SSE 1/2 - 1 Mile Higher ID4000000132872 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: AGI TECHNOLOGIES Owner: Not Reported Metal tagnum: 0 Permit id: 279542 Well id: I58 SSE 1/2 - 1 Mile Higher ID4000000132871 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-72 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: FAIRCO INC Owner: Not Reported Metal tagnum: 0 Permit id: 279545 Well id: I61 SSE 1/2 - 1 Mile Higher ID4000000132878 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: AGI TECHNOLOGIES Owner: Not Reported Metal tagnum: 0 Permit id: 279545 Well id: I60 SSE 1/2 - 1 Mile Higher ID4000000132877 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-73 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: FAIRCO INC Owner: Not Reported Metal tagnum: 0 Permit id: 279544 Well id: I63 SSE 1/2 - 1 Mile Higher ID4000000132876 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: AGI TECHNOLOGIES Owner: Not Reported Metal tagnum: 0 Permit id: 279544 Well id: I62 SSE 1/2 - 1 Mile Higher ID4000000132875 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-74 0 Surface diam: 99999 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 122 WEST E STREET Well address: 0 Govt lotnum: NW Q: SW Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: GTE NORTHWEST INC Owner: Not Reported Metal tagnum: 0 Permit id: 280157 Well id: J65 NNE 1/2 - 1 Mile Higher ID4000000133261 ID WELLS QQ Datasource: Jul 31 2000 Construction: 30 Total depth: -15 Casing depth: 2 Casing diam: 2 Surface diam: 20 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: KIBBIE DOME Well address: 0 Govt lotnum: NW Q: SE Qq: SE Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 485 Driller lic: ENVIRONMENTAL WEST EXPLORATION INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: D0013474 Metal tagnum: 765339 Permit id: 337335 Well id: 64 SW 1/2 - 1 Mile Higher ID4000000132937 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-75 2 Surface diam: 7 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: STATE HIGHWAY 8 AT JACKSON STREET (MW#9) Well address: 0 Govt lotnum: NE Q: Not Reported Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 485 Driller lic: ENVIRONMENTAL WEST EXPLORATION INC Driller: STATE OF IDAHO Owner: Not Reported Metal tagnum: 747913 Permit id: 279680 Well id: K67 SW 1/2 - 1 Mile Higher ID4000000132917 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 2 Surface diam: 1 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 122 WEST E STREET Well address: 0 Govt lotnum: NW Q: SW Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 9999 Driller lic: ANONYMOUS DRILLER Driller: GTE NORTHWEST INC Owner: Not Reported Metal tagnum: 747640 Permit id: 280158 Well id: J66 NNE 1/2 - 1 Mile Higher ID4000000133262 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-76 99 Surface diam: 99999 Static water: 0 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 701/703 TAYLOR Well address: 0 Govt lotnum: NE Q: Not Reported Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 9999 Driller lic: ANONYMOUS DRILLER Driller: JOE HAENER Owner: Not Reported Metal tagnum: 747919 Permit id: 279686 Well id: K69 SW 1/2 - 1 Mile Higher ID4000000132919 ID WELLS QQ Datasource: Jun 12 1997 Construction: 0 Total depth: 10 Casing depth: 0 Casing diam: 2 Surface diam: 14 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: STATE HIGHWAY 8 AT JACKSON STREET (MW#13) Well address: 0 Govt lotnum: NE Q: Not Reported Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 485 Driller lic: ENVIRONMENTAL WEST EXPLORATION INC Driller: STATE OF IDAHO Owner: Not Reported Metal tagnum: 747914 Permit id: 279681 Well id: K68 SW 1/2 - 1 Mile Higher ID4000000132918 ID WELLS QQ Datasource: Jun 11 1997 Construction: 0 Total depth: 15 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-77 2 Surface diam: 16 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: UNIVERSITY OF ID GOLF COURSE Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: PETROLEUM STORAGE TANK FUND Owner: D0010342 Metal tagnum: 763469 Permit id: 335465 Well id: L71 SW 1/2 - 1 Mile Higher ID4000000132966 ID WELLS QQ Datasource: Mar 8 2000 Construction: 30 Total depth: -28 Casing depth: 2 Casing diam: 8 Surface diam: 16 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: UNIVERSITY OF ID GOLF COURSE Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: D0010341 Metal tagnum: 763468 Permit id: 335464 Well id: L70 SW 1/2 - 1 Mile Higher ID4000000132965 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-78 8 Surface diam: 16 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: UNIVERSITY OF ID GOLF COURSE Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: PETROLEUM STORAGE TANK FUND Owner: D0010341 Metal tagnum: 763468 Permit id: 335464 Well id: L73 SW 1/2 - 1 Mile Higher ID4000000132964 ID WELLS QQ Datasource: Mar 7 2000 Construction: 35 Total depth: 5 Casing depth: 4 Casing diam: 4 Surface diam: 16 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: UNIVERSITY OF ID GOLF COURSE Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: PETROLEUM STORAGE TANK FUND Owner: D0010340 Metal tagnum: 763466 Permit id: 335462 Well id: L72 SW 1/2 - 1 Mile Higher ID4000000132963 ID WELLS QQ Datasource: Mar 7 2000 Construction: 25 Total depth: -10 Casing depth: 2 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-79 2 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: U OF I GOLF COURSE MAINT BLDG-ORIGINAL HOLE NO 10342 Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 554 Driller lic: BORETEC INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: D0017229 Metal tagnum: 768943 Permit id: 340934 Well id: L75 SW 1/2 - 1 Mile Higher ID4000000132970 ID WELLS QQ Datasource: May 18 2001 Construction: 25 Total depth: 10 Casing depth: 2 Casing diam: 2 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: U OF I GOLF COURSE MAINT BLDG-ORIGINAL HOLE NO 10342 Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 554 Driller lic: BORETEC INC Driller: IDAHO PETROLEUM STORAGE TANK FUND Owner: D0017229 Metal tagnum: 768943 Permit id: 340934 Well id: L74 SW 1/2 - 1 Mile Higher ID4000000132969 ID WELLS QQ Datasource: Mar 8 2000 Construction: 30 Total depth: -28 Casing depth: 2 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-80 4 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: U O I GOLFCOURSE MAINT BLDG-ORIGINAL HOLE NO 10340 Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 554 Driller lic: BORETEC INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: D0017227 Metal tagnum: 768941 Permit id: 340932 Well id: L77 SW 1/2 - 1 Mile Higher ID4000000132968 ID WELLS QQ Datasource: Mar 7 2000 Construction: 25 Total depth: -10 Casing depth: 2 Casing diam: 2 Surface diam: 16 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: UNIVERSITY OF ID GOLF COURSE Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 474 Driller lic: RUEN DRILLING INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: D0010342 Metal tagnum: 763469 Permit id: 335465 Well id: L76 SW 1/2 - 1 Mile Higher ID4000000132967 ID WELLS QQ Datasource: May 18 2001 Construction: 25 Total depth: 10 Casing depth: 2 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-81 1963-08 85 1963-07 89 1963-10 97 1963-09 85 1964-07 69 1964-06 69 1964-09 75 1964-08 69 1964-11 97 1964-10 75 1965-08-27 88 1965-02 89 1988-11-21 38.02 1988-09-29 41.06 1989-03-27 37.88 1989-01-12 37.77 1989-07-10 38.45 1989-05-18 35.17 Note: The measurement was discontinued. 1989-07-31 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 103 103 Ground water data count: 1989-07-31 Ground water data end date: Ground water data begin date: 1951-02-24 1 Water quality data count: 1955-03-29 Water quality data end date: 1955-03-29 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: driller Source of depth data: 355 Hole depth: 354 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19510224 Date construction: Ground-water other than Spring Site type: Undulating Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2552.00 Altitude: 24000 Map scale: MOSCOW WEST Location map: SWSESWS07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -117.01738787 Dec lon: 46.73099841 Dec lat: 1170059 Longitude: 464352 Latitude: 39N 05W 07CDC1 Site name: 464352117005901 Site no: USGS Agency cd: 78 West 1/2 - 1 Mile Lower USGS3140873 FED USGS QQ Datasource: May 18 2001 Construction: 35 Total depth: 5 Casing depth: 4 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-82 79 WNW 1/2 - 1 Mile Higher USGS3140882 FED USGS 1952-05-13 52 1951-02-24 50 1953-09 83 1953-08 85 1955-08 85 1953-10 75 1955-10 90 1955-09 90 1956-01 78 1955-12 85 1956-07 75 1956-02 85 1956-09 80 1956-08 75 1957-08 81 1957-06 69 1957-10 79 1957-09 83 1957-12 78 1957-11 72 1958-02 70 1958-01-08 70 1958-04 68 1958-03 69 1958-06 77 1958-05 71 1958-08 91 1958-07 75 1958-10 93 1958-09 97 1958-12 89 1958-11 92 1959-01 89 1958-12-17 93 1959-03 89 1959-02 89 1959-06 89 1959-05 85 1959-08 104 1959-07 90 1959-10 87 1959-09 93 1960-01 81 1959-11 85 1960-03 89 1960-02 83 1960-05 88 1960-04 87 1960-07 102 1960-06 90 1960-09 84 1960-08 90 1960-11 87 1960-10 86 1961-01 83 1960-12 85 1961-04 75 1961-02 85 1961-06 73 1961-05 72 1961-08 85 1961-07 83 1961-10 85 1961-09 89 1961-12 77 1961-11 83 1962-02 75 1962-01 75 1962-04 73 1962-03 65 1962-06 75 1962-05 75 1962-08 85 1962-07 89 1962-10 97 1962-09 85 1962-12 91 1962-11 89 1963-02 83 1963-01 89 1963-04 79 1963-03 83 1963-06 81 1963-05 78 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-83 1955-11-01 47.18 1965-08-27 46.84 1965-08 47.11 1965-09-14 46.59 1965-09-03 46.63 1965-10-01 46.52 1965-09-24 46.44 1965-10-15 46.14 1965-10-08 46.12 1965-10-29 46.21 1965-10-22 46.47 1965-11-12 48.31 1965-11-05 46.12 1965-11-27 45.96 1965-11-19 47.59 1965-12-11 45.57 1965-12-04 45.60 1965-12-24 42.97 1965-12-17 45.17 1966-01-22 44.54 1966-01-08 43.06 1966-02-05 44.42 1966-01-30 44.20 1966-02-19 44.10 1966-02-12 45.15 1966-03-05 44.10 1966-02-26 43.93 1966-03-22 43.74 1966-03-12 43.89 1966-04-02 43.80 1966-03-26 43.67 1966-04-16 43.25 1966-04-09 43.92 1966-04-30 45.52 1966-04-23 43.34 1966-05-14 44.72 1966-05-07 44.70 1966-05-28 44.18 1966-05-21 43.46 1966-08-05 42.86 1966-06-04 43.77 1966-12-15 42.14 1966-10-07 42.59 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 43 43 Ground water data count: 1966-12-15 Ground water data end date: Ground water data begin date: 1955-11-01 0 Water quality data count: 0000-00-00 Water quality data end date: 0000-00-00 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: Not Reported Source of depth data: Not Reported Hole depth: Not Reported Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19551027 Date construction: Ground-water other than Spring Site type: Valley flat Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2540.00 Altitude: 24000 Map scale: MOSCOW WEST Location map: SWSW S07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: M Coor accr: M Coor meth: -117.01766572 Dec lon: 46.73322065 Dec lat: 1170100 Longitude: 464400 Latitude: 39N 05W 07CC 1 Site name: 464400117010001 Site no: USGS Agency cd: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-84 8 Surface diam: 30 Static water: 10 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NE Q: Not Reported Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 