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Home My Public Portal About_Coldstream SP_DEIR_Volume 2_CombinedÝ Ý ÑÔÜÍÌÎÛßÓ ÑÔÜÍÌÎÛßÓ ÍÐ ÍÐ ÐÛÝ×Ú×Ý ÔßÒ ÐÛÝ×Ú×Ý ÔßÒ ÜÛ×Î ÎßÚÌ ÒÊ×ÎÑÒÓÛÒÌßÔ ÓÐßÝÌ ÛÐÑÎÌ Ê××ÔÌß ÑÔËÓÛ ÛÝØÒ×ÝßÔ ÐÐÛÒÜ×ÝÛÍ ÍÝØÒòîððçðêîðîç Ñ ÌÌ ÑÉÒ ÑÚ ÎËÝÕÛÛ ïðïèíÌßÎ ÎËÝÕÛÛ ×ÎÐÑÎÌ ÑßÜ ÌôÝßçêïêï ÎËÝÕÛÛ Ð ÎÛÐßÎÛÜ ÞÇ îéîçÐÐÜôÍîîð ÎÑÍÐÛÝÌ ßÎÕ Î×ÊÛ Ë×ÌÛ ÝôÝßçëêéð Î ßÒÝØÑ ÑÎÜÑÊß îðïï Ö ËÒÛ ÌÌ ÑÉÒ ÑÚ ÎËÝÕÛÛ ÝÍÐ ÑÔÜÍÌÎÛßÓ ÐÛÝ×Ú×Ý ÔßÒ ÜÛ×Î ÎßÚÌ ÒÊ×ÎÑÒÓÛÒÌßÔ ÓÐßÝÌ ÛÐÑÎÌ Ê××ÔÌß ÑÔËÓÛ ÛÝØÒ×ÝßÔ ÐÐÛÒÜ×ÝÛÍ ÍÝØÒòîððçðêîðîç Ñ îÌÙÎÝÌÙÚØÏÌ Ì Ì ÑÉÒ ÑÚ ÎËÝÕÛÛ ÌßÎ ïðïèí ÎËÝÕÛÛ ×ÎÐÑÎÌ ÑßÜ ôÝßçêïêï Ì ÎËÝÕÛÛ îÌÙÎÝÌÙÚÜÅ ÐÓÝ îéîçÐÐÜôÍîîð ÎÑÍÐÛÝÌ ßÎÕ Î×ÊÛ Ë×ÌÛ ÝôÝßçëêéð Î ßÒÝØÑ ÑÎÜÑÊß îðïï Ö ËÒÛ Ôß ×ÍÌ ÑÚ ÐÐÛÒÜ×ÝÛÍ ß ÐÐÛÒÜ×ÝÛÍ ßßÔÒÑÐÝ ÐÐÛÒÜ×È ßÒÜ ÑÓÓÛÒÌÍ ßÞÔÝÌ ÐÐÛÒÜ×È ÑÒÍ×ÍÌÛÒÝÇ ßÞÔÛÍ ßÝÔÌ ÐÐÛÒÜ×È ÎßÚÚ×Ý ßÜÔÒ ÐÐÛÒÜ×È Ñ×ÍÛ ßÛÔßÏ ÐÐÛÒÜ×È ×Î ËßÔ×ÌÇ ßÚÔÙ ÐÐÛÒÜ×È ÛÑÌÛÝØÒ×ÝßÔ ßÙÔØ ÐÐÛÒÜ×È ßÆßÎÜÍ ßØÔÞÎ ÐÐÛÒÜ×È ×ÑÔÑÙ×ÝßÔ ÛÍÑËÎÝÛÍ ß×ÔÙÙ ÐÐÛÒÜ×È ÎÛÛÒØÑËÍÛ ßÍÛÍ êÏÇÐÏØêÌÉÛÓÙÙûÏÒÚËÊÌÙÝÑëÎÙÛÕØÕÛîÒÝÐ ôÉÐÙ úÌÝØÊùÐÈÕÌÏÐÑÙÐÊÝÒõÑÎÝÛÊìÙÎÏÌÊ ß ÐÐÛÒÜ×ÝÛÍ ßßÒÑÐÝ ÐÐÛÒÜ×È ßÒÜ ÑÓÓÛÒÌÍ NOTICE OF PREPARATION TO: State Clearinghouse FROM: Jenna Endres, Associate Planner State Responsible Agencies Truckee Community Dev. Dept. State Trustee Agencies 10183 Truckee Airport Road Other Public Agencies Truckee, CA 96161 Interested Organizations (530) 582-7820 SUBJECT: Coldstream Specific Plan Notice of Preparation (NOP) of a Draft Environmental Impact Report The Town of Truckee will be the Lead Agency and will prepare an Environmental Impact Report (EIR) for the project identified below. Project Title: Coldstream Specific Plan Project Applicant Contact: Mike Isle Stonebridge Properties, LLC 3600 American River Dr., Suite 160 Sacramento, CA 95864 Phone:(916) 484-3237 An Initial Study was not prepared for the project and the Town has not made any determinations regarding less-than-significant environmental effects of the project. The EIR will consider all potential environmental effects and will analyze these potential effects at the level of detail necessary to make these determinations of significance. The exhibit attached to the Notice of Preparation lists to date those issues anticipated to require detailed analysis and technical studies that will be evaluated and/or prepared as part of the EIR. We need to know the views of your agency or organization as to the scope and content of the environmental information germane to your agency’s statutory responsibilities or of interest to your organization in connection with the proposed project. Specifically, we are requesting the following: 1.If you are a public agency, state if your agency will be a Responsible or Trustee agency for the project and list the permits or approvals from your agency that will be required for the project and its future actions; 2.Identify significant environmental effects and mitigation measures you believe should be explored in the EIR with supporting discussion of why you believe these effects may be significant; 3.Describe special studies and other information you believe are necessary for the Town to analyze the significant environmental effects, alternatives and mitigation measures you have identified; W:\Truckee, Town of\Coldstream Specific Plan EIR\Work Product\NOP\NOP\Coldstream NOP Comments with revisions.doc NOP – Coldstream Specific Plan EIR, Page 2 4.For public agencies that provide infrastructure and public services, identify any facilities that must be provided (both on- and off-site) to provide services to the proposed development; 5.Indicate whether a member(s) from your agency would like to attend a scoping workshop for public agencies to discuss the scope and content of the EIR’s environmental information (a scoping session for public agencies will be held at 2:00 p.m. in the Town Council Chambers at Town Hall 10183 Truckee Airport Road, Truckee, CA 96161, on June 30, 2009. 6.Provide the name, title, and telephone number of the contact person from your agency or organization that we can contact regarding your comments; 7.Identify alternatives that you believe need to be explored in further detail in the EIR. Town Planning staff will conduct a scoping meeting on June 30, 2009 to allow the public to comment on the scope and content of the EIR’s environmental information. The scoping meeting will begin at 6:00 p.m. in the Town Council Chambers at Truckee Town Hall, 10183 Truckee Airport Road, Truckee, California. Your response must be sent and received by the Town of Truckee by the following deadline: Not later than 30 days after the date of this notice: July 6, 2009 If we do not receive a response from your agency or organization, we will presume that your agency or organization will not have any comment. A responsible agency, trustee agency, or other public agency may request a meeting with Town representatives in accordance with Section 15082(c) of the CEQA Guidelines. Please send your response or comment sheet to my attention to the Truckee Community Development Department, 10183 Truckee Airport Road, Truckee, CA 96161. If you have any questions, please contact me at (530) 582-2922. To download a copy of the Coldstream Specific Plan dated March 2009 please use the following link: http://www.townoftruckee.com/index.aspx?page=467 Date: June 5, 2009 _____________________________________________ Jenna Endres, Associate Planner Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 3 NOTICE OF PREPARATION EXHIBIT Coldstream Specific Plan SPECIFIC PLAN AREA: The 178.6+ acre Coldstream Specific Plan project site is located within the Town of Truckee in Nevada County, California in Township 17 North, Range 16 East, within portions of Figure 1 Section 16 and 17, U.S.G.S Truckee Quadrangle. shows the project site’s regional location. The property is owned by Teichert, Inc. and includes Assessor’s Parcel Numbers 18-560-10, 12; 18-740-22, 23; 18-760-11, 12, 13, 15; 080-010-023 (Placer County).The site is located approximately two miles west of the Town’s historic downtown at the entrance of Coldstream Canyon just south of Interstate-80 Figure 2 approximately ½-mile southeast of Donner Lake. show’s the project site’s location. The site is also within the Truckee Redevelopment Area at the western gateway to Truckee. The site is bordered by the Union Pacific Railroad to the south, the Donner Memorial State Park to the west, and an existing Figure 3 residential development to the east. The site is primarily accessible from Cold Stream Road (). EXISTING LAND USE: The project site has historically been used for aggregate mining along the lower reach of Cold Creek at its confluence with Donner Creek. The site has gone through multiple ownerships, with Teichert acquiring the lease for aggregate harvesting in 1966. Mining operation occurred consistently through 1984. A major reclamation project was implemented in 1985. Reclamation work related to previous mining was completed in 1987, including widenings of the Cold Stream channel to improve passage of 100-year storm flows, re-grading, re-contouring, and re-vegetating of the old mined area (Jensen & Associates, 2002). Ten ponds remain from mining activities presently covering approximately 49 acres, or 32% of the property area (Brown & Caldwell, 2002). SURROUNDING LAND USESFigure 3 . Uses adjacent to the project site are depicted in .The northern edge of the site abuts a variety of land uses, including commercial and residential uses and Interstate 80. Residential land uses consist of single family homes located on Deerfield Drive. Land uses along the southern property boundary include the Union Pacific Railroad and some light industrial property owned by the California Department of Parks and Recreation and Caltrans. The small parcel owned by State Parks is vacant and physically separated from Donner Memorial State Park by Cold Creek and the Caltrans storage yard. The First Baptist church owns and operates a facility that abuts the eastern property boundary of the Plan Area. The remainder of the residentially zoned area to the east is currently under construction for single family homes as part of the Boulders multi-family residential development. Cold Stream Road and Donner Memorial State Park abut the western edge of the site. PROJECT DESCRIPTION: The Coldstream Specific Plan (Plan) includes provision for development of up to 70,000 square feet (sq. ft.) of retail and commercial uses and approximately 345 residential units, the total number of which may vary based upon the provision of affordable housing. The Plan also includes enhancement of former mining pond areas through re-contouring pond fringe areas, construction of a .65 acre wetland for seasonal wetland habitat, removal of large industrial berms separating pond areas to create a larger pond surface area and habitat opportunities, the preservation of over 100 acres of open space, and creation of habitat "islands" to attract local wildlife and migratory waterfowl. The Plan also includes open space management strategies such as restoration and enhancement of Cold Creek in cooperation with the California Department of Parks and Recreation, the Truckee River Watershed Council, and the Town of Truckee and potential improvements to the section of Cold Creek Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 4 along the Coldstream and State Park properties. These improvements will also lessen downstream flooding conditions on Donner Creek by reducing the amount of coarse sediment deposition and improving the flow of Cold Creek. Replacement of the existing Cold Creek Bridge is also proposed as part of the Plan in order to expand the free flow of the creek and reduce backwater and its erosive effects on stream banks. ThePlan also includes a major link to the Truckee River Legacy Trail that will ultimately connect to Donner Memorial State Park and Coldstream Canyon through the Plan Area. In addition, approximately 1.3 miles of publicly accessible Class I trails and over 2.7 miles of recreational soft surface trails are included in the Plan. The Plan includes a 23-acre Highway Commercial (CH) zoned property located at the western end of Deerfield Drive. The addition of the CH property into the Coldstream Specific Plan is intended to eliminate the incompatibility of a highway commercial property located at the end of Deerfield Drive and to provide the opportunity for comprehensive planning of the Plan area. Similarly, a portion of the existing Coldstream Road Highway Commercial area has been acquired to remove the existing Madigan's restaurant building and to allow realignment of Coldstream Road for enhanced roadway treatments, to provide for commercial frontage opportunities, and to create a "Gateway Area” to the project. The Coldstream Specific Plan proposes a wide variety of housing types suitable for various incomes and life stages. Tentative Subdivision Maps will be prepared to subdivide the Plan Area according to the land uses set forth in the Specific Plan. Coldstream Specific Plan NOP Ð´«³¿ Ð´«³¿ Ý±«²¬§ Ý±«²¬§ Ð´«³¿ ÒÚ Ý±´¼ Í°®·²¹ Ý±´¼ Í°®·²¹ Ý±´¼ Ô¿µ» íçë íçë Í·»®®¿ Í·»®®¿ íçë Ý±«²¬§ Ý±«²¬§ Î»²± èð Ö¿½µ±² Ó¿© Î»»®ª±·® Í¬¿³°»¼» Î»»®ª±·® íçë Þ±©³¿² Ô¿µ» ×²¼»°»²¼»²½» Ô¿µ» Þ±½¿ Î»»®ª±·® Ò»ª¿¼¿ Ò»ª¿¼¿ Ú±®¼§½» Ô¿µ» Ì¿¸±» ÒÚ Ý±«²¬§ Ý±«²¬§ Ð®±»® Ý®»»µ Î»»®ª±·® Ô¿µ» Í°¿«´¼·²¹ Ì®«½µ»» Ì®«½µ»» Ü±²²»® Ô¿µ» Ð®±¶»½¬ É¿¸±» Ô¿µ» Ì±·§¿¾» ÒÚ Ô±½¿¬·±² ×²½´·²» Ê·´´¿¹»óÝ®§¬¿´ Þ¿§ ×²½´·²» Ê·´´¿¹»óÝ®§¬¿´ Þ¿§ èð íçë Ô¿µ» Ì¿¸±» Ò»ª¿¼¿ Ô¿µ» Ì¿¸±» Ò»ª¿¼¿ Ð´¿½»® Ð´¿½»® Í¬¿¬» Ð¿®µ Í¬¿¬» Ð¿®µ Ý±«²¬§ Ý±«²¬§ ëð Ú®»²½¸ Ó»¿¼±© Î»»®ª±·® Ô¿µ» Ì¿¸±» Ø»´´ Ø±´» Î»»®ª±·® Ô±±² Ô¿µ» Ù¿®¼²»®ª·´´» Î¿²½¸± Ù¿®¼²»®ª·´´» Î¿²½¸± Û´ Ü±®¿¼± ÒÚ Û´ Ü±®¿¼± Û´ Ü±®¿¼± Í±«¬¸ Ô¿µ» Ì¿¸±» Í±«¬¸ Ô¿µ» Ì¿¸±» Ý±«²¬§ Ý±«²¬§ Ú¿´´»² Ô»¿º Ô¿µ» ëð Ë²·±² Ê¿´´»§ Î»»®ª±·® Ô¿µ» ß´±¸¿ ß´°·²» ß´°·²» Ô±©»® Û½¸± Ô¿µ» Ý±«²¬§ Ý±«²¬§ ×½» Ø±«» Î»®ª±·® Í±«®½»æ ÛÍÎ× Í¬®»»¬³¿° ËÍßô ÐÓÝ Ú·¹«®» ï ìðì Î»¹·±²¿´ Ô±½¿¬·±² Ó¿° Ó×ÔÛÍ ÓÐ ìíæîïæì à çððîñîñê ó ÜÈÓòÍÔÛÝÎßÐÌÝÛÖÑÎÐÄÒßÔÐÝ×Ú×ÝÛÐÍÁÓßÛÎÌÍÜÔÑÝÄÍÜÈÓÄÇÌÒËÑÝÁßÜßÊÛÒÄÍ×ÙÁÄæÌ T:\_CS\Work\Truckee, City of\Stonebridge Specific Plan EIR 29-0038\figures T:\_CS\Work\Truckee, City of\Stonebridge Specific Plan EIR 29-0038\figures NOP – Coldstream Specific Plan EIR, Page 13 SPECIFIC PLAN PROGRAM: The Specific Plan will implement the policies of the Town of Truckee General Plan as they relate to the Plan Area, in addition to establishing development standards and design guidelines for land use districts within the Plan Area. The Specific Plan envisions approximately 70,000 sq. ft. of commercial uses and up to 345 residential units, the total number of which