13 Driller lic: ALVA E SPRAY WELL DRILLING Driller: FRANK HALVERSON Owner: Not Reported Metal tagnum: 747021 Permit id: 280312 Well id: M81 NE 1/2 - 1 Mile Higher ID4000000133226 ID WELLS QQ Datasource: Sep 23 1988 Construction: 0 Total depth: 65 Casing depth: 0 Casing diam: 8 Surface diam: 84 Static water: .5 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: NE Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 376 Driller lic: MC PHERSON & WRIGHT DRILLING Driller: WILLIAM VENOSDEL Owner: Not Reported Metal tagnum: 747483 Permit id: 279997 Well id: 80 SE 1/2 - 1 Mile Higher ID4000000132870 ID WELLS Map ID Direction Distance Elevation EDR ID Number Database GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-85 10 Surface diam: 69 Static water: 99999 Production: Cathodic Protection Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 8" WAIVER - MAIN STREET & THIRD Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 545 Driller lic: STUIVENGA VESSEY DRILLING Driller: PREMIER CATHODIC PROTECTION Owner: D0005470 Metal tagnum: 747990 Permit id: 279761 Well id: N83 NE 1/2 - 1 Mile Higher ID4000000133263 ID WELLS QQ Datasource: Jul 12 1968 Construction: 0 Total depth: 98 Casing depth: 0 Casing diam: 8 Surface diam: 30 Static water: 10 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NE Q: Not Reported Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 13 Driller lic: ALVA E SPRAY WELL DRILLING Driller: JOHN NUTTERVILLE Owner: Not Reported Metal tagnum: 747021 Permit id: 280312 Well id: M82 NE 1/2 - 1 Mile Higher ID4000000133227 ID WELLS QQ Datasource: Jul 12 1968 Construction: 0 Total depth: 98 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-86 14 Surface diam: 275 Static water: 1150 Production: Municipal Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 47 Driller lic: ENGLEMAN WELL DRILLING Driller: CITY OF MOSCOW Owner: Not Reported Metal tagnum: 746965 Permit id: 280256 Well id: N85 NE 1/2 - 1 Mile Higher ID4000000133265 ID WELLS QQ Datasource: Dec 20 1956 Construction: 0 Total depth: 14 Casing depth: 0 Casing diam: 28 Surface diam: 110 Static water: 2000 Production: Municipal Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 9999 Driller lic: ANONYMOUS DRILLER Driller: CITY OF MOSCOW Owner: Not Reported Metal tagnum: 746964 Permit id: 280255 Well id: N84 NE 1/2 - 1 Mile Higher ID4000000133264 ID WELLS QQ Datasource: Oct 12 1998 Construction: 0 Total depth: 40 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-87 16 Surface diam: 99999 Static water: 0 Production: Municipal Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: SUNRISE DRIVE WELL #8 Well address: 0 Govt lotnum: NW Q: SE Qq: NE Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 9999 Driller lic: ANONYMOUS DRILLER Driller: CITY OF MOSCOW Owner: Not Reported Metal tagnum: 746989 Permit id: 280280 Well id: O87 NW 1/2 - 1 Mile Higher ID4000000133276 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: 1436 PULLMAN RD. Well address: 0 Govt lotnum: SW Q: SW Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 485 Driller lic: ENVIRONMENTAL WEST EXPLORATION INC Driller: BUDGET OIL CO Owner: Not Reported Metal tagnum: 747620 Permit id: 280136 Well id: 86 West 1/2 - 1 Mile Lower ID4000000133127 ID WELLS QQ Datasource: May 25 1960 Construction: 0 Total depth: 905 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-88 1968-07-23 282 1968-07-23 282 1968-08 283 1968-08 283 1968-09-29 287 1968-09-29 287 1968-10 290 1968-10 290 1968-11 282 1968-11 282 1968-12 285 1968-12 285 1969-01 300 1969-01 300 1969-02 300 1969-02 300 1969-03 315 1969-03 315 1969-04 285 1969-04 285 1969-05 280 1969-05 280 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 206 103 Ground water data count: 1969-05-00 Ground water data end date: Ground water data begin date: 1960-04-27 0 Water quality data count: 0000-00-00 Water quality data end date: 0000-00-00 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: Not Reported Source of depth data: 1305 Hole depth: 1305 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: 19551020 Date construction: Ground-water other than Spring Site type: Undulating Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2588.00 Altitude: 24000 Map scale: MOSCOW EAST Location map: NWSENWS08 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -116.99544295 Dec lon: 46.74072098 Dec lat: 1165940 Longitude: 464427 Latitude: 39N 05W 08BDB1 Site name: 464427116594001 Site no: USGS Agency cd: 88 NNE 1/2 - 1 Mile Higher USGS3140907 FED USGS QQ Datasource: Dec 31 1964 Construction: 0 Total depth: 1000 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-89 1963-08 288 1963-08 288 1963-09 287 1963-09 287 1963-10 287 1963-10 287 1963-11 287 1963-11 287 1963-12 287 1963-12 287 1964-01 287 1964-01 287 1964-02 287 1964-02 287 1964-03 287 1964-03 287 1964-04 287 1964-04 287 1964-05 287 1964-05 287 1964-06 287 1964-06 287 1964-07 287 1964-07 287 1964-08 287 1964-08 287 1964-09 287 1964-09 287 1964-10 287 1964-10 287 1964-11 287 1964-11 287 1964-12 287 1964-12 287 1965-01 287 1965-01 287 1965-02 287 1965-02 287 1965-03 287 1965-03 287 1965-04 287 1965-04 287 1965-05 287 1965-05 287 1965-06 287 1965-06 287 1965-07 289 1965-07 289 1965-08 288 1965-08 288 1965-09 287 1965-09 287 1965-10 287 1965-10 287 1965-11 289 1965-11 289 1965-12 287 1965-12 287 1966-01 287 1966-01 287 1966-02 287 1966-02 287 1966-03 287 1966-03 287 1966-04 287 1966-04 287 1966-05 288 1966-05 288 1966-06 289 1966-06 289 1966-07 289 1966-07 289 1966-08 297 1966-08 297 1966-09 292 1966-09 292 1966-10 291 1966-10 291 1966-11 291 1966-11 291 1966-12 289 1966-12 289 1967-01 289.20 1967-01 289.20 1967-05-31 292 1967-05-31 292 1967-06-29 296 1967-06-29 296 1967-07-26 309 1967-07-26 309 1967-08-31 304 1967-08-31 304 1967-09-30 302 1967-09-30 302 1967-10-31 304 1967-10-31 304 1967-11 281 1967-11 281 1967-12 280 1967-12 280 1968-01 280 1968-01 280 1968-02 281 1968-02 281 1968-03 283 1968-03 283 1968-05-26 315 1968-05-26 315 1968-06 276 1968-06 276 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-90 24000 Map scale: MOSCOW WEST Location map: NESENWS07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: T Coor accr: M Coor meth: -117.01294353 Dec lon: 46.7401652 Dec lat: 1170043 Longitude: 464425 Latitude: 39N 05W 07BDA2 Site name: 464425117004301 Site no: USGS Agency cd: O89 NNW 1/2 - 1 Mile Higher USGS3140905 FED USGS 1960-04-27 287 1960-04-27 287 1960-08 284 1960-08 284 1960-09 284 1960-09 284 1960-10 285 1960-10 285 1960-11 286 1960-11 286 1960-12 287 1960-12 287 1961-01 287 1961-01 287 1961-02 287 1961-02 287 1961-03 288 1961-03 288 1961-04 288 1961-04 288 1961-05 287 1961-05 287 1961-06 285 1961-06 285 1961-07 286 1961-07 286 1961-08 286 1961-08 286 1961-09 285 1961-09 285 1961-10 285 1961-10 285 1961-11 284 1961-11 284 1961-12 285 1961-12 285 1962-01 285 1962-01 285 1962-02 285 1962-02 285 1962-03 285 1962-03 285 1962-04 285 1962-04 285 1962-05 285 1962-05 285 1962-06 285 1962-06 285 1962-07 287 1962-07 287 1962-08 286 1962-08 286 1962-09 286 1962-09 286 1962-10 285 1962-10 285 1962-11 285 1962-11 285 1962-12 285 1962-12 285 1963-01 285 1963-01 285 1963-02 286 1963-02 286 1963-03 286 1963-03 286 1963-04 286 1963-04 286 1963-05 286 1963-05 286 1963-06 286 1963-06 286 1963-07 288 1963-07 288 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-91 1966-04 328 1966-03 326 1966-06 325 1966-05 330 1966-08 318 1966-07 320 1966-10 321 1966-09 321 1966-12 319 1966-11 320 1967-02 326 1967-01 328 1967-04 324 1967-03 327 1967-06 328 1967-05 326 1967-08 337 1967-07-24 352 1967-10 320 1967-09 324 1967-12 313 1967-11 304 1968-02 312 1968-01 323 1968-04 318 1968-03 318 1968-08 320 1968-05-28 306 1968-10-27 320 1968-09 321 1968-12-11 320 1968-11 320 1969-05-11 315 1969-04 320 1969-07-29 335 1969-06 315 1969-09 320 1969-08 325 1969-11-29 315 1969-10-27 320 1970-01 325 1969-12 322 1970-04-27 320 1970-03 320 1970-06 325 1970-05-22 325 1970-08-29 335 1970-07 330 1970-10 330 1970-09-20 325 1970-12 340 1970-11-25 335 Note: The site was being pumped. 1972-06-20 388.50 Note: The site was being pumped. 1972-07-27 388.37 Note: The site had been pumped recently. 1973-03-22 339.51 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 69 69 Ground water data count: 1973-03-22 Ground water data end date: Ground water data begin date: 1964-12-11 2 Water quality data count: 2000-08-10 Water quality data end date: 2000-08-10 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: driller Source of depth data: 1458. Hole depth: 1458. Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: 19720620 Date inventoried: 19640101 Date construction: Ground-water other than Spring Site type: Hillside (slope) Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2617. Altitude: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-92 1966-11-25 217.30 1966-11-20 217.24 1966-12-04 217.16 1966-11-30 217.30 1966-12-20 217.13 1966-12-15 217.24 1966-12-31 217.13 1966-12-25 217.13 1973-07-27 101.67 1972-06-20 118.15 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, Number of Measurements: 217 217 Ground water data count: 1973-07-27 Ground water data end date: Ground water data begin date: 1963-11-01 3 Water quality data count: 1996-09-10 Water quality data end date: 1992-08-19 Water quality data begin date: 0 Peak flow data count: 0000-00-00 Peak flow data end date: 0000-00-00 Peak flow data begin date: 0 Daily flow data count: 0000-00-00 Daily flow data end date: 0000-00-00 Daily flow data begin date: 0 Real time data flag: ID-73-107 Project number: driller Source of depth data: 667. Hole depth: 667. Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: 19720620 Date inventoried: 19620101 Date construction: Ground-water other than Spring Site type: Hillside (slope) Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2614. Altitude: 24000 Map scale: MOSCOW WEST Location map: NESENWS07 T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: T Coor accr: M Coor meth: -117.01322131 Dec lon: 46.7401652 Dec lat: 1170044 Longitude: 464425 Latitude: 39N 05W 07BDA1 Site name: 464425117004401 Site no: USGS Agency cd: O90 NW 1/2 - 1 Mile Higher USGS3140906 FED USGS 1965-03-21 308.05 1964-12-11 320 1965-04-02 307.46 1965-03-26 307.53 1965-04-16 307.82 1965-04-13 307.25 1965-08 325 1965-07 326 1965-10 326 1965-09 326 1965-12 326 1965-11 327 1966-02 327 1966-01 327 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-93 1965-03-10 219.01 1965-03-05 219.02 1965-03-20 219.03 1965-03-15 218.97 1965-03-31 218.87 1965-03-25 218.90 1965-04-10 218.89 1965-04-05 218.87 1965-04-20 218.80 1965-04-15 218.78 1965-04-30 218.68 1965-04-26 218.78 1965-05-10 218.70 1965-05-05 218.62 1965-05-20 218.60 1965-05-15 218.61 1965-05-31 218.51 1965-05-25 218.61 1965-06-10 218.56 1965-06-05 218.54 1965-06-20 218.44 1965-06-15 218.53 1965-06-30 218.46 1965-06-25 218.40 1965-07-10 218.31 1965-07-05 218.45 1965-07-20 218.22 1965-07-15 218.28 1965-07-31 218.24 1965-07-25 218.18 1965-08-10 218.18 1965-08-05 218.22 1965-08-20 218.15 1965-08-15 218.19 1965-08-31 218.13 1965-08-25 218.08 1965-09-10 218.05 1965-09-05 218.05 1965-09-20 218.03 1965-09-15 218.03 1965-11-05 217.08 1965-09-22 218.02 1965-11-14 216.86 1965-11-10 216.98 1965-11-27 217.78 1965-11-15 216.89 1965-12-05 217.64 1965-11-30 217.69 1965-12-15 