may vary based upon the provision of affordable housing. It is anticipated that the Specific Plan Area will be developed in 5 phases. A breakdown of the proposed land use designations, the purpose of each designation, development standards within each proposed land use designation as well as key project elements are described in the table below. Land Use Plan Purpose of Zoning District/Development Standards Designations Zone district offers retail, commercial, entertainment, office and residential land uses. Village Mixed Use- Maximum Floor Area Ratio (FAR): N/A Commercial (MUC) Maximum Site Coverage: 70% Maximum Height Limit: 50 feet or 3.5 stories Zone district offers both single-family and multi-family opportunities. Minimum Lot Size: 1,600 sq. ft. Village Green Residential Maximum Floor Area Ratio (FAR): N/A (VGR) Maximum Site Coverage: As shown on Final Map building envelope Maximum Height Limit: 35 feet or 3 stories Zone district offers single-family residential opportunities. Minimum Lot Size: 4,500 sq. ft. Village Green Residential Maximum Floor Area Ratio (FAR): N/A Small Lot (VSL) Maximum Site Coverage: 60% Maximum Height Limit: 35 feet or 3 stories Zone district offers single-family residential opportunities. Minimum Lot Size: 6,300 sq. ft. Lakeside Residential (LR) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: 50% Maximum Height Limit: 35 feet or 2 stories Zone district offers both single-family and multi-family opportunities. Minimum Lot Size: 1,600 sq. ft. Forest Residential (FR) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: As shown on Final Map building envelope. Maximum Height Limit: 35 feet or 3 stories Zone district provides a site for the future development of a recreation facility within the Coldstream Plan Area. Minimum Lot Size: Determined through the subdivision process Recreation (REC) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: 40% Maximum Height Limit: 50 feet or 3.5 stories Zone district provides large open space and recreational opportunities. Minimum Lot Size: Determined through the subdivision process Open Space (OS) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: 5% Maximum Height Limit: 24 feet Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 14 Land Use Plan Purpose of Zoning District/Development Standards Designations Other Key Project Elements Open Space Dedication and Management and maintenance of open space will be carried out in Maintenancecompliance with the Coldstream Restoration and Management Plan. Affordable Housing Provides a variety of affordable housing types within the Plan Area. Restores slope surrounding ponds, construct wetland, create habitat buffer, create habitat islands in the large pond, create two habitat corridors for wildlife between the pond systems, develop and Restoration and Management implement open space management strategies that will ensure the Plan preservation of the open space in perpetuity, develop criteria to ensure adequate revegetation/stabilization of the pond slopes, develop and implement water quality protective measures. Provide a link in the Truckee River Legacy trail as well as several Trails and Bikepaths miles of Class I and II trails and bikeways. Provide an open connection from Coldstream Road to Deerfield Drive. CirculationThis roadway connection will be analyzed with several alternative alignment options (Figures 5, 6, 7 and 8). Tentative Maps Large lot and small lot subdivision maps. The Specific Plan preserves on site water features and provides enhancements to existing wetland areas. Parcels within the Plan Area that are designated with an existing Development Code designation, will be subject to the development regulations of that zone. PROJECT APPROVALS: In addition to certification of an EIR, the project will require the following: Approval of the Coldstream Specific Plan. Approval of a Development Agreement or Owners Participation Agreement (OPA). Approval of Development Permits for new construction. Approval of a Tentative Map to subdivide the Plan Area according to the land uses set forth in the Specific Plan. Approval of the Restoration and Management Plan. Approval of a Planned Development to allow deviations to the Town’s Development Code. ISSUES TO BE ADDRESSED IN THE EIR: The Town of Truckee has not prepared an environmental checklist or Initial Study for this project. Based upon previous technical studies prepared for the subject property and staff’s preliminary analysis of the project, the Town anticipates the EIR will address the following environmental issues. 1. Land Use. The proposed project would result in reuse of the +178.6 acre Specific Plan site with a mixed-use community. The proposed project’s compatibility with surrounding land uses, including the adjacent Donner Memorial State Park, will be evaluated in the EIR. The EIR will also discuss the project’s relationship to the General Plan, consistency with the Truckee Redevelopment Area, and the Town of Truckee Development Code and other applicable Town policies as they relate to the proposed project. The proposed Restoration and Management Plan will also be evaluated. Mitigation measures will be recommended, as appropriate. Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 15 2. Population, Employment and Housing. The proposed project would increase the population, employment, and housing on the site given the mix of commercial (approximately 70,000 sq. ft.) and residential uses (up to 345 units) included as part of the Specific Plan. The EIR will discuss existing population and growth trends, population demographics, housing conditions, affordable housing projects and employment. Applicable Town policies, development standards and other appropriate plans and guidelines associated with housing will be reviewed to determine project consistency with these (e.g. Housing Element). The project’s potential for significant environmental issues associated with direct and indirect population, such as an increased demand for affordable housing, will be evaluated. Mitigation measures will be recommended, as appropriate. 3. Traffic and Circulation. The proposed project would include new roadways and parking to support new commercial and residential development. The proposed development may increase traffic on local and regional roadways so the EIR will evaluate key intersections including Coldstream Road/Deerfield Drive, Donner Pass Road/I-80 eastbound ramps, and SR 89 south/I-80 westbound ramps. The analysis will evaluate the project’s connection to Deerfield Drive and the impact upon existing residences along Deerfield Drive. Four roadway alignment options for the extension of Deerfield Drive will be analyzed. These include: 1) Project as designed with open Figure 5 access to Deerfield Drive (); 2) Project as designed with emergency only access to Figure 6 Deerfield Drive (); 3) Project primary roadway redesigned east of Cold Creek with Figure 7 emergency only access to Deerfield Drive and loop road back to the Cold Creek bridge (); and 4) Project primary roadway redesigned east of Cold Creek with emergency only access to Figure 8 Deerfield Drive (). The EIR will also identify potential impacts to parking, transit, bicycle and pedestrian circulation, and safety. Potential impacts from identified circulation improvements/mitigation measures will also be analyzed. Mitigation measures will be recommended, as appropriate. 4. Air Quality. Development of the proposed project could increase emission concentrations within the Town in the form of short-term construction emissions as well as increases in emissions associated with vehicle trips. Construction activities associated with development could increase concentrations of particulate matter. This increase could contribute to existing air pollution within the Truckee Air Basin. Increased air pollution could affect compliance with existing air quality plans and adversely affect the health of sensitive receptors. The project’s consistency with the Town of Truckee Particulate Matter Air Quality Management Plan will also be discussed. The EIR will evaluate potential air quality impacts of the proposed project. Mitigation measures will be recommended, as appropriate. 5. Noise. The project site noise environment is influenced by its proximity to Interstate 80, Deerfield Drive, and the Union Pacific Railroad. Construction activities associated with the proposed project could result in short-term increases in noise levels and vibration. Traffic noise levels would also increase potentially impacting residents along Deerfield Drive. Increased noise levels would also occur in association with the commercial portion of the project in the Donner Memorial State Park area as well as the proposed residential uses adjacent to the commercial uses. Locating sensitive uses in areas with high noise levels could result in adverse health and nuisance effects. The EIR will evaluate potential noise impacts associated with the proposed project. Mitigation measures will be recommended, as appropriate. 6. Soils, Geology and Seismicity. The project site is located in a seismically active region. Development and restoration activities on the site could potentially destabilize soil and geologic conditions. Grading activities may also result in increased rates of soil erosion and siltation. The EIR will assess soil and geologic conditions of the project area to address seismic hazards, including the potential for liquefaction, ground-shaking, soil erosion, and subsidence. Mitigation measures will be recommended, where appropriate. Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 16 7. Hydrology and Water Quality. The project site contains existing water features and wetlands. The EIR will discuss thehydrologic connection between the existing ponds and groundwater. Changes in the topography of the site affecting drainage, runoff, flooding, erosion/sedimentation and stormwater quality will be analyzed, in addition to potential impacts from the creek restoration program. The project will also be evaluated for consistency/compliance with appropriate plans and regulations, including the Town of Truckee Storm Water Management Program and General Orders published by the State Water Resources Control Board. Mitigation measures will be recommended, as appropriate. 8. Biological Resources . The project site project has been substantially disturbed from previous aggregate operations and reclamation. However, migratory birds may visit, nest or forage on the project site. This assessment also identifies potential wetland and riparian impacts based on the presence of these features on the site. The EIR will describe the existing biological conditions within the project area and potential impacts of the proposed project on vegetation and wildlife, including special-status species. The EIR will evaluate potential impacts and environmental benefits associated with proposed restoration activities to wildlife movement in the area. Mitigation measures will be recommended, as appropriate. 9. Cultural and Paleontological Resources. The project vicinity is known to contain significant historic and cultural resources. However, the site has been highly disturbed and the potential for the presence of historic resources is unlikely. Similarly, because of previous mining and reclamation activities, the site is not expected to contain paleontological resources, though there are known paleontological resources in the area. The EIR will nevertheless address potential impacts to archaeological resources and prehistoric archeological and paleontological resources. Mitigation measures will be recommended, as appropriate. 10. Hazards and Hazardous Materials. The EIR will include a description of the potential hazards at the site and the health and safety effects of development of the proposed project. Previous reclamation activities may have removed potential sources of soil and groundwater contamination from the site. While no obvious signs of contamination are evident: federal, state, regional (Lahontan Regional Water Quality Control Board) and County databases and records will be reviewed for the project site and surrounding area for existing and historic documentation of hazardous material use and contamination. Potential risks associated with underground fuel pipelines along the eastern portion of the site will be discussed. In addition, potential wildland fire hazard exposure and potential inundation hazards from Donner Lake will be analyzed. Mitigation measures will be recommended, as appropriate. 