217.56 1965-12-10 217.54 1965-12-25 217.43 1965-12-20 217.48 1966-01-05 217.08 1965-12-31 217.25 1966-01-20 217.11 1966-01-15 217.20 1966-01-31 216.90 1966-01-25 217.01 1966-02-10 216.96 1966-02-05 216.98 1966-02-20 216.93 1966-02-15 216.96 1966-02-28 216.80 1966-02-25 216.82 1966-03-10 216.82 1966-03-05 216.92 1966-03-20 216.66 1966-03-15 216.72 1966-03-31 216.87 1966-03-25 216.82 1966-04-10 216.78 1966-04-05 216.85 1966-04-20 216.88 1966-04-15 216.94 1966-04-30 216.95 1966-04-25 216.91 1966-05-10 216.86 1966-05-05 216.92 1966-05-20 216.89 1966-05-15 216.93 1966-05-28 217.00 1966-05-25 216.96 1966-06-15 217.02 1966-06-13 217.10 1966-06-25 217.10 1966-06-20 217.04 1966-07-05 217.28 1966-06-28 217.10 1966-07-15 217.28 1966-07-10 217.22 1966-07-25 217.32 1966-07-20 217.38 1966-08-04 217.42 1966-07-31 217.40 1966-09-10 217.33 1966-09-07 217.40 1966-09-20 217.50 1966-09-15 217.43 1966-09-30 217.54 1966-09-25 217.45 1966-10-10 217.50 1966-10-05 217.54 1966-10-15 217.60 1966-10-14 217.62 1966-10-25 217.50 1966-10-20 217.41 1966-11-05 217.35 1966-10-31 217.61 1966-11-15 217.37 1966-11-10 217.38 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-94 91 SSE 1/2 - 1 Mile Higher ID4000000132801 ID WELLS 1963-11-01 218.10 1963-11-10 217.80 1963-11-05 217.83 1963-11-20 217.82 1963-11-15 217.74 1963-12-06 218.03 1963-11-23 217.97 1963-12-15 218.20 1963-12-10 218.05 1963-12-25 218.54 1963-12-20 218.31 1964-01-04 218.65 1963-12-31 218.55 1964-01-20 218.50 1964-01-16 218.59 1964-01-31 218.78 1964-01-25 218.67 1964-02-10 218.76 1964-02-05 218.90 1964-02-20 218.99 1964-02-15 218.75 1964-02-29 218.10 1964-02-25 218.72 1964-03-10 217.99 1964-03-05 218.02 1964-03-20 217.06 1964-03-15 217.20 1964-03-25 217.20 1964-03-22 217.00 1964-04-05 217.34 1964-03-31 217.26 1964-04-15 218.32 1964-04-10 218.01 1964-04-25 218.62 1964-04-20 218.56 1964-05-05 218.80 1964-04-30 218.81 1964-05-15 219.20 1964-05-11 219.24 1964-05-25 219.59 1964-05-20 219.28 1964-06-05 219.64 1964-05-31 219.59 1964-06-15 219.69 1964-06-10 219.50 1964-06-25 219.65 1964-06-22 219.85 1964-07-05 219.65 1964-06-30 219.84 1964-07-15 219.68 1964-07-10 219.86 1964-07-25 219.86 1964-07-20 219.78 1964-08-05 219.94 1964-07-31 219.80 1964-08-17 219.85 1964-08-10 219.94 1964-08-25 219.68 1964-08-20 219.85 1964-09-05 219.70 1964-08-31 219.70 1964-09-15 219.95 1964-09-10 219.81 1964-09-25 219.84 1964-09-20 219.88 1964-10-05 220.01 1964-09-30 219.90 1964-10-15 219.82 1964-10-10 219.85 1964-10-25 219.96 1964-10-20 219.98 1964-11-05 220.10 1964-10-31 219.96 1964-11-15 220.16 1964-11-10 219.88 1964-11-25 219.73 1964-11-20 220.08 1964-12-05 219.88 1964-11-30 219.76 1964-12-15 219.29 1964-12-10 219.51 1964-12-25 219.20 1964-12-20 219.32 1965-01-05 219.07 1964-12-31 219.18 1965-01-15 219.30 1965-01-10 219.50 1965-01-20 219.09 1965-01-17 219.31 1965-01-31 218.96 1965-01-25 219.00 1965-02-10 218.99 1965-02-05 218.80 1965-02-23 219.04 1965-02-15 219.02 1965-02-28 219.07 1965-02-25 219.00 Date Feet below Surface Feet to Sealevel Date Feet below Surface Feet to Sealevel Ground-water levels, continued. GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-95 QQ Datasource: May 18 2001 Construction: 30 Total depth: 27.6 Casing depth: 2 Casing diam: 2 Surface diam: 0 Static water: 0 Production: Monitoring Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: U OF I GOLF COURSE MAINT BLDG-ORIGINAL HOLE NO 10341 Well address: 0 Govt lotnum: NW Q: SE Qq: Not Reported Qqq: 18 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 554 Driller lic: BORETEC INC Driller: UNIVERSITY OF IDAHO REGENTS Owner: D0017228 Metal tagnum: 768942 Permit id: 340933 Well id: 92 WSW 1/2 - 1 Mile Higher ID4000000132961 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 0 Casing depth: 0 Casing diam: 0 Surface diam: 99999 Static water: 99999.99 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: SW Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 0 Driller lic: Not Reported Driller: LEO STORM Owner: Not Reported Metal tagnum: 0 Permit id: 280354 Well id: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-96 Not Reported Peak flow data end date: Not Reported Peak flow data begin date: Not Reported Daily flow data count: Not Reported Daily flow data end date: Not Reported Daily flow data begin date: Not Reported Real time data flag: ID-73-107 Project number: Not Reported Source of depth data: 150 Hole depth: 150 Well depth: Not Reported Aquifer: Not Reported Aquifer Type: Single well, other than collector or Ranney type Type of ground water site: Y Local standard time flag: PST Mean greenwich time offset: Not Reported Date inventoried: Not Reported Date construction: Ground-water other than Spring Site type: Hillside (slope) Topographic: Palouse. Idaho, Washington. Area = 2360 sq.mi. Hydrologic: National Geodetic Vertical Datum of 1929 Altitude datum: 10. Altitude accuracy: Interpolated from topographic map Altitude method: 2620.00 Altitude: 24000 Map scale: MOSCOW EAST Location map: T39N R05W B Land net: US Country: 057 County: 16 State: 16 District: NAD83 Dec latlong datum: NAD27 Latlong datum: S Coor accr: M Coor meth: -116.98849771 Dec lon: 46.71988761 Dec lat: 1165915 Longitude: 464312 Latitude: 39N 05W 17DBC1 Site name: 464312116591501 Site no: USGS Agency cd: 94 SE 1/2 - 1 Mile Higher USGS3122944 FED USGS QQ Datasource: May 15 1972 Construction: 0 Total depth: 129 Casing depth: 0 Casing diam: 8 Surface diam: 85 Static water: 4 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: SW Q: SE Qq: Not Reported Qqq: 17 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 115 Driller lic: ADCOCK AIR DRILLING Driller: FRANK BENNETT Owner: Not Reported Metal tagnum: 747122 Permit id: 280415 Well id: 93 SSE 1/2 - 1 Mile Higher ID4000000132791 ID WELLS Map ID Direction Distance Elevation EDR ID Number Database GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-97 18 Surface diam: 10 Static water: 1400 Production: Municipal Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NW Q: NE Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 47 Driller lic: ENGLEMAN WELL DRILLING Driller: CITY OF MOSCOW Owner: Not Reported Metal tagnum: 746984 Permit id: 280275 Well id: P96 NNE 1/2 - 1 Mile Higher ID4000000133308 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 40 Casing depth: 0 Casing diam: 20 Surface diam: 100 Static water: 1200 Production: Municipal Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NW Q: NE Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 47 Driller lic: ENGLEMAN WELL DRILLING Driller: CITY OF MOSCOW Owner: Not Reported Metal tagnum: 746983 Permit id: 280274 Well id: P95 NNE 1/2 - 1 Mile Higher ID4000000133307 ID WELLS Ground-water levels, Number of Measurements: 0 Not Reported Ground water data count: Not Reported Ground water data end date: Ground water data begin date: Not Reported Not Reported Water quality data count: Not Reported Water quality data end date: Not Reported Water quality data begin date: Not Reported Peak flow data count: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-98 24 Surface diam: 256 Static water: 2400 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NW Q: SW Qq: Not Reported Qqq: 7 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 61 Driller lic: CHARLES JUNGMANN DRILLING CO Driller: UNIVERSITY OF IDAHO REGENTS Owner: Not Reported Metal tagnum: 746974 Permit id: 280265 Well id: 98 NW 1/2 - 1 Mile Higher ID4000000133252 ID WELLS QQ Datasource: Aug 13 1976 Construction: 0 Total depth: 87 Casing depth: 0 Casing diam: 6 Surface diam: 90 Static water: 3 Production: Domestic-Single Residence Well use: Not Reported Subdivision: Not Reported Block: Not Reported Lot: Not Reported Well address: 0 Govt lotnum: NW Q: NE Qq: Not Reported Qqq: 8 Sec: 05W Range: 39N Township: LATAH County name: 87 Basin number: 58 Driller lic: WITT WELL DRILLING Driller: BOB FOREST Owner: Not Reported Metal tagnum: 747231 Permit id: 280527 Well id: P97 NNE 1/2 - 1 Mile Higher ID4000000133309 ID WELLS QQ Datasource: Not Reported Construction: 0 Total depth: 40 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-99 QQ Datasource: Sep 14 1963 Construction: 0 Total depth: 101 Casing depth: 0 Casing diam: GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ® ---PAGE BREAK--- TC2226351.2s Page A-100 LATAH 2.3 0.8 1 2/10/2003 83843 LATAH 2.3 0.8 1/25/1996 83843 LATAH 2.3 0.7 B 5/30/2003 83843 LATAH 2.3 0.7 B 4/21/1990 83843 LATAH 2.3 0.7 1/25/1996 83843 LATAH 2.3 0.7 1/25/1996 83843 LATAH 2.3 0.6 B 3/26/1990 83843 LATAH 2.3 0.6 1/25/1996 83843 LATAH 2.3 0.6 1/25/1996 83843 LATAH 2.3 0.6 1/25/1996 83843 LATAH 2.3 0.6 B 3/10/1990 83843 LATAH 2.3 0.6 1/25/1996 83843 LATAH 2.3 0.6 B 2/12/2003 83843 LATAH 2.3 0.5 B 3/12/2003 83843 LATAH 2.3 0.5 1 3/12/1990 83843 LATAH 2.3 0.5 1/25/1996 83843 LATAH 2.3 0.5 1/25/1996 83843 LATAH 2.3 0.5 1/25/1996 83843 LATAH 2.3 0.5 1 5/1/1990 83843 LATAH 2.3 0.4 1 5/28/1990 83843 LATAH 2.3 0.4 1/25/1996 83843 LATAH 2.3 0.4 1 3/30/1990 83843 LATAH 2.3 0.4 B 3/19/1990 83843 LATAH 2.3 0.4 1 3/8/1990 83843 LATAH 2.3 0.3 1/25/1996 83843 LATAH 2.3 0.3 2/19/1997 83843 LATAH 2.3 0.3 1 3/12/1990 83843 LATAH 2.3 0.3 1/25/1996 83843 LATAH 2.3 0.3 1/25/1996 83843 LATAH 2.3 0.3 12/19/1996 83843 LATAH 2.3 0.3 1 3/26/1990 83843 LATAH 2.3 0.3 B 3/20/1990 83843 LATAH 2.3 0.2 B 3/12/2003 83843 LATAH 2.3 0.2 B 3/8/1990 83843 LATAH 2.3 0.2 1 3/8/1990 83843 LATAH 2.3 0.2 1 3/13/1990 83843 LATAH 2.3 0.2 B 3/7/1990 83843 LATAH 2.3 0.2 1 2/17/1990 83843 LATAH 2.3 0.1 1/25/1996 83843 LATAH 2.3 0.1 1/25/1996 83843 LATAH 2.3 0.1 B 3/6/1990 83843 LATAH 2.3 0.1 B 3/27/1990 83843 LATAH 2.3 0.1 1/25/1996 83843 LATAH 2.3 0.1 1/25/1996 83843 LATAH 2.3 0.1 1/25/1996 83843 LATAH 2.3 0.1 1/25/1996 83843 LATAH Avg pCi/L Result pCi/L Floor Date Zip County Radon Test Results (pCi/L) State Database: ID Radon AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® ---PAGE BREAK--- TC2226351.2s Page A-101 0% 18% 82% 3.132 pCi/L Basement Not Reported Not Reported Not Reported Not Reported Living Area - 2nd Floor 0% 7% 93% 0.907 pCi/L Living Area - 1st Floor % >20 pCi/L % 4-20 pCi/L % <4 pCi/L Average Activity Area Number of sites tested: 22 Federal Area Radon Information for Zip Code: 83843 : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level 2 pCi/L and 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for LATAH County: 1 2.3 18.1 B 3/5/1990 83843 LATAH 2.3 15.4 B 1/24/2003 83843 LATAH 2.3 14.7 B 3/26/1990 83843 LATAH 2.3 10.6 B 4/2/1990 83843 LATAH 2.3 10.0 6/14/1993 83843 LATAH 2.3 9.8 11/5/1993 83843 LATAH 2.3 9.5 83843 LATAH 2.3 8.5 B 12/6/2003 83843 LATAH 2.3 8.3 11/24/1997 83843 LATAH 2.3 6.5 11/10/1997 83843 LATAH 2.3 6.0 1 3/9/1990 83843 LATAH 2.3 4.5 1 3/2/2004 83843 LATAH 2.3 4.3 B 3/12/1990 83843 LATAH 2.3 3.9 2/27/1990 83843 LATAH 2.3 3.8 B 10/31/2001 83843 LATAH 2.3 3.5 B 3/24/1990 83843 LATAH 2.3 3.4 B 11/6/2001 83843 LATAH 2.3 3.2 B 3/20/1990 83843 LATAH 2.3 2.6 1 2/27/1990 83843 LATAH 2.3 2.2 1 3/6/2003 83843 LATAH 2.3 2.2 B 3/27/1990 83843 LATAH 2.3 2.0 1 3/31/1990 83843 LATAH 2.3 1.8 1 2/23/1990 83843 LATAH 2.3 1.7 6/29/1996 83843 LATAH 2.3 1.6 1 10/27/2001 83843 LATAH 2.3 1.3 B 3/25/1990 83843 LATAH 2.3 1.2 1/25/1996 83843 LATAH 2.3 1.2 1/25/1996 83843 LATAH 2.3 1.0 B 3/13/1990 83843 LATAH 2.3 1.0 1/25/1996 83843 LATAH 2.3 1.0 1 11/6/2001 83843 LATAH 2.3 1.0 1/25/1996 83843 LATAH 2.3 1.0 B 3/10/1990 83843 LATAH 2.3 1.0 B 2/24/1990 83843 LATAH 2.3 0.9 1/25/1996 83843 LATAH 2.3 0.9 B 3/5/1990 83843 LATAH 2.3 0.8 1/25/1996 83843 AREA RADON INFORMATION GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® ---PAGE BREAK--- TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. 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 2002 and 2005 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetlands Inventory Source: Department of Water Resources Telephone: [PHONE REDACTED] HYDROGEOLOGIC INFORMATION AQUIFLOW Information System R 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 Source: Department of Agriculture, Natural Resources Conservation Services The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation 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. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services (NRCS) Telephone: [PHONE REDACTED] SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC2226351.2s Page A-102 PHYSICAL SETTING SOURCE RECORDS SEARCHED ---PAGE BREAK--- LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: [PHONE REDACTED] 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: [PHONE REDACTED] 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 (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) 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 wells, springs, and other sources of groundwater. STATE RECORDS Permitted Wells Wells permitted or licensed by Idaho Department of Water Resources Agency: Department of Water Resources Phone: [PHONE REDACTED] Water Level Monitoring Wells This dataset shows the locations of monitoring wells. Agency: Department of Water Resources Phone: [PHONE REDACTED] OTHER STATE DATABASE INFORMATION RADON State Database: ID Radon Source: Department of Health & Welfare Telephone: [PHONE REDACTED] Radon Test Results Area Radon Information Source: USGS Telephone: [PHONE REDACTED] 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 Source: EPA Telephone: [PHONE REDACTED] Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, [PHONE REDACTED] Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration TC2226351.2s Page A-103 PHYSICAL SETTING SOURCE RECORDS SEARCHED ---PAGE BREAK--- STREET AND ADDRESS INFORMATION © 2008 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC2226351.2s Page A-104 PHYSICAL SETTING SOURCE RECORDS SEARCHED ---PAGE BREAK--- Appendix C SOQ ---PAGE BREAK--- Page 1 1 STATEMENT OF QUALIFICACTIONS ---PAGE BREAK--- Page 2 2 STRATA, Inc. works closely with owners, developers, engineers, architects and contractors on all aspects of project development to provide cost‐effective geotechnical, environmental, and construction material testing services. Our knowledgeable and experienced project managers can be an important asset to your team. The information presented herein will outline our history, resources, and basic qualifications. Strata assembles uniquely qualified teams for each project. Teams consist of experienced, key professionals and support personnel to provide assistance to the design team and pro‐ ject owners from initiation of design docu‐ ments through schematic design and construc‐ tion. Our project teams are lead by profes‐ sional engineers, geologist, environmental sci‐ entist, and material testing professionals. Team members have a detailed and un‐ matched knowledge of the local geology and soil conditions from first‐hand experience. Our staff will use their technical training and pro‐ ject experience to successfully complete all aspects of the project to support the design team and project stakeholders. Firm History STRATA, Inc. was established in 1974 to pro‐ vide geotechnical and construction consulta‐ tion services throughout the northwestern United States. STRATA has since added envi‐ ronmental services and is a leader in providing value added environmental construction ser‐ vices for our clients. STRATA’s consistent and planned growth established regional offices to support our clients needs. Strata is currently led by board members Travis Wambeke, P.E., Scott Cron, S.E.T., Rick J. Woodworth, S.E.T. and Bob Howard, P.E.. STRATA provides qual‐ ity geotechnical and environmental services through regional managers and employees in each of Strata’s office invested in the success of their perspective local communities. With vested ownership in the corporation, the goal of each of our regional managers is to serve our clients and protect their investments. This is accomplished by establishing long‐term, professional relationships within the commu‐ nities we live. Strata is committed to providing timely and innovative environmental, geotech‐ nical engineering, and material testing services to our clients by maintaining ethical and pro‐ fessional value based products. We recognize employees as our most valuable resource to achieve these goals, serve our clients, and per‐ petuate our organization. Resources STRATA’s geotechnical engineers, environ‐ mental professionals, geologists, and hydro‐ geologists are trained and skilled in the earth sciences. In addition, STRATA’S construction field professionals and inspectors have ICBO/ ICC and NICET training in soil, asphalt, con‐ crete, masonry and steel. Project engineers have advanced degrees including master de‐ grees in geotechnical and geological engineer‐ ing. Certification in individual areas of exper‐ tise is required of staff members at every level. STRATA encourages continual advancement in technical skills and active participation in com‐ munity and local chapters of professional af‐ filiations. STRATA’s professional and commu‐ nity affiliations include: ♦ Association of Engineering Geolo‐ gists (AEG) ♦ Association of Soil and Foundation Engineers (ASFE) ♦ American Society of Civil Engineers (ASCE) ♦ Washington Association of Building Officials (WABO) ♦ International Code Council (ICC) ♦ Idaho Environmental Forum (IEF) ♦ American Association of State Highway Transportation Officials (AASHTO) ♦ Association of General Contractors (AGC) ♦ National and Idaho Society of Professional Engineers (NSPE/ISPE) ♦ National Concrete Masonry Association (NCMA) COMPANY OVERVIEW ---PAGE BREAK--- Page 3 3 ♦ National Institute for Certification in Engineering Technologies (NICET) ♦ American Society of Testing and Ma‐ terials (ASTM) ♦ American Concrete Institute (ACI) ♦ American Welding Society (AWS) ♦ Western Alliance for Quality Trans‐ portation Construction (WAQTC) ♦ Idaho Board of Public Health ♦ Supporting Member of Several Washington and Idaho Chambers of Commerce Regional offices can draw information, support and resources from within the corporation. Offices communicate daily through Internet and Information Technology networks. STRATA’s professionals are skilled at solving geotechnical problems across geographical boundaries with the engineering computer programs listed below: ♦ AutoCAD ‐ Drafting Software. ♦ Bluscreen ♦ SEEPW ‐ Latest AutoCAD based seep‐ age analysis software. ♦ SLOPEW ‐ Latest AutoCAD based slope stability software. ♦ STRESSW ‐ AutoCAD based finite ele‐ ment software for settlement and foundation modeling. ♦ DRIVEN ‐ Pile design software for static analysis and pile sizing of deep foundations. ♦ GRLWEEP ‐ Pile design software for deep foundation dynamic analysis under a wide variety of load condi‐ tions. ♦ Surfer ♦ AASHTO ‐ Flexible pavement design software. ♦ GRAPHER ‐ Graph drafting program for presentation of strength and consolidation. ♦ SOLDIER WALL ‐ Software for design of soldier pile retaining wall for excavation support. ♦ MSEW/RESSA ‐ Mechanically stabilized earth retaining wall and reinforced earth slope. ♦ MODFLOW/WIN ‐ Groundwater and con‐ taminant Fate Transport Modeling Strata performs professional testing and in‐ spection services in accordance with the appli‐ cable ASTM, AASHTO, WAQTC and IBC criteria. Strata maintains an AASHTO accredited labo‐ ratory facility in Boise, Idaho and an A2LA ac‐ credited laboratory in Spokane, Washington. These laboratories meet the ASTM qualifica‐ tions as set forth in ASTM E 329, C 1077, C 1093, D 3666, and D 3740 and provide supervi‐ sion and quality control for surrounding, re‐ gional offices. Strata is a member in good standing in the following organizations. ♦ ASFE, Professional Firms Practicing in the Geosciences ♦ American Consulting Engineers Counsel ♦ American Society of Civil Engineers ♦ Nations Society of Professional Engineers ♦ North Idaho Building Contractors Association ♦ Associated General Contractors ♦ Consulting Engineers of Idaho ♦ Consulting Engineers Council of Washington MISSION STATEMENT STRATA IS COMMITTED TO PROVIDING TIMELY AND INNOVATIVE ENVIRONMENTAL, GEOTECHNICAL ENGINEERING, AND MATERIAL TESTING SERVICES TO OUR CLIENTS BY MAINTAINING ETHICAL AND PROFESSIONAL VALUE BASED PRODUCTS. WE RECOGNIZE EMPLOYEES AS OUR MOST VALUABLE RESOURCE TO ACHIEVE THESE GOALS, SERVE OUR CLIENTS, AND PERPETUATE OUR ORGANIZATION. . ---PAGE BREAK--- Page 4 4 Moscow, Idaho 1428 S Main Street – 83843 Travis Wambeke, Area Manager [PHONE REDACTED] Boise, Idaho 8653 W Hackamore Drive – 83709 Scott Cron, Area Manager [PHONE REDACTED] Pocatello, Idaho 4460 Kings Way Chubbuck – 83202 J. Nenno, Area Manager [PHONE REDACTED] Spokane, Washington 10020 E Knox Avenue, Ste 200 – 99206 Rick Woodworth, Area Manager 509.891‐1904 Missoula, Montana 723 Ronan Street – 59801 Michael Connelly, Area Manager [PHONE REDACTED] Ontario, Oregon 347 SW 19th St ‐ 97914 Sean Clow, Manager [PHONE REDACTED] Coeur d’Alene, Idaho West 280 Prairie Avenue – 83815 Rick Woodworth, Area Manager [PHONE REDACTED] STRATA’S CAPABILITIES FOR TIMELY SERVICE The strategic placement of our offices enables Strata to deliver timely and responsive services by being able to provide staff and resources that are accessible to a wide area. As one of the largest geotechni‐ cal engineering , environmental and construction material testing firms in our service area, Strata can allocate the necessary resources to accommodate the design and construction needs of your project. Strata believes that open, direct communication between the members of the assigned team is essen‐ tial to the success of a project. We take advantage of technology by using electronic forms of commu‐ nication; such as scanning documents, e‐mail, and cellular phones for our staff members to avoid un‐ necessary delays. This technology allows Strata to relay information obtained during the course of our services to those who need it to make critical project decisions. STRATA LOCATIONS ---PAGE BREAK--- Page 5 5 ENVIRONMENTAL SITE ASSESSMENT SERVICES STRATA provides environmental engineering con‐ sulting services throughout the northwestern United States. Environmental site assessments are typically done prior to the purchase of the prop‐ erty. STRATA can perform ESAs, geotechnical engi‐ neering, and construction support services throughout the project. Phase I ESAs are performed to identify “recognized environmental conditions” at a site. Recognized environmental conditions mean the presence or likely presence of hazardous sub‐ stances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release. The Envi‐ ronmental Protection Agency (EPA) has determined that Phase I ESAs performed