11. Aesthetics. The proposed project would alter the existing visual character of the site from undeveloped to a mix of commercial and residential uses. The introduction of development to the site may result in significant impacts to the visual character of the site and its surroundings. The site is visible from Interstate 80 as well as surrounding uses. The EIR will describe the existing visual conditions of the project area, anticipated changes in the landscape characteristics of the project area, and the anticipated increases in nighttime lighting as a result of the project. Visual simulations will be used to analyze the impacts of the project on views from surrounding properties. Mitigation measures will be recommended, as appropriate. 12. Public Services and Utilities. Population and employment growth resulting from the proposed project would exert additional demands on utility infrastructure (water, sewer, electricity, natural gas, telephone, cable) and service providers (parks, public schools, fire and police departments). The EIR will identify existing water, sewer, electricity, natural gas, telephone, cable, solid waste, police, fire, school, and recreation services currently serving the project site and quantify the increase in service demands resulting from the proposed project. Service providers will be Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 17 contacted in order to determine existing service levels in the project area including staffing levels, equipment and facilities, current service capacity, existing service boundaries, and planned service expansions. The availability and adequacy of existing services and infrastructure will be analyzed. Mitigation measures will be recommended, as appropriate. TECHNICAL STUDIES: Several technical studies necessary to adequately address environmental issues will be prepared as part of the EIR process. These studies include, but are not limited to: a traffic study that will describe project related traffic and circulation effects; an air quality analysis to estimate project pollutant emissions; a noise analysis to quantify existing and future noise environments; a biological assessment that includes identification of any potential wetlands on the site; and preparation of visual simulations of the site with proposed development. ALTERNATIVES ANALYSIS: The EIR will include the analysis of project alternatives, including the no project alternative. Alternatives to be potentially considered include but are not limited to a reduced development alternative, and a roadway design alternative. The Town encourages additional suggestions and recommendations during the NOP comment period regarding the nature and content of the alternatives to be considered. CUMULATIVE IMPACTS: The EIR will address the impacts of project development along with other known, approved or reasonably foreseeable development activity in the Town and region. The analysis will be based on a list of known and foreseeable projects in the region as well as development forecasts in the Town of Truckee General Plan adopted November 16, 2006, the Nevada County General Plan adopted in 1996 and the Martis Valley Community Plan adopted in 2004. The analysis will address each identified issue area and will identify appropriate mitigation measures for any identified cumulative impacts. The project’s contribution to greenhouse gases and the environmental effects of climate change will also be analyzed as part of the cumulative impacts discussion. Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 18 This page intentionally left blank. Coldstream Specific Plan NOP éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ NOP – Coldstream Specific Plan EIR, Page 27 Notice of Preparation Distribution List Coldstream Specific Plan AT&T Suddenlink Communications Southwest Gas Corporation Tahoe-Truckee Sanitation Agency Tahoe Truckee Unified School District Tahoe-Truckee Sierra Disposal Truckee Donner Public Utility District Truckee Donner Recreation and Park District Truckee Fire Protection District Town of Truckee Police Department Tahoe-Truckee Sanitation Agency/Truckee Sanitation District California Regional Water Quality Control Board, Lahontan Region California Department of Transportation, District 3 California Department of Fish and Game California Department of Forestry State Clearinghouse, California Office of Planning and Research California Department of Parks and Recreation United States Forest Service, Truckee Ranger Station U.S. Army Corps of Engineers Truckee Donner Historical Society Mountain Area Preservation Foundation Moonshine Inc. Truckee Trails Foundation Truckee Downtown Merchant’s Association Truckee Donner Chamber of Commerce Truckee River Watershed Council Washoe Tribe, Lynda Shoshone Maidu Tribe Union Pacific Railroad Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 28 R EFERENCES Brown & Caldwell. 2002. Cold Stream Property 100-Year Flood Evaluation. December 27, 2002. Jensen & Associates. 2002. Archaeological Inventory Survey, Cold Creek Residential and Commercial Development Project, c. 178 acres in West Truckee at Cold and Donner Creeks, Nevada County, California. June 28, 2002, revised July 29, 2002. Coldstream Specific Plan NOP NOTICE OF PREPARATION TO: State Clearinghouse FROM: Jenna Endres, Associate Planner State Responsible Agencies Truckee Community Dev. Dept. State Trustee Agencies 10183 Truckee Airport Road Other Public Agencies Truckee, CA 96161 Interested Organizations (530) 582-7820 Coldstream Specific Plan SUBJECT: Revised Notice of Preparation (NOP) of a Draft Environmental Impact Report The Town of Truckee hereby releases a Revised NOP for the Coldstream Specific Plan. The original NOP for the project was released by the Town on June 5, 2009. Since that time, modifications have been made to the proposed Coldstream Specific Plan. These changes are incorporated into the attached description of the project but consist of the following: Modification of proposed Truckee River Legacy Trail alignments within the project site to address compatibility with Donner Memorial State Park Analysis of potential off-site trail improvements west (along Coldstream Road and Donner Pass Road) and east of the site (along Deerfield Drive) as an additional community benefit to be considered. Proposed General Plan Amendments to: Modification of General Plan Table LU-3 regarding residential development of up to 345 o residential units. Re-designation of Deerfield Drive from a Local Road to a Minor Collector from o Coldstream Road to 1,000 feet west of Highway 89, if a roadway design alternative that opens Deerfield Drive is selected as the preferred roadway configuration. Modifications to the buffering of the project’s western boundary along Coldstream Road to address compatibility with Donner State Memorial State Park. The Town of Truckee will be the Lead Agency and will prepare an Environmental Impact Report (EIR) for the project identified below. Project Title: Coldstream Specific Plan Project Applicant Contact: Mike Isle Stonebridge Properties, LLC 3600 American River Dr., Suite 160 Sacramento, CA 95864 Phone: (916) 484-3237 Coldstream Specific Plan NOP NOP – Coldstream Specific Plan EIR, Page 2 An Initial Study was not prepared for the project and the Town has not made any determinations regarding less-than-significant environmental effects of the project. The EIR will consider all potential environmental effects and will analyze these potential effects at the level of detail necessary to make these determinations of significance. The exhibit attached to the Notice of Preparation lists to date those issues anticipated to require detailed analysis and technical studies that will be evaluated and/or prepared as part of the EIR. We need to know the views of your agency or organization as to the scope and content of the environmental information germane to your agency’s statutory responsibilities or of interest to your organization in connection with the proposed project. Specifically, we are requesting the following: 1.If you are a public agency, state if your agency will be a Responsible or Trustee agency for the project and list the permits or approvals from your agency that will be required for the project and its future actions; 2.Identify significant environmental effects and mitigation measures you believe should be explored in the EIR with supporting discussion of why you believe these effects may be significant; 3.Describe special studies and other information you believe are necessary for the Town to analyze the significant environmental effects, alternatives and mitigation measures you have identified; 4.For public agencies that provide infrastructure and public services, identify any facilities that must be provided (both on- and off-site) to provide services to the proposed development; 5.Indicate whether a member(s) from your agency would like to attend a scoping workshop for public agencies to discuss the scope and content of the EIR’s environmental information (a scoping session for public agencies will be held at 3:00 PM at Town Hall 10183 Truckee Airport Road, Truckee, CA 96161, on January 27, 2011); 6.Provide the name, title, and telephone number of the contact person from your agency or organization that we can contact regarding your comments; 7.Identify alternatives that you believe need to be explored in further detail in the EIR. Town Planning staff will conduct a scoping meeting on January 27, 2011 to allow the public to comment on the scope and content of the EIR’s environmental information. The scoping meeting will begin at 6:00 PM at Truckee Town Hall, 10183 Truckee Airport Road, Truckee, California. Your response must be sent and received by the Town of Truckee by the following deadline: Not later than 30 days after the date of this notice: January 4, 2011 If we do not receive a response from your agency or organization, we will presume that your agency or organization will not have any comment. A responsible agency, trustee agency, or other public agency may request a meeting with Town representatives in accordance with Section 15082(c) of the CEQA Guidelines. Please note that responses received during the original NOP comment period (June 5 to July 6, 2009) are still valid and will be considered during the preparation of the Draft EIR, as required by CEQA regulations. NOP – Coldstream Specific Plan EIR, Page 3 Please send your response or comment sheet to my attention to the Truckee Community Development Department, 10183 Truckee Airport Road, Truckee, CA 96161. If you have any questions, please contact me at (530) 582-2922. To download a copy of the Coldstream Specific Plan dated March 2009 please use the following link: http://www.townoftruckee.com/index.aspx?page=467 Date: January 4, 2011 _____________________________________________ Jenna Endres, Associate Planner NOP – Coldstream Specific Plan EIR, Page 4 NOTICE OF PREPARATION EXHIBIT Coldstream Specific Plan SPECIFIC PLAN AREA: The 178.6+ acre Coldstream Specific Plan project site is located within the Town of Truckee in Nevada County, California in Township 17 North, Range 16 East, within portions of Figure 1 Section 16 and 17, U.S.G.S Truckee Quadrangle. shows the project site’s regional location. The property is owned by Teichert, Inc. and includes Assessor’s Parcel Numbers 18-560-10, 16; 18-740-22, 23; 18-760-11, 12, 13, 15; 080-010-023 (Placer County).The site is located approximately two miles west of the Town’s historic downtown at the entrance of Coldstream Canyon just south of Interstate-80 Figure 2 approximately ½-mile southeast of Donner Lake. show’s the project site’s location. The site is also within the Truckee Redevelopment Area at the western gateway to Truckee. The site is bordered by the Union Pacific Railroad to the south, the Donner Memorial State Park to the west, and an existing Figure 3 residential development to the east. The site is primarily accessible from Cold Stream Road (). EXISTING LAND USE: The project site has historically been used for aggregate mining along the lower reach of Cold Creek at its confluence with Donner Creek. The site has gone through multiple ownerships, with Teichert acquiring the lease for aggregate harvesting in 1966. Mining operation occurred consistently through 1984. A major reclamation project was implemented in 1985. Reclamation work related to previous mining was completed in 1987, including widenings of the Cold Stream channel to