in accordance with ASTM Standard E1527‐05 are in compliance with the requirements for conducting “all appropriate inquiries.” Conducting an all appropriate inquiry prior to purchasing a site is one of the require‐ ments to qualify for the innocent landowner, con‐ tiguous property owner, or bona fide prospective purchaser limitations under the Comprehensive Environmental Response, Compensation, and Li‐ ability Act (CERCLA). On sites with known soil or groundwater contami‐ nation or where recognized environmental condi‐ tions are revealed in the Phase I ESA, STRATA can identify the extent and magnitude of soil and groundwater contamination. We can help developers and site owners with Cor‐ rective Action Plans (CAPs) for remediating con‐ taminated soil and groundwater. STRATA typically presents the CAP to appropriate agencies and as‐ sists the owner with initiating clean‐up and with site monitoring and documentation. STRATA is experienced at providing Phase I Environmental Site Assessments (ESAs), as well as follow‐up investigations and preparation of Corrective Action Plans. Large Multi‐Site ESAs STRATA brings a multi‐disciplinary team that pro‐ vides value‐oriented solutions from project concep‐ tion through construction. STRATA performs due diligence services for down‐ town revitalization and transportation corridor projects. In addition to Phase I ESAs, these projects often include contaminated sites that require addi‐ tional site investigation, risk assessment and cor‐ rective action plan services. STRATA spends a lot of time up front with the client developing a holistic, cost effective scope of services to reduce overlap of services on adjoining sites, and to provide timely consulting and deliverables to meet the client’s risk management objectives. STRATA’s environmental professionals work closely with the client through‐ out the project and provide periodic progress and findings updates and solicit client input at key deci‐ sion points to update scope of services as neces‐ sary to keep the project moving forward. HOKU SCIENTIFIC POLYSILICON SITE— PHASE I & II ESA and STORM WATER POLLUTION PREVENTION PLAN ---PAGE BREAK--- Page 6 6 Limited site or extensive subsurface investigation On sites with known soil or groundwater contami‐ nation or where recognized environmental condi‐ tion are revealed in the Phase I ESA, Strata provides limited site or alternatively extensive subsurface investigations to identify the extent and magnitude of soil and groundwater contamination. Site Characterization / Assessment Services Site Characterizations are very similar to limited Site Investigations except they are typically focused on determining the quantity and extent of contami‐ nation so that sufficient data is available to make remediation/site closure recommendations. Hu‐ man health and environmental risk assessments are typically performed to quantify the risks associ‐ ated the contaminating and to develop site specific cleanup goals. Corrective Action plans Corrective action plans present Strata’s detailed recommendation for remediation, natural attenua‐ tion (i.e. do nothing), monitoring programs, etc. to deal with contamination indentified in a site char‐ acterization or Limited Site Investigation report. They include a detailed discussion of alternative and risks/benefits of the alternatives. They also include proposed monitoring programs and confir‐ matory sampling programs to evaluate the effec‐ tiveness of the corrective actions. Groundwater monitoring/Evaluation This involves groundwater sampling, laboratory analysis, and interpretation of test results. On some projects, this may involve statistical analysis of sampling results to evaluate trends and compari‐ son to naturally occurring background levels. Risk Assessment Risk assessment services consist of evaluating risks from soil, water, or soil vapor contamination to human health and the environment in accordance with established EPA and/or state protocol. In Idaho, services are performed in accordance with IDEQ’s Risk Evaluation Manual (REM). Many other states have similar protocols. Landfill Geotechnical Evaluation STRATA performs slope stability, settlement, and seismic stability analyses in support of landfill de‐ sign. ADDITIONAL ENVIRONMENTAL CONSULTING SERVICES SPCC Plans Non‐farm facilities with over 1,320 gallons of bulk petroleum above ground storage capacity in con‐ tainers 55 gallons or greater are required to have a Spill Prevention Control and Countermeasures (SPCC) plan. Empty drums and tanks on site are included in the calculation of the aggregate storage capacity. Temporary petroleum storage facilities meeting the storage capacity criteria, such as on construction sites, must also have SPCC plans. Rules amendments promulgated by the EPA in De‐ cember 2006 require all existing facilities to update their plans by October 31, 2007 and all new facili‐ ties to have an SPCC plan in place prior to opera‐ tions. Most SPCC plans are required to be pre‐ pared and sealed by a licensed engineer. UST Closure Consulting STRATA can obtain soil and groundwater samples near existing tanks, piping, and pumps to evaluate the potential that leaks/spills have occurred. STRATA also performs observation and sampling at tank closure to determine whether contamination is present and/or to document that tank/piping excavations are “clean”. When contaminated soils and/or groundwater are encountered, STRATA is experienced assisting clients with additional soil and groundwater sampling associated with site characterization and developing a corrective ac‐ tion plan. Landfill Siting STRATA performs hydro‐geologic site investigations to evaluate site suitability for a landfill . Landfill Permitting STRATA can assist with geotechnical, geologic, and groundwater monitoring system design aspects of the projects. We can also assist with the prepara‐ tion of specifications for soil and com‐ ponents and testing requirements. Landfill Closure Engineering STRATA can assist with geotechnical, geologic, and groundwater monitoring system design aspects of the projects. We can also assist with the prepara‐ tion of specifications for soil and com‐ ponents and testing requirements. ---PAGE BREAK--- Page 7 7 ADDITIONAL ENVIRONMENTAL CONSULTING SERVICES CONT. Landfill Construction Quality Control/Quality Assurance STRATA performs construction observation and testing of structural fill, soil liner, concrete, asphalt, and landfill appurtances. STATA can assist the civil engineer in the design of these components of the landfill or containment facility and preparation of specifications for their installation and testing. Groundwater Monitoring/Statistical Analyses Many landfills require quarterly, semi‐annual, and/ or annual groundwater monitoring. STRATA can collect samples and perform statistical analyses to compare test results to naturally occurring back‐ ground levels for purpose of determining whether a leak has occurred. Landfill Gas STRATA can assist in the design of landfill gas col‐ lection systems and soil vapor monitoring pro‐ grams. Hydrology STRATA evaluates storm water runoff and designs best management practices. STRATA can also as‐ sist civil engineers with storm water facility design that may be complicated by high groundwater. Our environmental professionals have education and experience with vadose zone hydrology and can help model the mounding effects of stormwa‐ ter ponds on the groundwater table. Nutrient Pathogen Studies NP studies involve modeling the fate and transport of nitrates and sometimes phosphorous discharged with wastewater effluent. They are required in Idaho on many developments with septic systems or municipal wastewater discharge to onsite soils. They range in complexity from simple sites where publicly available information is used in a simple water balance spreadsheet provided by IDEQ to complex sites requiring pumping tests and ground‐ water modeling. Radon Sampling STRATA can assist clients with testing for radon in buildings. Well Siting Studies IDEQ requires a hydrogeologic study be performed for all new public drinking water systems. This in includes an evaluation of the subsurface geology, prediction of aquifer parameters, and recommen‐ dations with regard to well depth, diameter, and other design parameters. A test well is typically installed and pumped in conjunction with these services. Other states, counties, and cities have similar requirements. Storm Water Pollution Prevention Plans are required for industrial facilities and construc‐ tion sites that will disturb more thean one acre of land or is part of a larger development to show how stormwater will be managed on‐site and how discharges of pollutants will be kept within the pro‐ posed facility’s NPDES permit limits. Erosion and Sediment Control Plans STRATA designs best management practices (BMPs) and prepares erosion and sediment control plans for construction sites. STRATA also inspects sites during construction to document the effectiveness of BMP implementation. NPDES Permitting Industrial and manufacturing facilities and most construction projects require a National Pollutant Discharge Elimination System (NPDES) permit. These permits show how a facility will manage stormwater runoff and set stormwater discharge limits for specific pollutants. Many facilities are covered under EPA General Permits however these general permits require site specific Stormwater Pollution Prevention Plans In addition, STRATA provides stormwater sampling services to verify permit compliance. Asbestos EPA requires an asbestos survey be performed prior building renovation or demolition. STRATA has several EPA licensed asbestos inspectors. STRATA also can perform asbestos sampling in con‐ juction with other services, such as Phase I ESA’s. Regulatory Compliance STRATA environmental professionals can observe an industrial/commercial facility and document compliance with environmental regulations includ‐ ing: Community Right to Know requirements such as MSDS and hazardous chemical labeling, SPCC Plan compliance, UST compliance, hazardous waste disposal compliance including Cradle to Grave documentation, compliance, NPDES compli‐ ance, landfill permit compliance, Concentrated Animal Feeding Operation (CAFO) regulation etc. ---PAGE BREAK--- Page 8 8 STRATA provides geotechnical services for a wide range of projects including single‐story to high‐rise structures, earth embankments, residential subdivi‐ sions and commercial industrial land developments, retaining walls, underground utilities and shoring structures, bulk heads, soil and rock slopes and cuts. We can provide our clients with design recommenda‐ tions for geotechnical projects from asphalt pave‐ ment design to laterally loaded piles and unique foundation support methods. ♦ Assisting owners and contractors during con‐ struction of embankments and excavations, establishing compaction and special site preparation procedures. ♦ Assisting owners and design teams in foun‐ dation alternatives and cost effective con‐ struction techniques. ♦ Developing pavement sections, sub‐grade support and materials evaluations. ♦ Estimating the allowable bearing value and settlement of shallow foundations. ♦ Assessment of natural slopes, embankment