improve passage of 100-year storm flows, re-grading, re-contouring, and re-vegetating of the old mined area (Jensen & Associates, 2002). Ten ponds remain from mining activities presently covering approximately 49 acres, or 32% of the property area (Brown & Caldwell, 2002). SURROUNDING LAND USESFigure 3 . Uses adjacent to the project site are depicted in .The northern edge of the site abuts a variety of land uses, including commercial and residential uses and Interstate 80. Residential land uses consist of single family homes located on Deerfield Drive. Land uses along the southern property boundary include the Union Pacific Railroad and some light industrial property owned by the California Department of Parks and Recreation and Caltrans. The small parcel owned by State Parks is vacant and physically separated from Donner Memorial State Park by Cold Creek and the Caltrans storage yard. The First Baptist church owns and operates a facility that abuts the eastern property boundary of the Plan Area. The remainder of the residentially zoned area to the east is currently under construction for single family homes as part of the Boulders multi-family residential development. Cold Stream Road and Donner Memorial State Park abut the western edge of the site. PROJECT DESCRIPTION: The Coldstream Specific Plan (Plan) and associated Tentative Maps provide for development of up to 70,000 square feet (sq. ft.) of retail and commercial uses and approximately 345 residential units, the total number of which may vary based upon the provision of affordable housing. The Plan also includes enhancement of former mining pond areas through re- contouring pond fringe areas, construction of a 0.65 acre wetland for seasonal wetland habitat, removal of large industrial berms separating pond areas to create a larger pond surface area and habitat opportunities, the preservation of over 100 acres of open space, and creation of habitat "islands" to attract local wildlife and migratory waterfowl. NOP – Coldstream Specific Plan EIR, Page 5 The Plan also includes open space management strategies such as restoration and enhancement of Cold Creek in cooperation with the California Department of Parks and Recreation, the Truckee River Watershed Council, and the Town of Truckee and potential improvements to the section of Cold Creek along the Coldstream and State Park properties. These improvements will also lessen downstream flooding conditions on Donner Creek by reducing the amount of coarse sediment deposition and improving the flow of Cold Creek. Replacement of the existing Cold Creek Bridge is also proposed as part of the Plan in order to expand the free flow of the creek and reduce backwater and its erosive effects on stream banks. The Plan also includes a major link to the Truckee River Legacy Trail that could include off-site trail Figure 9 improvements along Donner Pass Road, Coldstream Road and Deerfield Drive (see ). In addition, approximately 1.3 miles of publicly accessible Class I trails and over 2.7 miles of recreational soft surface trails are included in the Plan. The Plan includes a 23-acre Highway Commercial (CH) zoned property located at the western end of Deerfield Drive. The addition of the CH property into the Coldstream Specific Plan is intended to eliminate the incompatibility of a highway commercial property located at the end of Deerfield Drive and to provide the opportunity for comprehensive planning of the Plan area. Similarly, a portion of the existing Coldstream Road Highway Commercial area has been acquired to remove the existing Madigan's restaurant building and to allow realignment of Coldstream Road for enhanced roadway treatments, to provide for commercial frontage opportunities, and to create a "Gateway Area” to the project. The Coldstream Specific Plan proposes a wide variety of housing types suitable for various incomes and life stages, recreational areas, as well as a buffer area and fencing features along the project’s western boundary in order to ensure compatibility with Donner Memorial State Park. Ð´«³¿ Ð´«³¿ Ý±«²¬§ Ý±«²¬§ Ð´«³¿ ÒÚ Ý±´¼ Í°®·²¹ Ý±´¼ Í°®·²¹ Ý±´¼ Ô¿µ» íçë íçë Í·»®®¿ Í·»®®¿ íçë Ý±«²¬§ Ý±«²¬§ Î»²± èð Ö¿½µ±² Ó¿© Î»»®ª±·® Í¬¿³°»¼» Î»»®ª±·® íçë Þ±©³¿² Ô¿µ» ×²¼»°»²¼»²½» Ô¿µ» Þ±½¿ Î»»®ª±·® Ò»ª¿¼¿ Ò»ª¿¼¿ Ú±®¼§½» Ô¿µ» Ì¿¸±» ÒÚ Ý±«²¬§ Ý±«²¬§ Ð®±»® Ý®»»µ Î»»®ª±·® Ô¿µ» Í°¿«´¼·²¹ Ì®«½µ»» Ì®«½µ»» Ü±²²»® Ô¿µ» Ð®±¶»½¬ É¿¸±» Ô¿µ» Ì±·§¿¾» ÒÚ Ô±½¿¬·±² ×²½´·²» Ê·´´¿¹»óÝ®§¬¿´ Þ¿§ ×²½´·²» Ê·´´¿¹»óÝ®§¬¿´ Þ¿§ èð íçë Ô¿µ» Ì¿¸±» Ò»ª¿¼¿ Ô¿µ» Ì¿¸±» Ò»ª¿¼¿ Ð´¿½»® Ð´¿½»® Í¬¿¬» Ð¿®µ Í¬¿¬» Ð¿®µ Ý±«²¬§ Ý±«²¬§ ëð Ú®»²½¸ Ó»¿¼±© Î»»®ª±·® Ô¿µ» Ì¿¸±» Ø»´´ Ø±´» Î»»®ª±·® Ô±±² Ô¿µ» Ù¿®¼²»®ª·´´» Î¿²½¸± Ù¿®¼²»®ª·´´» Î¿²½¸± Û´ Ü±®¿¼± ÒÚ Û´ Ü±®¿¼± Û´ Ü±®¿¼± Í±«¬¸ Ô¿µ» Ì¿¸±» Í±«¬¸ Ô¿µ» Ì¿¸±» Ý±«²¬§ Ý±«²¬§ Ú¿´´»² Ô»¿º Ô¿µ» ëð Ë²·±² Ê¿´´»§ Î»»®ª±·® Ô¿µ» ß´±¸¿ ß´°·²» ß´°·²» Ô±©»® Û½¸± Ô¿µ» Ý±«²¬§ Ý±«²¬§ ×½» Ø±«» Î»®ª±·® Í±«®½»æ ÛÍÎ× Í¬®»»¬³¿° ËÍßô ÐÓÝ Ú·¹«®» ï ìðì Î»¹·±²¿´ Ô±½¿¬·±² Ó¿° Ó×ÔÛÍ ÓÐ ìíæîïæì à çððîñîñê ó ÜÈÓòÍÔÛÝÎßÐÌÝÛÖÑÎÐÄÒßÔÐÝ×Ú×ÝÛÐÍÁÓßÛÎÌÍÜÔÑÝÄÍÜÈÓÄÇÌÒËÑÝÁßÜßÊÛÒÄÍ×ÙÁÄæÌ T:\_CS\Work\Truckee, City of\Stonebridge Specific Plan EIR 29-0038\figures T:\_CS\Work\Truckee, City of\Stonebridge Specific Plan EIR 29-0038\figures NOP – Coldstream Specific Plan EIR, Page 10 SPECIFIC PLAN PROGRAM: The Specific Plan will implement the policies of the Town of Truckee General Plan as they relate to the Plan Area, in addition to establishing development standards and design guidelines for land use districts within the Plan Area. The Specific Plan envisions approximately 70,000 sq. ft. of commercial uses and up to 345 residential units, the total number of which may vary based upon the provision of affordable housing. It is anticipated that the Specific Plan Area will be developed in 5 phases. A breakdown of the proposed land use designations, the purpose of each designation, development standards within each proposed land use designation as well as key project elements are described in the table below. Land Use Plan Designations Purpose of Zoning District/Development Standards Zone district offers retail, commercial, medical/business professional, research, entertainment, office and residential land uses. Village Mixed Use-Commercial (MUC) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: 70% Maximum Height Limit: 50 feet or 3.5 stories Zone district offers both single-family and multi-family opportunities. Minimum Lot Size: 1,600 sq. ft. Village Green Residential (VGR) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: As shown on Final Map building envelope Maximum Height Limit: 35 feet or 3 stories Zone district offers single-family residential opportunities. Minimum Lot Size: 4,500 sq. ft. Village Green Residential Small Lot Maximum Floor Area Ratio (FAR): N/A (VSL) Maximum Site Coverage: 60% Maximum Height Limit: 35 feet or 3 stories Zone district offers single-family residential opportunities. Minimum Lot Size: 6,300 sq. ft. Lakeside Residential (LR) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: 50% Maximum Height Limit: 35 feet or 2 stories Zone district offers both single-family and multi-family opportunities. Minimum Lot Size: 1,600 sq. ft. Forest Residential (FR) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: As shown on Final Map building envelope. Maximum Height Limit: 35 feet or 3 stories Zone district provides a site for the future development of a recreation facility and retail, commercial, medical/business professional, research, office and residential land uses within the Coldstream Plan Area. Recreation (REC) Minimum Lot Size: Determined through the subdivision process Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: 40% Maximum Height Limit: 50 feet or 3.5 stories NOP – Coldstream Specific Plan EIR, Page 11 Land Use Plan Designations Purpose of Zoning District/Development Standards Zone district provides large open space and recreational opportunities. Minimum Lot Size: Determined through the subdivision process Open Space (OS) Maximum Floor Area Ratio (FAR): N/A Maximum Site Coverage: 5% Maximum Height Limit: 24 feet Other Key Project Elements Management and maintenance of open space will be carried out in Open Space Dedication and Maintenance compliance with the Coldstream Restoration and Management Plan. Affordable Housing Provides a variety of affordable housing types within the Plan Area. Restores slope surrounding ponds, construct wetland, create habitat buffer, create habitat islands in the large pond, create two habitat corridors for wildlife between the pond systems, develop and implement open space Restoration and Management Plan management strategies that will ensure the preservation of the open space in perpetuity, develop criteria to ensure adequate revegetation/stabilization of the pond slopes, develop and implement water quality protective measures. Provide a link in the Truckee River Legacy Trail as well as several miles of Trails and Bikepaths (Figure 9) Class I and II trails and bikeways . Provide an open connection from Coldstream Road to Deerfield Drive. This roadway connection will be analyzed with several alternative Figures 5, 6, 7 and 8 alignment options (). Re-designate Deerfield Drive Circulation from a Local Road to a Minor Collector from Coldstream Road to 1,000 feet west of Highway 89 if a roadway design alternative that opens Deerfield Drive is selected as the preferred roadway configuration Tentative Maps Large lot and small lot subdivision maps. The Specific Plan preserves on-site water features and provides enhancements to existing wetland areas. Parcels within the Plan Area that are designated with an existing Development Code designation, will be subject to the development regulations of that zone. PROJECT APPROVALS: In addition to certification of an EIR, the project will require the following: Approval of the Coldstream Specific Plan. Proposed General Plan Amendments to: Modification of General Plan Table LU-3 regarding residential development of up to 345 o residential units. Re-designate Deerfield Drive from a Local Road to a Minor Collector from Coldstream Road o to 1,000 feet west of Highway 89 if a roadway design alternative that opens Deerfield Drive is selected as the preferred roadway configuration Approval of a Development Agreement or Owners Participation Agreement (OPA). Approval of Development Permits for new construction. NOP – Coldstream Specific Plan EIR, Page 12 Approval of Tentative Map(s) to subdivide the Plan Area according to the land uses set forth in the Specific Plan. Approval of a Planned Development to allow deviations to the Town’s Development Code. Clean Water Act Section 404 Permit or Letter of Permission (LOP) from the Army Corps of Engineers. Clean Water Act Section 401 Water Quality Certification from the Lahontan Regional Water Quality Control Board. éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ éáÞúêáæÎËÒáéËÈÚÒØØúÔÉÄÎ×áêÉÎÏØÛËÔÙÖØêÍØÚÔ×ÔÚíÑÜÏøôë á×ÔÖÈËØÊ T:\_CS\Work\Truckee, City of\Coldstream Specific Plan AD EIR 29-0038-001\NOP\Figures NOP – Coldstream Specific Plan EIR, Page 18 ISSUES TO BE ADDRESSED IN THE EIR: The Town of Truckee has not prepared an environmental checklist or Initial Study for this project. Based upon previous technical studies prepared for the subject property and staff’s preliminary analysis of the project, the Town anticipates the EIR will address the following environmental issues. 1. Land Use. The proposed project would result in reuse of the +178.6 acre Specific Plan site with a mixed-use community. The proposed project’s compatibility with surrounding land uses, including the adjacent Donner Memorial State Park, will be evaluated in the EIR. The EIR will also discuss the project’s relationship to the General Plan, consistency with the Truckee Redevelopment Area, and the Town of Truckee Development Code and other applicable Town policies as they relate to the proposed project. The proposed Restoration and Management Plan will also be evaluated. Mitigation measures will be recommended, as appropriate. 2. Population, Employment and Housing. The proposed project would increase the population, employment, and housing on the site given the mix of commercial (approximately 70,000 sq. ft.) and residential uses (up to 345 units) included as part of the Specific Plan. The EIR will discuss existing population and growth trends, population demographics, housing conditions, affordable housing projects and employment. Applicable Town policies, development standards and other appropriate plans and guidelines associated with housing will be reviewed to determine project consistency with these (e.g. Housing Element) The project’s potential for significant environmental issues associated with direct and indirect population, such as an increased demand for affordable housing, will be evaluated. Mitigation measures will be recommended, as appropriate. 