fills and excavation slopes. ♦ Deep foundation analyses of pile selection, deformation, installation and bearing values. ♦ Evaluating the stability of existing founda‐ tions, retaining walls, shoring systems, vibration monitoring and embankment slopes. ♦ Forensic engineering for performance/ failure assessments, quality assurance and design remediation assessments. ♦ Perform seepage analyses for construc‐ tion dewatering, slope and foundation stability and retaining wall design. We supplement geotechnical design by incorporating our detailed knowledge and composite data of the existing geologic conditions at each project. Based on over 30 years of firsthand experience, our registered professional engineers and geologists have an unmatched understanding of local subsurface conditions within each of the regions in which we work. Each engineer and ge‐ ologist understands how the soil, bedrock and groundwater conditions could impact development and our geologists and engineers work as a team to ensure the geologic aspects of each site are incor‐ porated into geotechnical design. GEOTECHNICAL ENGINEERING ---PAGE BREAK--- Page 9 9 Strata understands that each geotechnical project has unique needs, constraints, and ultimately, solu‐ tions that will best serve the project stakeholders. We are committed to finding that unique solutions by working with owners and design teams through the present; from concept through each phase of development; including construction. We under‐ stand geotechnical design from the ground up. Geotechnical engineering requires establishing the surface and subsurface soil, geologic and hydro‐ geologic characteristics that will act on the project or structure. STRATA utilizes conventional explora‐ tion methods and the latest technology to establish the geo‐environmental aspects of each project site. ♦ Drill Rig Exploration ♦ Geological Reconnaissance ♦ Backhoe Exploration ♦ Geologic Mapping ♦ Ground Water Sampling ♦ Arial Photo Interpretation ♦ Geophysical & Seismic Studies ♦ Computer Aided Analysis/Design ♦ Soil Instrumentation ♦ Satellite Imagery ♦ Rock Instrumentation ♦ In‐Place & Laboratory Testing Our geologic capabilities include hazard mapping, geologic mapping, site characterization , hydrogeol‐ ogy, contaminant transport modeling and other services specific to geology. ---PAGE BREAK--- Page 10 10 SPECIFIC GEOTECHNICAL QUALIFICATIONS STRATA provides geotechnical services for a wide range of government, commercial, and residential projects including single‐story to high‐rise structures, earth embankments, retaining walls, under‐ ground utilities and shoring structures, bulkheads, and soil and rock slope stability. The purpose of these services can include, but are not limited to: ♦ Assisting owners and design teams in foundation alternatives and cost‐effective construction tech‐ niques. ♦ Estimating the allowable bearing value and settlement of shallow foundations. ♦ Assessment of natural slopes, embankment fills and excavation slopes. ♦ Providing deep foundation analyses of pile selection, deformation, installation and bearing values. ♦ Assisting owners and contractors during construction of embankments and excavations, establish‐ ing compaction and special site preparation procedures. ♦ Developing pavement sections, subgrade support and materials evaluations. ♦ Evaluating the stability of existing foundations, retaining walls, shoring systems, vibration monitor‐ ing and embankment slopes. ♦ Performing forensic engineering for performance/ failure assessments, quality assurance and de‐ sign remediation assessments. ♦ Performing seepage analyses including hydraulic conductivity evaluations for construction dewa‐ tering, slope and foundation stability and retaining wall design. ♦ Conducting environmental site assessment Phases 1, 2, and 3 for sites with hydrocarbon contami‐ nation or other environmental concerns. ♦ Performing Nutrient‐Pathogen studies for sites planned to be developed with on‐site sanitary dis‐ posal systems within a nutrient‐sensitive aquifer. Geotechnical engineering requires establishing the surface and subsurface soil, geologic and hydro‐ geologic characteristics that will act on the project or structure. STRATA utilizes conventional explora‐ tion methods and the latest technology to explore the geologic aspects of each project site. ♦ Drill Rig Exploration ♦ Geological Reconnaissance ♦ Backhoe Exploration ♦ Geologic Mapping ♦ Ground Water Sampling ♦ Computer Aided Analysis and De‐ ♦ Air Photo Interpretation ♦ Soil Instrumentation ♦ Satellite Imagery ♦ Rock Instrumentation ♦ In‐Place Permeability Testing ♦ Aquifer Drawdown Testing ---PAGE BREAK--- Page 11 11 EXAMPLES OF SOFTWARE UTILIZED BY STRATA ARE LISTED BELOW ♦ AutoCAD – Drafting Software ♦ SEEPW – AutoCAD based seepage analysis software ♦ SLOPEW – AutoCAD based slope stability software, interfaces with SEEPW and Finite Element to analyze embankment stability ♦ STRESSW – AutoCAD based finite element software for settlement and foundation modeling ♦ DRIVEN – Pile design software for static analysis and pile sizing of deep foundations ♦ GRLWEEP – Pile design software for deep foundation dynamic analysis under a wide variety of load conditions ♦ AASHTO – Flexible pavement design software ♦ GRAPHER – Graph drafting program for presentation of strength and consolidation test results ♦ SOLDIER WALL – Software for design of soldier pile retaining wall for excavation support ♦ MSEW/RESSA – Mechanically stabilized earth retaining wall and reinforced earth slope software and design ♦ MODFLOW – Numerical modeling software for aquifer flow and contaminate fate and transport modeling ♦ Aquifer Test Pro‐ Aquifer test results manipulation program to help interpret and solve hydrogeologic aquifer parameters ♦ MathCAD – Math and engineering‐based computer programming software to help solve engineering programs ---PAGE BREAK--- Page 12 12 Construction material testing and inspection helps substantiate to the owner, architect, engineer and contractor that construction has been accomplished in accordance with the project plans and specifications. STRATA pro‐ vides both field and laboratory testing and in‐ spection for construction materials for a wide range of projects including single story to high rise structures, commercial developments, roadways and bridges, underground utilities and structures, earth embankments and dams, retaining walls, and landslide repairs. STRATA’s professional personnel hold certifications in numerous fields of testing and inspection including ICC, AWS, ACI, NICET, and WAQTC and have the knowledge and experi‐ ence to provide services for a wide range of construction projects. Our technical staff is extensively trained through in‐house senior mentoring as well as through regionally re‐ nowned training courses, making them a vi‐ able resource for providing on‐site recommen‐ dations to benefit construction efforts. By providing our clients with the services listed here, we are able to present substantiated results on the durability, strength, and charac‐ teristics of materials used to build structural elements, and to confirm compliance with ap‐ plicable codes and project specifications. SOIL AND AGGREGATE STRATA provides observations, monitoring, and testing during excavation and fill place‐ ment procedures. These services qualify that load bearing surfaces or sub‐grades are pre‐ pared in accordance with the specified pro‐ ject requirements and provide the necessary support. ♦ Subgrade Inspections ♦ Caisson Placement, Auger‐Cast Piles, and Pile Driving ♦ Fill Placement Monitoring ♦ Density Testing ♦ Aggregate Source Evaluations ♦ Membrane Placement ♦ Consultation CONCRETE Concrete is inspected and tested to confirm that conditions and materials meet the speci‐ fied criteria. Tests are performed in accor‐ dance with the American Concrete Institute (ACI), American Society for Testing and Materi‐ als (ASTM) and American Association of State and Transportation Officials (AASHTO) testing and inspection procedures. ♦ Concrete Placement ♦ Reinforcing Steel Placement ♦ Compressive Strength Testing ♦ Pre‐stressed & Post‐tensioned Concrete ♦ Pre‐cast Concrete Fabrication STRUCTURAL MASONRY STRATA performs structural masonry inspec‐ tion and testing to ascertain that all materials and conditions meet the specified acceptance criteria. Tests are performed in accordance with the American Concrete Institute (ACI), Masonry Institute of America (MIA), American Society for Testing and Materials (ASTM), and the International Building Codes (IBC) testing and inspection procedures. ♦ Masonry Placement Inspection ♦ Grout, Mortar, and CMU Testing CONSTRUCTION MATERIAL TESTING & INSPECTION ---PAGE BREAK--- Page 13 13 STRUCTURAL STEEL Structural steel is inspected by STRATA’s quali‐ fied inspectors to confirm that steel connec‐ tions meet the specified acceptable criteria. Inspections are performed in accordance AWS (American Welding Society), AISC (American Institute of Steel Construction) and ASTM (American Society for Testing Materials) codes and standards. ♦ Field Welding ♦ High‐Strength Bolting ♦ Ultrasonic Testing ♦ Fabrication Shop Inspections ASPHALTIC CONCRETE Asphaltic Concrete is inspected and tested to ensure that conditions and materials meet the specified acceptance criteria. ♦ Asphalt Placement ♦ Asphalt Mix Designs SPRAY‐APPLIED FIREPROOFING Visual inspection and physical tests of spray‐ applied, fire‐resistive material applications are performed to identify the condition of the sub‐ strates, thickness of the application, density, bond strength, and adhesion/cohesion. FLOOR FLATNESS TESTING Testing is performed to provide F‐Numbers for floor flatness and levelness. Recently, these parameters have become important design aspects for laboratory space, manufacturing and facilities requiring “flat” surfaces. ♦ Numbers & Profile Graphs ♦ Waviness Index & Wave Height ♦ Graphs Deviation from a 10‐foot Straight Edge ♦ Superflat Wheel Track Analysis ♦ Multiple Concurrent Profile Plots STRATA’S TESTING LABAORATORIES STRATA maintains an AASHTO accredited labo‐ ratory facility in Boise, Idaho and an A2LA ac‐ credited laboratory in Spokane, Washington. These laboratories meet the ASTM qualifica‐ tions as set forth in ASTM E 329, C 1077, C 1093, D 3666, and D 3740. Our testing person‐ nel maintain certifications through the Inter‐ national Code Council (ICC), the National Insti‐ tute for Certification of Engineering Techni‐ cians (NICET), the American Concrete Institute (ACI), Western Alliance for Quality Transporta‐ tion Construction (WAQTC), and American Welding Society (AWS). Our laboratories provide a wide range of ma‐ terial testing services; from moisture density curves to flexible wall permeability's. STRATA is currently the only laboratory in the region that provides testing for alkali silica reactivity of concrete aggregate and triaxial shown strength. We take pride in our ability to pro‐ vide clients with custom testing for unique circumstances and materials. ---PAGE BREAK--- Page 14 14 SOILS ♦ Sieve/Hydrometer Analysis ♦ Liquid Limit/Plastic Limit ♦ Specific Gravity ♦ Moisture‐Density Relationship (Proctor) ♦ Unit Weight/Moisture Content ♦ Sand Equivalent ♦ Permeability ♦ Consolidation ♦ Preliminary Evaluation ♦ Ground Water Monitoring ♦ Excavation Inspection ♦ Fill Placement Inspection ♦ Inspection ♦ Density (Compaction) Control ♦ Percolation ♦ California Bearing Ratio ♦ R‐Value ♦ pH & Resistivity ♦ Direct & Triaxial Shear PORTLAND CEMENT CONCRETE ♦ Aggregate Evaluation ♦ Complete Mix Design ♦ Unit Weight/Yield ♦ Compressive Strength ♦ Field Control & Inspection ♦ Coring & Testing of Hardened Concrete ♦ Batch Plant Inspection ♦ Concrete Placement Inspection ♦ Reinforcing Steel Inspection ♦ Statistical Analysis ♦ Concrete Shrinkage AGGREGATE MATERIALS ♦ Sieve Analysis ♦ Specific Gravity Absorption ♦ Unit Weight & Voids ♦ Los Angeles Abrasion ♦ Soundness ♦ Deleterious Substances ASHPALTIC CONCRETE ♦ Aggregate Evaluation ♦ Mix Design (Job Mix Formula) ♦ Batching/Mixing Plant Inspec‐ tion ♦ Complete Field Control ♦ Extraction ♦ Coring of Pavement ♦ Density ♦ Immersion ‐ Compression ♦ Un‐compacted Voids STRUCTURAL STEEL & WELDING ♦ Structural Steel Fabrication & Erection ♦ Rebar Connector Slippage ♦ Welder Qualification ♦ Welding Inspection ♦ Bolted Connection Torque ♦ Non‐Destructive Ultrasonic Testing ♦ Tensile Strength MASONRY ♦ Aggregate Evaluation ♦ Mortar and Grout Mix Design ♦ Masonry Construction Inspec‐ tion ♦ Compressive Strength (Mortar, Grout, Block & Brick) ♦ Absorption ♦ Block Shrinkage ♦ Complete Field Control ♦ Reinforcing Steel Inspection FIREPROOFING ♦ Thickness and Density ♦ Application Inspection TRUSS MANUFACTURING ♦ Load Test Verification (HUD & IBC Standard) ♦ Quality Assurance Observation Inspection STRATA’S CAPABILITES FOR INSPECTION & TESING SERVICES ---PAGE BREAK--- Page 15 15 STRATA STAFF EXPERIENCE ---PAGE BREAK--- Page 17 17 PROFESSIONAL REGISTRATION AND AFFILIATIONS : ♦ Professional Engineer: Idaho ♦ ASCE, Past President of Southern Idaho Section. ♦ ASCE Geoinstitute ♦ ISPE, Current Future City Committee Chair; Former Public Relations and Eweek Committee Chair ♦ ACEC Idaho, Former ACEC‐ITD Liaison Geogrid Subcommittee Chair ♦ National Engineers Week Future City Competition – Idaho Regional Coordi‐ nator 2004 to Present Idaho Environ‐ mental Forum EDUCATION: M. Civil Engineering –2000 ‐ University of South Carolina B.S., Civil Engineering –1990 Virginia Polytechnic Institute & State Uni‐ versity Client Commitment: “My commitment to our clients is to pro‐ vide quality service in a timely manner.” PROJECT ASSIGNMENT: Senior Environmental/Geotechnical Engineer Bill Holder leads our Environmental Services in the Boise, Idaho office. Bill has approximately 15 years experience in Project Management; Phase I and Phase II Environmental Site Assessments; Environmental Engineering; Site Charac‐ terization; Groundwater Hydrology, Contaminant Transport, Nutrient‐Pathogen Studies, SPCC Plans, UST/AST Manage‐ ment, Permitting; Geotechnical Engineering: Foundation Studies, Pavement Design, Geogrid Reinforced Pavement Design, Slope Stability, Borrow Evaluations, Liquefaction Analysis, and Soil Liner Construction Quality Assurance; Landfills: Site Studies, Groundwater Monitoring, Geotechnical Analysis, Construction Quality Assurance; and Land Development. REPRESENTATIVE EXPERIENCE: ♦ Environmental Site Assessments Project engineer/manager/reviewer for 250+ Phase I ESAs and 40+ Phase II ESAs in SC, VA, and ID. ♦ Underground Storage Tanks Project engineer/manager/reviewer for 20+ site charac‐ terization projects involving leaking USTs in SC, VA, and ID. Also prepared corrective action plans and tank clo‐ sure reports. ♦ Nutrient Pathogen Studies Project manager/reviewer for 20+ Level I NP studies and four Level II NP studies in ID, including seven that required evaluation of phosphorous impacts to surface water. ♦ RCRA Facility Investigation Project manager for the investigation of a methylene chloride contaminated site. ♦ Spill Prevention, Control, and Countermeasures (SPCC) Plans Project engineer for the preparation of SPCC plans for asphalt and bulk petroleum facilities in ID, VA, OH, and MD. ♦ National Environmental Policy Act (NEPA) Screenings Project engineer/manager for NEPA screenings for 75+ proposed communications tower sites. William Henry Holder, PE ---PAGE BREAK--- Shawn Patrick Ringo [EMAIL REDACTED] IDAHO MONTANA NEVADA OREGON UTAH WASHINGTON WYOMING www.stratageotech.com 1428 S Main St Moscow, Idaho 83843 P.[PHONE REDACTED] F.[PHONE REDACTED] Professional Licenses and Certifications: Resource Protection Well Constructor Idaho and Oregon AHERA Accredited Asbestos Inspector National Education: Bachelor of Science –1997 Environmental Science and Regional Planning Water Quality Emphasis Washington State University Client Commitment: "I am personally committed to contributing to the success through top performance in an organization whose products and mission positively serve the community." Project Assignment: Project Manager Shawn is the lead environmental scientist for STRATA’s Northern Idaho and Eastern Washington offices. Shawn has more than nine years experience conducting subsurface environmental and geotechnical investigations on projects throughout Idaho, Oregon and Washington. Areas of specialization are subsurface soil exploration, remediation analysis and geologic characterization, AHERA asbestos inspections, Idaho DEQ Risk Evaluation Modeling and Washington DOE Model Toxics Control Act remedy selection. Representative Experience: • Moscow Railroad Corridor, Moscow, Idaho. Performed multiple Phase I ESAs and subsurface investigations for properties vacated by Union Pacific and Burlington Northern Railroads. • Washington State University, Pullman, Washington. Performed asbestos inspections and post abatement clearance sampling. • Big Creek Repository, Bunker Hill Superfund Site, Idaho. Led drill derived subsurface investigation of former settlement ponds underlying repository. • Idaho Department of Environmental Quality, Idaho. Provided technical assistance and conducted subsurface investigations for numerous State Brownfields projects. • Gritman Medical Center, Moscow, Idaho. Performed Phase I ESAs, subsurface investigations and asbestos inspections. • Portland Combined Sewerage Overflow Project, Portland, Oregon. Conducted subsurface investigations to address Geotechnical and Environmental conditions prior to and during construction. • Veterans Administration Medical Center, Tacoma, Washington. Performed ESA and site groundwater and geotechnical evaluation of VA property prior to new construction • Palouse Basin Geotechnical Investigation, Latah County, Idaho. Led subsurface investigation of recharge to Wanapum Aquifer. ---PAGE BREAK--- Page 18 18 PROFESSIONAL REGISTRATION AND AFFILIATIONS: ♦ Hazardous Waste Operations EPA 40 Hour Training ♦ NICET Level lV Certified ♦ Troxler Nuclear Certified ♦ ACI Grade 1 Laboratory Tech ♦ WAQTC Aggregates ♦ ICC Masonry Special Inspector EDUCATION: Bachelor of Science – 1978 Geology James Madison University Harrisonburg, VA Client Commitment: Chris strives to promote timeliness and accuracy in laboratory testing, encompass‐ ing a wide range of testing while promot‐ ing a strong teamwork atmosphere. PROJECT ASSIGNMENT: Sr. Environmental Scientist Chris is a senior environmental scientist in the Boise office with 16 years experience in the environmental field. He manages environmental projects involving solid waste, wastewater, groundwater contamination. subsurface soil contamination. contaminated soil remediation and under‐ ground storage tanks (USTs). AREAS OF EXPERIENCE INCLUDE: Vapor extraction, air sparging, thermal and catalytic oxida‐ tion of soil vapors, UST removal and assessment, container‐ ized liquid/solid characterization, ground water well installa‐ tion, groundwater monitoring, surface treatment of con‐ taminated soils (land farming), HDPE liner installation and Phase I and II environmental Assessments. REPRESENTATIVE ENVIRONMENTAL EXPERIENCE: ♦ Chevron, State Wide Projects, Idaho UST Removal, Subsurface Soil and Groundwater Remediation, Reme‐ diation System Maintenance and Groundwater Moni‐ toring. ♦ US West, State Wide Projects, Idaho and Washington UST Removal, Subsurface Soil and Groundwater Remediation, Groundwater Monitoring ♦ Idaho Department of Public Works, State Wide Pro‐ jects, Idaho UST Removal, Subsurface Soil and Ground‐ water Remediation, Groundwater Monitoring. ♦ Jarmin‐Sinclair Service Station, Emmett, Idaho Ground‐ water Monitoring, Subsurface Soil and Groundwater Remediation, and Remediation System Design and Maintenance. ♦ Gritman Memorial Hospital, Moscow, Idaho Vapor Pilot Testing for Vapor Removal System ♦ Bonneville County Landfill, Idaho Falls, Idaho Ground‐ water Monitoring Well Network Installation ♦ Iowa Beef Producers, Kuna, Idaho HDPE Installation Inspection ♦ US Ecology Hazardous Waste Landfill, Grand View, Idaho Clay and HDPE Liner Installation Inspection and Testing ♦ Ada County Municipal Landfill, Boise, Idaho HDPE Installation Inspection and Quality Assurance Christopher A. Kaetzel ---PAGE BREAK--- Page 19 19 PROFESSIONAL REGISTRATION AND AFFILIATIONS: ♦ Engineer in Training ♦ Professional Geologist ♦ Certified Nuclear Densometer Op‐ erator EDUCATION: BS Geological Engineering ‐ 2002 University of Idaho MS Geological Engineering ‐ 2003 University of Idaho Client Commitment: “Highest priority is to perform accurate geotechnical, hydrogeologic and environ‐ mental assessments and construction ma‐ terials testing and inspections to enable our clients to make the best possible de‐ sign and construction decisions." PROJECT ASSIGNMENT: Senior Staff Engineer Chris Comstock has been a member of the STRATA team since 2000 while he was finishing a bachelor’s degree from the University of Idaho in Geologic Engineering. Chris spe‐ cializes in geologic mapping and reconnaissance, foundation design, and all aspects of construction material testing and laboratory testing. REPRESENTATIVE EXPERIENCE: The Cliffs Planned Community, Boise, Idaho. Accomplished comprehensive geologic mapping and preliminary geotechni‐ cal analyses for the planned community and a complex hy‐ drogeologic investigation for the MBR sewer treatment plant affluent. ♦ Lonesome Dove Subdivision, Lonesome Dove Ranch, Eagle, Idaho. Project manager for services from feasibil‐ ity study, groundwater evaluation, geotechnical evalua‐ tion, slope stability evaluation, Phase 1 environmental site assessment plan and construction material testing services. ♦ North Lake Sewer and Water District Treatment Plant, Donnelly, Idaho. Accomplished a hydrogeologic investi‐ gation to evaluate rapid infiltration basins (RIBs) dispos‐ ing sanitary effluent within 500 feet of Cascade Lake and a geotechnical evaluation for the MBR Treatment Plant facility. ♦ City of Kuna MBR Treatment Plant, Kuna, Idaho. Per‐ formed a hydrogeologic investigation to evaluate efflu‐ ent disposal options for the City of Kuna. Also project managed the geotechnical evaluation and construction observation services for the MBR. ♦ Hydrogeologic Investigations, Boise County, Idaho. Ac‐ complished several hydrogeologic investigations for drinking water in Boise County. ♦ Nutrient Pathogen Evaluations,. Project managed nu‐ merous nutrient pathogen evaluations to evaluate groundwater contamination issues from on‐site waste‐ water treatment systems in