3. Traffic and Circulation. The proposed project would include new roadways and parking to support new commercial and residential development. The proposed development may increase traffic on local and regional roadways so the EIR will evaluate key intersections including Coldstream Road/Deerfield Drive, Donner Pass Road/I-80 eastbound ramps, and SR 89 south/I-80 westbound ramps. The analysis will evaluate the project’s connection to Deerfield Drive and the impact upon existing residences along Deerfield Drive. Four roadway alignment options for the extension of Deerfield Drive will be analyzed. These include: 1) the project as designed with open access to Figure 5 Deerfield Drive (); 2) project as designed with emergency only access to Deerfield Drive Figure 6 (); 3) project primary roadway redesigned east of Cold Creek with emergency only access Figure 7 to Deerfield Drive and loop road back to the Cold Creek bridge (); and 4) project primary roadway redesigned east of Cold Creek with emergency only access to Deerfield Drive and roadway connected to a second bridge over Cold Creek which connects to the gateway commercial area Figure 8 (). The EIR will also identify potential impacts to parking, transit, bicycle and pedestrian circulation, and safety. Potential impacts from identified circulation improvements/mitigation measures will also be analyzed. Mitigation measures will be recommended, as appropriate. 4. Air Quality. Development of the proposed project could increase emission concentrations within the Town in the form of short-term construction emissions as well as increases in emissions associated with vehicle trips. Construction activities associated with development could increase concentrations of particulate matter. This increase could contribute to existing air pollution within the Truckee Air Basin. Increased air pollution could affect compliance with existing air quality plans and adversely affect the health of sensitive receptors. The project’s consistency with the Town of Truckee Particulate Matter Air Quality Management Plan will also be discussed. The EIR will evaluate potential air quality impacts of the proposed project. Mitigation measures will be recommended, as appropriate. 5. Noise. The project site noise environment is influenced by its proximity to Interstate 80, Deerfield Drive, and the Union Pacific Railroad. Construction activities associated with the proposed project NOP – Coldstream Specific Plan EIR, Page 19 could result in short-term increases in noise levels and vibration. Traffic noise levels would also increase potentially impacting residents along Deerfield Drive. Increased noise levels would also occur in association with the commercial portion of the project in the Donner Memorial State Park area as well as the proposed residential uses adjacent to the commercial uses. Locating sensitive uses in areas with high noise levels could result in adverse health and nuisance effects. The EIR will evaluate potential noise impacts associated with the proposed project. Mitigation measures will be recommended, as appropriate. 6. Soils, Geology and Seismicity. The project site is located in a seismically active region. Development and restoration activities on the site could potentially destabilize soil and geologic conditions. Grading activities may also result in increased rates of soil erosion and siltation. The EIR will assess soil and geologic conditions of the project area to address seismic hazards, including the potential for liquefaction, ground-shaking, soil erosion, and subsidence. Mitigation measures will be recommended, where appropriate. 7. Hydrology and Water Quality. The project site contains existing water features and wetlands. The EIR will discuss thehydrologic connection between the existing ponds and groundwater. Changes in the topography of the site affecting drainage, runoff, flooding, erosion/sedimentation and stormwater quality will be analyzed, in addition to potential impacts from the creek restoration program. The project will also be evaluated for consistency/compliance with appropriate plans and regulations, including the Town of Truckee Storm Water Management Program and General Orders published by the State Water Resources Control Board. Mitigation measures will be recommended, as appropriate. 8. Biological Resources . The project site project has been substantially disturbed from previous aggregate operations and reclamation. However, migratory birds may visit, nest or forage on the project site. This assessment also identifies potential wetland and riparian impacts based on the presence of these features on the site. The EIR will describe the existing biological conditions within the project area and potential impacts of the proposed project on vegetation and wildlife, including special-status species. The EIR will evaluate potential impacts and environmental benefits associated with proposed restoration activities to wildlife movement in the area. Mitigation measures will be recommended, as appropriate. 9. Cultural and Paleontological Resources. The project vicinity is known to contain significant historic and cultural resources. However, the site has been highly disturbed and the potential for the presence of historic resources is unlikely. Similarly, because of previous mining and reclamation activities, the site is not expected to contain paleontological resources, though there are known paleontological resources in the area. The EIR will nevertheless address potential impacts to archaeological resources and prehistoric archeological and paleontological resources. Mitigation measures will be recommended, as appropriate. 10. Hazards and Hazardous Materials. The EIR will include a description of the potential hazards at the site and the health and safety effects of development of the proposed project. Previous reclamation activities may have removed potential sources of soil and groundwater contamination from the site. While no obvious signs of contamination are evident: federal, state, regional (Lahontan Regional Water Quality Control Board) and County databases and records will be reviewed for the project site and surrounding area for existing and historic documentation of hazardous material use and contamination. Potential risks associated with underground fuel pipelines along the eastern portion of the site will be discussed. In addition, potential wildland fire hazard exposure and potential inundation hazards from Donner Lake will be analyzed. Mitigation measures will be recommended, as appropriate. NOP – Coldstream Specific Plan EIR, Page 20 11. Aesthetics. The proposed project would alter the existing visual character of the site from undeveloped to a mix of commercial and residential uses. The introduction of development to the site may result in significant impacts to the visual character of the site and its surroundings. The site is visible from Interstate 80 as well as surrounding uses. The EIR will describe the existing visual conditions of the project area, anticipated changes in the landscape characteristics of the project area, and the anticipated increases in nighttime lighting as a result of the project. Visual simulations will be used to analyze the impacts of the project on views from surrounding properties. Mitigation measures will be recommended, as appropriate. 12. Public Services and Utilities. Population and employment growth resulting from the proposed project would exert additional demands on utility infrastructure (water, sewer, electricity, natural gas, telephone, cable) and service providers (parks, public schools, fire and police departments). The EIR will identify existing water, sewer, electricity, natural gas, telephone, cable, solid waste, police, fire, school, and recreation services currently serving the project site and quantify the increase in service demands resulting from the proposed project. Service providers will be contacted in order to determine existing service levels in the project area including staffing levels, equipment and facilities, current service capacity, existing service boundaries, and planned service expansions. The availability and adequacy of existing services and infrastructure will be analyzed. Mitigation measures will be recommended, as appropriate. TECHNICAL STUDIES: Several technical studies necessary to adequately address environmental issues will be prepared as part of the EIR process. These studies include, but are not limited to: a traffic study that will describe project related traffic and circulation effects; an air quality analysis to estimate project pollutant emissions; a noise analysis to quantify existing and future noise environments; a biological assessment that includes identification of any potential wetlands on the site; and preparation of visual simulations of the site with proposed development. ALTERNATIVES ANALYSIS: The EIR will include the analysis of project alternatives, including the no project alternative. Alternatives to be potentially considered include a reduced development alternative, project redesign alternative, and a roadway design alternative. The Town encourages additional suggestions and recommendations during the NOP comment period regarding the nature and content of the alternatives to be considered. CUMULATIVE IMPACTS: The EIR will address the impacts of project development along with other known, approved or reasonably foreseeable development activity in the Town and region. The analysis will be based on a list of known and foreseeable projects in the region as well as development forecasts in the Town of Truckee General Plan adopted November 16, 2006, the Nevada County General Plan adopted in 1996 and the Martis Valley Community Plan adopted in 2004. The analysis will address each identified issue area and will identify appropriate mitigation measures for any identified cumulative impacts. NOP – Coldstream Specific Plan EIR, Page 21 Notice of Preparation Distribution List Coldstream Specific Plan AT&T Suddenlink Communications Southwest Gas Corporation Tahoe-Truckee Sanitation Agency Tahoe Truckee Unified School District Tahoe-Truckee Sierra Disposal Truckee Donner Public Utility District Truckee Donner Recreation and Park District Truckee Fire Protection District Town of Truckee Police Department Tahoe-Truckee Sanitation Agency/Truckee Sanitation District California Regional Water Quality Control Board, Lahontan Region California Department of Transportation, District 3 California Department of Fish and Game California Department of Forestry State Clearinghouse, California Office of Planning and Research California Department of Parks and Recreation United States Forest Service, Truckee Ranger Station U.S. Army Corps of Engineers Truckee Donner Historical Society Mountain Area Preservation Foundation Moonshine Inc. 