Ada, Canyon, Boise, Owy‐ hee, Washington, Elmor, Gem, and Valley Counties, Idaho. ♦ Granite/Reeder Wastewater Land Application Permit. Worked with DEQ and the project team to evaluate pro‐ ject setbacks from a wastewater land application area to help protect downgradient private domestic wells. Over‐ saw installation of three exploratory wells, aquifer pump test, groundwater quality sampling, and hydrogeologic modeling. Christopher M.Comstock ---PAGE BREAK--- Page 20 20 PROFESSIONAL REGISTRATION AND AFFILIATIONS: ♦ Professional Engineer Idaho and Washington ♦ Professional Geologist Washington ♦ ICBO Reinforced Concrete Inspector ♦ WABO Technical Director ♦ ISPE President – 2002, 2001, 2000 Vice President – 1999 EDUCATION: Bachelor of Science –1993 Geological Engineering University of Idaho Master of Science –1996 Geological Engineering University of Idaho Fundamentals of Professional Practices, ASFE – 1998 Client Commitment: "I strive to provide continuous client com‐ munication to incorporate design efficien‐ cies and develop cost effective solutions to soil engineering problems." PROJECT ASSIGNMENT: Project Manager Travis is the President of STRATA, INC. and is the Moscow, Idaho Area Manager. Travis has numerous years experience with environmental, material testing and geotechnical engi‐ neering projects throughout Idaho and Washington and provides overall leadership for project team activities. Areas of specialization are subsurface soil exploration, remediation analysis and geologic characterization, conven‐ tional and deep foundation design, asphalt pavement evaluation, geotechnical analysis of landslides and slope stability, environmental site assessments, site monitoring and construction materials testing. REPRESENTATIVE EXPERIENCE: ♦ Pullman Memorial Hospital, Pullman, Washington. Ge technical evaluation, Level I environmental site assess‐ ment and construction materials testing. ♦ Square I Building, Pullman, Washington. Level I site assessment, remediation planning, compliance testing and reporting, WDOE closure and material testing. ♦ Corporate Point Office Building, Pullman, Washington. Geotechnical engineering evaluation of new, two‐story professional office space. ♦ Power Plant Addition, Washington State University, Pullman, Washington. Geotechnical foundation and shoring evaluation with MSE wall support. ♦ Gritman Medical Center, Moscow, Idaho. Geotechni‐ cal evaluation, environmental site assessment, compli‐ ance monitoring and testing, design, installation and monitoring of a sub‐floor vapor emission collection sys‐ tem. ♦ Les Schwab, Pullman, Washington. Geotechnical evaluation and environmental assessment for the staged construction of new addition on the ex‐ isting building. ♦ Aspen Village/Pine Ridge Apartments, Pullman, Wash‐ ington. Geotechnical evaluation of a large, multi‐ tenant resi‐dential development north of Terreview Drive. Hillside development evaluation included drain‐ age character‐istics, pavement design, soft soil stabili‐ zation, slope stability, foundation design and construc‐ tion consultation. Travis J. Wambeke, P.E., P.G. ---PAGE BREAK--- Page 21 21 H. Robert Howard, P.E. PROFESSIONAL REGISTRATION AND AFFILIATIONS: ♦ Professional Engineer Idaho, Nevada, and Oregon EDUCATION: MS Civil Engineering –1976 University of Idaho, Moscow, ID Masters of Engineering/Civil BS Mechanical Engineering ‐ 1971 University of Utah, SLC, Utah Client Commitment: Bob strives to provide client communica‐ tion to incorporate design efficiencies and develop cost effective solutions to soil and environmental engineering problems. PROJECT ASSIGNMENT: Project Manager Bob is the Vice‐President of Strata with 30 years of experi‐ ence in the geotechnical engineering field. He oversees and provides leadership for area projects. Areas of specialization include Soil Mechanics and Founda‐ tion Engineering, Facility Planning – Geotechnical Engineer‐ ing Evaluations‐Design, remediation, and Construction, for new and existing City facilities, environmental assessments and related Project Management of Construction Materials Testing REPRESENTATIVE EXPERIENCE: ♦ Water and Wastewater Distillation Storage Facilities, Idaho, Nevada, Utah – Geotechnical and hydrologic evaluations for storage facilities involving embank‐ ments, tanks, piping/tunnels, and pump station ♦ College of Idaho Athletic Complex including Basement Level, Olympic Swimming Pool and Basketball Areas, Caldwell, Idaho. Geotechnical investigation, drainage system and dewatering design. ♦ ESA, SEW For Residential and Commercial Pro‐ jects‐ Idaho and Washington ‐ Provided project and senior‐level consultation, review and facilitation from initial project evaluation to report preparation. ♦ Erosion Sediment Control/Grading Drainage Plans, City of Boise/Ada County – Prepared and provided Consul‐ tation and senior review for preparation of and review response from City and County staff. ♦ Water and Wastewater Distillation/Storage Facilities, Caldwell, Nampa, Boise, Idaho – Geotechnical and hy‐ drologic evaluations for storage facilities involving em‐ bankments, tanks, piping/tunnels, and pump stations. ♦ McCall Wastewater Treatment Facility Expansion, McCall, Idaho. Geotechnical and hydro‐geologic design of earth embankments and underdrain system, model‐ ing of regional and local underground water table, ob‐ servation/testing of embankments for a 240 million gallon storage lagoon with an HDPE liner, under‐drain system and leakage detection system. ---PAGE BREAK--- Page 22 22 Angela Lemmerman PROFESSIONAL REGISTRATION AND AFFILIATIONS: ♦ Engineer in Training ♦ Geologist in Training (G.I.T) ♦ Association of Engineering Geologists ♦ Geological Society of America EDUCATION: BS Geological Engineering ‐ 2004 Colorado School of Mines MS Geological Engineering ‐ 2005 Colorado School of Mines Client Commitment: “My primary goal is to provide re‐ search and site reconnaissance in‐ formation and work with other STRATA individuals to help evaluate the presence of environmental con‐ ditions at the project site to provide complete, accurate and useful infor‐ mation to assist Phase 1 Environ‐ mental Site Assessments.” PROJECT ASSIGNMENT: Staff Engineer and Geologist Angie has been a member of the STRATA team since 2005. Angie specializes in environmental site assessments, geotechnical design considerations, hydrogeologic analyses, geologic mapping and recon‐ naissance. REPRESENTATIVE EXPERIENCE: ♦ Crescent Rim Condominiums – Boise, Idaho. Conducted a Phase I ESA for the proposed condominiums site in Boise. The site comprised of five separate parcels. Historical research indi‐ cated the possible presence of an abandoned UST. Coordinated with a geophysical survey crew to conduct a GPR survey to sup‐ port or deny the presence of the suspected UST. ♦ Legacy Development – Eagle, Idaho. Conducted a Phase I ESA for the approximate 680‐acre proposed subdivision to be located in Eagle. Provided extensive photos and locations of areas of concerns identified at the project site. Obtained documentation relative to a past LUST release on site to verify clean‐up compli‐ ance to the client. Provided opinions and recommendations, under the supervision of a project manager, relative to addi‐ tional investigations at the site. ♦ Progress Avenue Commercial Building – Meridian, Idaho. Con‐ ducted a Phase I ESA for and approximate existing 16,400‐square ‐foot commercial building located on the site, which included 15 units. Reviewed drawings and specifications for the existing build‐ ing on site to identify any reference to asbestos‐containing materi‐ als. ♦ North Lake Water and Sewer District, Rapid Infiltration Basin – Donnelly, Idaho. Completed aquifer pump tests to evaluate the hydraulic conductivity and groundwater gradient for the pro‐ posed rapid infiltration basin. Completed contaminate fate and transport modeling to evaluate the impacts from phosphates from treated effluent to nearby Cascade Lake and impacts from nitrates in septic effluent to groundwater at the site. ♦ St. Vincent, Overland Rd., Boise, ID. Performed a Phase I ESA for a two acre site with a former fuel station. Assisted in con‐ ducting a Phase 2 ESA to verify the absence or presence of con‐ taminated soil. ♦ Verizon Wireless, Idaho and Oregon. Conducted Phase I ESA and NEPA studies for numerous communication tower sites throughout Idaho and Oregon. ---PAGE BREAK--- Page 23 23 Daniel P. Gado, P.E. PROFESSIONAL REGISTRATION AND AFFILIATIONS: ♦ Professional Engineer: Idaho, Montana, Colorado, Utah, and Wyoming ♦ ASCE, CEI, Tau Beta Pi EDUCATION: Bachelor of Science – 1980 Civil and Environmental Engineering Clarkson University, Ithaca, N.Y. Masters of Engineering/Civil Geotechnical Engineering – 1982 Cornell University, Ithaca, N.Y. Client Commitment: Dan strives to provide continuous client communication, to incorporate design efficiencies, and to develop cost effective solutions to soil engineering problems. PROJECT ASSIGNMENT: Project Manager Dan is the engineering manager for our Boise, Idaho office with 25 years of experience in the geotechnical and environ‐ mental engineering field. He oversees area projects and provides leadership for team activities. Areas of specialization include environmental site assess‐ ments, retaining wall design, excavation support and instru‐ mentation, earth embankment design and stability assess‐ ments, foundation designs in difficult soil conditions includ‐ ing, site preloading and deep foundations, construction monitoring programs. REPRESENTATIVE EXPERIENCE: ♦ Crescent Rim Condominiums – Boise, Idaho. Con‐ ducted a Phase I ESA for the five acre condominiums site in Boise. The site comprised of five separate par‐ cels. Historical research indicated the possible pres‐ ence of an abandoned UST. Coordinated with a geo‐ physical survey crew to conduct a GPR survey to sup‐ port or deny the presence of the suspected UST. ♦ Legacy Development – Eagle, Idaho. Conducted a Phase I ESA for the approximate 680‐acre proposed subdivision to be located in Eagle. Provided extensive photos and locations of areas of concerns identified at the project site. Obtained documentation relative to a past LUST release on site to verify clean‐up compliance to the client. ♦ Jarmin Sinclair – Emmett, Idaho. Environmental as‐ sessment of underground fuel spill; including develop‐ ing a remediation cleanup plan. Monitored vapor ex‐ traction/sparge remediation system Including: site in‐ vestigation – pilot testing, corrective action plan, per‐ mitting, compliance testing and reporting. Environ‐ mental assessment of underground fuel spill including estimating limits of contamination and developing a remediation cleanup plan. ♦ SI Wash and Lube – New Plymouth, Idaho. Installation of groundwater pumping system and oxygen release compound infusion system including: site investigation – pilot testing, permitting, compliance testing and re‐ porting. ♦ St. Vincent, Overland Rd., Boise, ID. Performed a Phase I ESA for a two acre site with a former fuel sta‐ tion. Assisted in conducting a Phase 2 ESA to verify the absence or presence of contaminated soil. ♦ Verizon Wireless, Idaho and Oregon. Conducted Phase I ESA and NEPA studies for numerous communication tower sites throughout Idaho and Oregon.