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361-8384 Prepared by LSC Transportation Consultants, Inc. 2690 Lake Forest Road, Suite C P.O. Box 5875 Tahoe City, California 96145 530 583-4053 June 15, 2011 LSC #097120 Executive Summary PURPOSE This report presents the traffic impacts associated with the development of the proposed PC-1 Coldstream Project in Truckee, California. The proposed project would consist of up to 70,000 square feet of retail, commercial, and potential lodging uses on 8.6 acres and up to 345 residential dwelling units on 54.4 acres, with the remainder of the 178.6-acre site used for recreation and open space. Analysis is conducted for both 2010 and 2030 conditions. A total of five options are evaluated: • Option 1 – Full Land Use with Deerfield Connector : Full access would be provided between the site and Deerfield Drive to the east. With this roadway configuration, one option for the proposed project would include a Town of Truckee General Plan Amendment to re- designate Deerfield Drive as a Minor Collector. • Option 2 – Full Land Use without Deerfield Connector : Vehicle access to Deerfield Drive would be limited to emergency vehicles only. • Option 3 – Full Land Use without Deerfield Connector : Identical to Option 2, except an internal loop road would be provided. • Option 4 – Full Land Use without Deerfield Connector : Identical to Option 2, except a new bridge over Donner Creek would provide site access to Cold Stream Road via the western portion of Donner Pass Road. • Option 5 – Reduced Land Use without Deerfield Connector : Identical to Option 2, except the residential development would be reduced by 50 dwelling units. FINDINGS The findings of the Traffic Impact Analysis are as follows: 1. The PC-1 full land use alternatives (Options 1-4) are expected to generate 506 one-way vehicle-trips (289 inbound and 217 outbound) at the site access points during a summer PM peak hour, and 5,383 one-way vehicle-trips over a summer day. The reduced land use alternative (Option 5) is expected to generate 468 vehicle trips (265 inbound and 203 outbound) at the site access points during summer PM peak hour, and 4,972 over a summer day. 2. All of the study intersections except the following three operate at an acceptable Level of Service (LOS) during the summer PM peak-hour in 2010 with the PC-1 project: SR 89 South/Donner Pass Road/Frates Lane – LOS E for all options I-80 Westbound Ramps/Donner Pass Road (Western Interchange) – LOS F for Options 2-5 only I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road – LOS F for all options 3. Under future 2030 conditions, all of the study intersections except the following three operate at an acceptable LOS during the summer PM peak-hour with the PC-1 project: PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis ES 1 SR 89 South/Donner Pass Road/Frates Lane – LOS F for all options I-80 Westbound Ramps/Donner Pass Road (Western Interchange) – LOS F for all options I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road – LOS F for all options 4. Implementation of the reduced land use alternative (Option 5) does not provide a notable benefit in regards to intersection LOS or traffic queuing in comparison with the other alternatives. 5. Roadway LOS is expected to be acceptable on all study roadway segments under existing and future conditions, with or without the PC-1 project under all options. 6. If Deerfield Drive to the east of the site (Option 1) is open to general traffic, the proposed project would result in an increase of 204 one-way vehicle-trips using this route during busy PM peak hour periods. Total daily one-way vehicle-trips on the residential portion of Deerfield Drive would be increased by approximately 2,340. This traffic increase would not be consistent with the adopted standard for impact on a local residential roadway, as set forth in the Truckee General Plan Circulation Element Policy P2.2. However, Option 1 is consistent with the General Plan Policy P2.4 and Goal CIR-4, as it would improve connectivity within and between community areas. The increase in traffic under this option would result in minor delays for residents pulling out of their driveways. However, given the adequate driver sight distances along Deerfield Drive, this is not considered to be a significant safety or delay problem. This increase in traffic would also impact current pedestrian and bicycling conditions along the roadway. 7. If a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration, and if the option for the project including a General Plan Amendment to re-designate Deerfield Drive from a Local Road to a Minor Collector from Coldstream Road to a point 1,000 feet west of SR 89 is implemented, the Average Daily Traffic volume (ADT) on this segment of Deerfield Drive would exceed the level of a Collector roadway, as defined in Section 4.01 of the Town’s Public Improvement and Engineering Standards.Additionally, the increase in traffic under this option would result in minor delays for residents pulling out of their driveways. However, given the adequate driver sight distances along Deerfield Drive, this is not considered to be a significant safety or delay problem. This increase in traffic would also impact current pedestrian and bicycling conditions along the roadway. Provision of the Class I Legacy Trail, however, would result in acceptable overall bicycling and walking conditions. 8. Implementation of Options 2, 3, 4, or 5, would result in a negligible increase in traffic on the existing local roadway segment of Deerfield Drive. Therefore, according to Policy P2.2 in the General Plan Circulation Element, Options 2, 3, 4, and 5 are allowable development alternatives. However, these options are not consistent with Policy P2.4 and Goal CIR-4, as they would not improve connectivity to the adjacent street network. 9. Adequate LOS is expected to be provided for all ramp merge and diverge areas at the I-80/ Donner Pass Road Western Interchange under existing and future conditions, with or without the PC-1 project. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan ES 2 Traffic Impact Analysis 10. The existing ramps at the I-80/Donner Pass Road Western Interchange do not conform to Caltrans standards regarding acceleration/deceleration length. In addition, the eastbound off-ramp does not provide sufficient length. 11. The driver sight distance at the existing study intersections is adequate, with the exception of the I-80 Westbound Ramps/Donner Pass Road (Western Interchange) intersection. Removal of existing bushes is recommended to provide adequate sight distance. The driver sight distance at the proposed Class 1 Legacy Trail crossings within and near the PC-1 site is expected to be adequate, with the exception of the stopping sight distance for eastbound drivers approaching the trail crossing along the proposed Primary Road immediately west of the existing Deerfield Drive residential neighborhood. Note that this sight distance concern only applies if a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration. The sight distance at this trail crossing is expected to be adequate under Options 2-5, given that Deerfield Drive would be gated at this location. 12. Options 2, 3, and 4 (full land use without Deerfield Connector) are estimated to generate a total of approximately 2,219 new Vehicle Miles of Travel (VMT) in the region during the summer PM peak hour. The total PM peak-hour VMT estimate for Option 1 (full land use with Deerfield Connector) is 2,082. The Deerfield Drive connection would reduce VMT associated with full build out of PC-1 by approximately 6.2 percent. The reduced land use option (Option 5) is forecast to result in 2,018 new VMT. 13. The proposed off-site trail alignments were reviewed, and one concern was identified. The Class I Legacy Trail is proposed to run along the south side of Deerfield Drive adjacent to the Crossroads Shopping Center. This commercial frontage has limited space, due to right- of-way constraints and the presence of sidewalks on both sides of the roadway. The trail alignment plans propose to reduce the street width by approximately 6 feet. As the eastbound Deerfield Drive approach on SR 89 contains three turn lanes (two left-turn lanes and one right-turn lane), final plans for this section of the Legacy Trail will need to allow for adequate transition and taper length for the eastbound right-turn lane on Deerfield Drive. CONCLUSIONS The following mitigation measures are recommended to address transportation impacts: 1. Either of the following improvements would mitigate LOS deficiencies at the SR 89 South/Donner Pass Road/Frates Lane intersection. Signal Improvements: Either provision of an eastbound right-turn overlap phase or re- configuration of the northbound approach to provide an exclusive left-turn lane and a shared through/right-turn lane. In 2030, both improvements would be needed, with or without the PC-1 project. Roundabout: A two-lane roundabout with double lane northbound, westbound, and eastbound approaches and a single lane southbound approach. In comparison with the signal improvements, the roundabout would provide shorter queue lengths and less impact on traffic flow at nearby driveways and intersections. However, a detailed roundabout design would be required to evaluate right-of-way and utility relocation requirements. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis ES 3 The signal improvements are considered short range improvements, which are not included in the Town of Truckee Traffic Impact Fee Program. The applicant shall perform a detailed intersection analysis, at the applicant’s expense, to determine the combination of short range improvements which will maximize intersection capacity at this location. The detailed analysis may identify other combinations of re-striping and/or signal phasing improvements beyond those identified in this study which will maximize the short range future capacity of this intersection within the existing roadway widths. The intersection improvements identified through the detailed intersection analysis will be determined during the review of the improvement plans, and approved by the Town Engineer, prior to building permit issuance. Prior to temporary or final Certificate of Occupancy of any buildings, the applicant shall implement the approved intersection improvements, at the applicant’s expense. The applicant may request reimbursement of a fair-share portion of the short-range improvements from future discretionary Category 3 and 4 projects (as defined by General Plan Table CIR-6) that add traffic to the SR 89 South/Donner Pass Road/Frates Lane intersection. It is the intent of the Town to include language requiring such projects to reimburse this project for their fair-share cost of the short-range improvements as a part of the future land use conditions of approval; however, it will be the responsibility of this project applicant to request that such a condition be placed on applicable projects prior to project approval. Provision of a two-lane roundabout is considered a long range improvement and it is included in the Traffic Impact Fee Program. The project’s payment of Traffic Impact Fees would mitigate LOS impacts to this intersection only for the roundabout option, not for the signal improvements option. 2. Either of the following improvements would mitigate LOS deficiencies at the I-80 Westbound Ramps/Donner Pass Road (Western Interchange) intersection: Lane Improvements: Provision of an acceleration lane along Donner Pass Road for left-turns made from the off-ramp. This lane would require widening of the existing overpass. Roundabout: A single-lane roundabout. As improvements to this intersection are included in the Town of Truckee Traffic Impact Fee Program, the project’s payment of Traffic Impact Fees would mitigate LOS impacts to this intersection. 3. Construct a single-lane roundabout at the I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road intersection with a westbound right-turn slip lane (from westbound Donner Pass Road to the eastbound I-80 on ramp), assuming the delay criteria for unsignalized intersections. If the signalized intersection delay criteria are applied, the westbound right- turn slip lane would not be necessary either under no project conditions or with Option 1, but would still be necessary for Options 2, 3, 4, and 5. As improvements to this intersection are included in the Town of Truckee Traffic Impact Fee Program, the project’s payment of Traffic Impact Fees would mitigate LOS impacts to this intersection. 4. Eastbound traffic queues on Deerfield Drive at its intersection with SR 89 South are forecast to extend back across the Crossroads Center driveway operations during peak periods, with LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan ES 4 Traffic Impact Analysis or without the PC-1 project. If this condition is determined by the Town of Truckee to be a concern, it is recommended that a “Do Not Block” box be painted in the intersection, accompanied by appropriate signage. A nearby example of this treatment is located on SR 89 South at the California Highway Patrol station just south of Donner Pass Road. 5. Implementation of the intersection LOS mitigation measures at the I-80 Westbound Ramps/Donner Pass Road (Western Interchange) intersection – either a left-turn acceleration lane on Donner Pass Road or a single-lane roundabout – would alleviate potential queuing problems in 2030. No additional mitigation measures are necessary. 6. With implementation of any of the PC-1 project alternatives, there is the potential for northbound queues at the I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road intersection to interfere with operations at the Cold Stream Road/Deerfield Drive intersection during peak periods. It is recommended that a southbound left-turn pocket be installed for turns made from Cold Stream Road to Deerfield Drive and that pavement markings indicating “Do Not Block” and associated signage should be provided at the Cold Stream Road/Deerfield Drive intersection. 7. If it is required that the ramps at the I-80/Donner Pass Road Western Interchange meet Caltrans standards, they would need to be lengthened. 8. If a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration, the existing vegetation along the east side of the Primary Road should be removed in order to provide at least 250 feet of stopping sight distance for eastbound drivers approaching the proposed Class I trail crossing located immediately west of the existing Deerfield Drive residential neighborhood. Note that this measure is not needed under Options 2-5, given that Deerfield Drive would be gated at this location. 9. In addition, there are no feasible means of mitigating the impact of a through public traffic connection to the existing residential portion of Deerfield Drive under Option 1, such that the Town General Plan Circulation Element Policy P2.2 regarding local road impacts can be attained. While traffic calming strategies could potentially reduce speeds (and associated impacts), given the substantial travel time benefit that a through Deerfield Drive connection would provide to PC-1 drivers (as well as to through drivers), it would not be feasible to “traffic calm” Deerfield Drive sufficiently to reduce through traffic to levels that would meet the criteria set forth in Policy P2.2. However, with provision of the Class I Legacy Trail acceptable overall bicycling and walking conditions would be provided. 10. If a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration, and if the option for the project including a General Plan Amendment to re-designate Deerfield Drive from a Local Road to a Minor Collector from Coldstream Road to a point 1,000 feet west of SR 89 is implemented, a design consistent with the Town’s Collector standard is appropriate (as compared to the Arterial standard), as it would accommodate the forecast traffic volumes while moderating traffic speeds and minimizing right-of-way impacts. 11. The proposed Class 1 Legacy Trail should be designed such that adequate transition and taper length is provided for the eastbound right-turn lane on Deerfield Drive at its intersection with SR 89. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis ES 5 This page is intentionally left blank. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan ES 6 Traffic Impact Analysis TABLE OF CONTENTS SECTIONPAGE 1 Introduction .....................................................................................................................1 Scope of Study............................................................................................................1 2 Existing Conditions .......................................................................................................3 Existing Setting ...........................................................................................................3 3 Proposed Conditions ....................................................................................................11 Project Description....................................................................................................11 Access.......................................................................................................................11 Trip Generation.........................................................................................................12 Trip Distribution and Assignment..............................................................................18 4 Level of Service And Roadway Capacity ....................................................................29 Description................................................................................................................29 Level of Service (LOS) Thresholds...........................................................................29 Analysis Methodology...............................................................................................29 Level of Service (LOS) Analysis................................................................................30 Intersection Queuing Analysis...................................................................................32 Roadway Capacity....................................................................................................35 Project Impact on Local Residential Roadway..........................................................37 Ramp Merge/Diverse Analyses at I-80/Donner Pass Road Western Interchange.................................................................................................38 Geometry of Western Interchange Ramps................................................................41 5 Future Cumulative Conditions ....................................................................................43 Future 2030 Traffic Volumes ....................................................................................43 Future Intersection Level of Service Analysis ..........................................................45 Future Intersection Queuing Analysis.......................................................................50 Future Roadway Capacity ........................................................................................53 Future Project Impact on Local Residential Roadway...............................................55 Future Ramp Merge/Diverge Analyses at I-80/Donner Pass Road Western Interchange ......................................................................................56 6 Traffic Impacts and Mitigation ....................................................................................59 Intersection LOS........................................................................................................59 Intersection Queuing.................................................................................................64 Roadway LOS...........................................................................................................67 Local Road Impacts ..................................................................................................67 Ramp Merge/Diverge LOS........................................................................................71 I-80/Donner Pass Road West Interchange Ramp Geometry....................................71 Driver Sight Distance.................................................................................................71 Vehicle Miles of Travel..............................................................................................73 Off-site Trail Alignments............................................................................................73 PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page i LIST OF TABLES TABLE PAGE 1 Summary of Traffic Volumes at the I-80 Eastbound Off-Ramp at Donner Pass Road (West), Truckee – Summer 2008 ..................................................7 2 PC-1 Trip Generation Analysis, Options 1, 2, 3, 4..........................................................15 3 PC-1 Trip Generation Analysis, Option 5 Reduced Land Uses......................................16 4 PC-1 Trip Distribution......................................................................................................18 5 PC-1 Travel Times and Trip Assignment .......................................................................20 6 PC-1 Diversion of Existing Donner Lake Area Traffic with Deerfield Connector (Option 1) ......................................................................................................21 7 PC-1 2010 Intersection PM Peak Hour LOS ..................................................................31 8 PC-1 2010 Intersection PM Peak Hour Queuing Summary ...........................................33 9 PC-1 2010 Roadway LOS Analysis ...............................................................................36 10 Increase in Traffic Volumes on Deerfield Dr. Under Option1..........................................38 11 PC-1 2010 Ramp Merge/Diverge Analysis at I-80/Donner Pass Road Western Interchange ............................................................................................39 12 PC-1 2030 Intersection PM Peak Hour LOS ..................................................................49 13 PC-1 2030 Intersection PM Peak Hour Queuing Summary ...........................................51 14 PC-1 2030 Roadway LOS Analysis................................................................................54 15 PC-1 2030 Ramp Merge/Diverge Analysis at I-80/Donner Pass Road Western Interchange ............................................................................................57 16 PC-1 Intersection Mitigation Summary............................................................................61 17 PC-1 2010 Mitigated Intersection PM Peak Hour Queuing Summary.............................68 18 PC-1 2030 Mitigated Intersection PM Peak Hour Queuing Summary.............................69 19 PC-1 VMT Calculations ..................................................................................................74 20 Impact of Deerfield Drive Connection on Total VMT (with full PC-1 Land Uses Under Option 1)............................................................................................75 LIST OF FIGURES FIGUREPAGE 1 Truckee PC-1 Existing Lane Configurations and Traffic Control.......................................4 2 2010 PM Peak Hour Traffic Volumes Without Project.......................................................8 3 PC-1 Project Net Impact on PM Peak Hour Traffic Volumes with Deerfield Connector (Option 1).......................................................................................24 4 2010 PM Peak Hour Traffic Volumes With Project with Deerfield Connector (Option 1).......................................................................................................25 5 Project Net Impact on PM Peak Hour Traffic Volumes without Deerfield Connector (Options 2 and 3)...........................................................................................26 6 2010 PM Peak Hour Traffic Volumes With Project without Deerfield Connector (Options 2 and 3)...........................................................................................27 7 PC-1 Project Net Impact on PM Peak Hour Volumes with Reduced Land Uses (Option 5)......................................................................................................28 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page ii Traffic Impact Analysis 8 2010 PC-1 PM Peak Hour Traffic Volumes With Project with Reduced Land Uses (Option 5)......................................................................................................27 9 2030 PM Peak Hour Traffic Volumes Without Project.....................................................44 10 2030 Plus Project PM Peak Hour Traffic Volumes with Deerfield Connector (Option 1).......................................................................................................46 11 2030 Plus Project PM Peak Hour Traffic Volumes without Deerfield Connector (Options 2 and 3)...........................................................................................47 12 2030 PM Peak Hour Traffic Volumes With Project with Reduced Land Uses (Option 5)......................................................................................................48 13 I-80 Westbound Ramps/Donner Pass Road Preliminary Roundabout Design...............63 14 I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road Preliminary Roundabout Design........................................................................................................65 PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page iii Section 1 Introduction This engineering report documents the findings and conclusions of a Traffic Impact Analysis (TIA) for the Planned Community 1 (PC-1) Coldstream Project, proposed to be located at the entrance to Coldstream Canyon south of I-80 and southeast of Donner Lake in the Town of Truckee, California. The purpose of this engineering study is to determine the impacts of the traffic generated by the project on the surrounding roadway infrastructure, as well as other transportation-related factors. This study determines if mitigation is required to allow transportation facilities to operate in conformance with adopted standards and consistent with pertinent policies under the current adopted Town Code. This project is planned to be constructed in several phases. However, the study examines the PC-1 site-generated traffic volumes for build out only. This study also provides the technical basis for the PC-1 Coldstream EIR Traffic Section. SCOPE OF STUDY This traffic engineering study analyzes traffic data, intersection capacity, level of service, and traffic impacts of the proposed project in accordance with the requirements of the Town of Truckee and Caltrans standards. The study also includes an analysis and estimation of Vehicle Miles of Travel (VMT) associated with the proposed project. Based upon input provided by the Town of Truckee and Caltrans, the following intersections were identified for analysis: • State Route 89 (SR 89)/Deerfield Drive • SR 89/I-80 Eastbound Ramps • SR 89/I-80 Westbound Ramps • SR 89 South/Donner Pass Road/Frates Lane • Northwoods Boulevard/Donner Pass Road • I-80 Westbound Ramps/Donner Pass Road (western most interchange) • I-80 Eastbound Ramps/Cold Stream Road/Donner Pass Road (western interchange) • Cold Stream Road/Deerfield Drive • Cold Stream Road/Site Access Road (proposed intersection) • Cold Stream Road/Internal East-West Road (proposed intersection) • Site Access Road/Internal East-West Road (proposed intersection) A total of five project alternatives are evaluated, as follows: • Option 1 – Full Land Use with Deerfield Connector: This proposed option provides full access to Deerfield Drive. With this roadway configuration, one option for the proposed project would include a Town of Truckee General Plan Amendment to re-designate Deerfield Drive as a Minor Collector. • Option 2 – Full Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 1 " Option 3 Full Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. Option 3 also includes an internal loop road. " " Option 4 Full Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. Option 4 also includes a second bridge connecting the project site to the existing commercial area along Cold Stream Road. " Option 5 Reduced Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. In addition, a reduction of 50 dwelling units is assumed in Zone 5 Forest Residential. This analysis considers the following twelve scenarios: 1. Existing (2010) without project 2. Existing (2010) plus Option 1 3. Existing (2010) plus Option 2 4. Existing (2010) plus Option 3 5. Existing (2010) plus Option 4 6. Existing (2010) plus Option 5 7. Future (2030) without project 8. Future (2030) plus Option 1 9. Future (2030) plus Option 2 10. Future (2030) plus Option 3 11. Future (2030) plus Option 4 12. Future (2030) plus Option 5 The results of this traffic study are used to develop recommendations to mitigate project traffic impacts. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 2 Traffic Impact Analysis Section 2 Existing Conditions This section documents the existing setting and operational traffic conditions in the vicinity of the PC-1 site, providing a foundation for comparison to future conditions. Existing roadway conditions were studied to identify if the roadways are currently operating in a safe and efficient manner. The study area and the intersections evaluated are shown in Figure 1. EXISTING SETTING Land Uses Existing land uses in the vicinity of the PC-1 site are as follows: • To the west of the PC-1 site – Lodging and gas station uses on Cold Stream Road and Donner Memorial State Park. • To the east of the PC-1 site – Residential uses and a church on Deerfield Drive. • To the south of the PC-1 site – The Union Pacific Railroad (UPRR), light industrial property owned by the California Department of Parks and Recreation, and a Caltrans materials storage yard. • To the north of the PC-1 site – Fast-food, gas station, residential and commercial uses on Deerfield Drive, as well as I-80 to the north. Existing Roadways The roadways within the study area are described below. Interstate 80 (I-80) Interstate 80 provides interregional highway connections east to Reno, Nevada and beyond, and west to Sacramento, California and the San Francisco Bay Area. The Town of Truckee area lies along both sides of I-80, 34 miles west of Reno and 90 miles east of Sacramento. This section of I-80 is currently a four-lane divided highway with limited truck climbing lanes, and with speed limits posted at 65 miles per hour. There are five interchanges serving Truckee on I-80. State Route 89 (SR 89) South SR 89 is the primary north-south California state route to the east of the Sierra Crest. The “South” segment of SR 89 begins at the I-80/SR 89 South interchange in central Truckee where two dual lane roundabouts were recently constructed. However, for purposes of this study, SR 89 South is considered to begin at Donner Pass Road and travel through the southern boundary of the study area. SR 89 is a four-lane roadway from Donner Pass Road southward until it narrows to one lane in each direction through the UPRR undercrossing (the “Mousehole”), just south of the study area boundary. The roadway has a posted speed limit of 40 miles per hour. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 3 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 4 Traffic Impact Analysis Donner Pass Road Donner Pass Road extends from the intersection with SR 89 North (east of downtown Truckee) westward to Donner Lake, Donner Summit, and Soda Springs. This roadway provides a vital link for local circulation by providing access to historic Downtown Truckee, public and commercial uses in the Gateway area such as the Tahoe Forest Hospital, Gateway Commercial Center, and several school facilities, as well as Donner Lake State Park, and the Donner Lake residential area. Within the vicinity of the project site, Donner Pass Road is a two-lane roadway on the south side of I-80, and a three-lane roadway (one travel lane in each direction plus a central two-way left-turn lane) north of I-80. The posted speed limit is 35 miles per hour. A Class II bike lane is provided along Donner Pass Road within the vicinity of the project site. Cold Stream Road Cold Stream Road is a two-lane roadway providing direct access to two gas stations, lodging uses, industrial uses, as well as a fast-food restaurant with drive-thru, and commercial uses on the western portion of Deerfield Drive. Cold Stream Road extends southward from the Donner Pass Road/I-80 Eastbound ramps intersection to the PC-1 property and Cold Stream Valley. The pavement width on Cold Stream Road adjacent to the commercial uses is approximately 48 feet. To the south of the lodging uses, the roadway is gated and narrows to approximately 24 feet. Deerfield Drive While originally a through roadway, currently Deerfield Drive consists of two sections, separated by Donner Creek. To the east of the creek, it is a two-lane roadway extending westward from SR 89 South for approximately one-half mile. Near SR 89 South, Deerfield Drive serves commercial land uses including the Crossroads Center, while farther west the lanes narrow slightly as it serves a residential neighborhood and church. Adjacent to the northern edge of the Crossroads Center, Deerfield Drive is improved to a 46-foot cross-section with curb, gutter, and attached sidewalks. Adjacent to the Boulders condominium development and the Inn at Truckee, the total pavement width is about 36 feet, and sidewalk, curb, and gutter are provided along the north side of the street. This segment of Deerfield Drive has a summer PM peak hour total two-way volume of about 110. A rural residential street standard is provided through the residential neighborhood to the west, with approximately 24 feet of pavement width, graveled shoulders, and a posted speed limit of 25 miles per hour. This segment of Deerfield Drive has a summer PM peak hour total two-way volume of up to 60. To the west of the creek, Deerfield Drive consists of a cul-de-sac roughly 650 feet in length. It provides access from Cold Stream Road to a fast-food restaurant with drive-thru, a service station, and commercial office space. Intersections within the Study Area The major existing or proposed intersections in the study area requiring analysis are: 1. SR 89 South/Deerfield Drive 2. SR 89 South/I-80 Eastbound Ramps 3. SR 89 South/I-80 Westbound Ramps PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 5 4. Donner Pass Road/SR 89 South 5. Donner Pass Road/Northwoods Boulevard 6. Donner Pass Road/I-80 Westbound Ramps (Western Interchange) 7. Donner Pass Road/I-80 Eastbound Ramps/Cold Stream Road 8. Cold Stream Road/Deerfield Drive 9. Cold Stream Road/Site Access Road (proposed) 10. Cold Stream Road/Internal East-West Road (proposed) 11. Site Access Road/Internal East-West Road (proposed) The lane configuration of the study intersections are depicted in Figure 1. Existing Traffic Volumes This study analyzes the summer PM peak hour design period, consistent with the standard of practice in the area regarding similar traffic studies. The summer weekday PM peak hour is defined to be the 10th-highest summer peak hour, consistent with Town of Truckee policy. Year 2010 summer weekday PM peak hour traffic volumes were estimated as follows: LSC conducted PM peak hour traffic counts during the week of June 23-26, 2009, at the eight existing study intersections, as well as continuous two-way traffic counts at a point on Cold Stream Road immediately south of the Holiday Inn Express from June 23-25, 2009. The count data is contained in Appendix A. Next, it is necessary to adjust the traffic count data to represent 10th-highest summer weekday PM peak hour conditions. Continuous two-way traffic counts were conducted at a point on the commercial segment of Donner Pass Road between the Truckee Donner Public Utility District and the intersection with SR 89 South during the summer of 2003 as a part of the Truckee General Plan Update, and again during the summer of 2009 as a part of the Truckee 2009 Summer Traffic Count Program. Based upon a review of this data, the total two-way peak hour traffic volume at this location is approximately 20 percent higher on the design day (the day with the 10th-highest PM peak hour) than on the corresponding days of the PC-1 intersection traffic counts. Therefore, a factor of 1.2 was applied to the intersection count data to reflect 10th- highest PM peak hour conditions, with the exception of the turning movements made to/from the I-80 ramps at the I-80/Donner Pass Road Western Interchange (which is discussed below). 1. In order to determine the time periods for the counts at the I-80/Donner Pass Road Western Interchange ramp intersections, traffic count data was obtained from Caltrans for the I-80 Eastbound Off-Ramp at Donner Pass Road/Cold Stream Road for the entire summer of 2008. As shown in Table 1, the highest volumes on the off-ramp typically occur on Fridays. Therefore, weekday turning movement counts at the two ramp intersections were conducted on Friday, June 26, 2009 from 3:00 PM to 6:00 PM, in order to catch the PM peak hour of off-ramp traffic (which typically occurs between 3:00 PM and 5:00 PM), as well as the standard Truckee PM peak hour of traffic activity (4:00 PM to 6:00 PM). 2. Next, it was necessary to adjust the intersection count data to reflect 10th-highest summer weekday PM peak hour conditions. A factor of 1.2 was applied to the Donner Pass Road and Cold Stream Road movements, as explained above. The adjustment factor for the LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 6 Traffic Impact Analysis TABLE 1: Summary of Traffic Volumes at the I-80 Eastbound Off-Ramp at Donner Pass Road (West), Truckee – Summer 2008 Average Summer PM Peak-Hour PM Peak-Hour VolumeStart Time DayADT Sunday1,2061171:40 PM Monday1,3311141:46 PM Tuesday1,2771092:06 PM Wednesday1,4281201:56 PM Thursday1,7521492:49 PM 2,367199 Friday3:14 PM Saturday1,66016612:45 PM I-80 DPR EB ramp vols.xls Source: Caltrans freeway ramp volumes are based upon Caltrans count data on the I-80 Eastbound off-ramp. The 10th-highest summer PM peak hour on the off-ramp in 2008 occurred on Friday, August 15 at 3:00 PM. The traffic volume for this hour was approximately 30 percent higher than the traffic volume on the peak hour of the corresponding Friday of the count day. Therefore, the turning movements using the freeway ramps were increased by a factor of 1.3 to match the design day. 3. The 2009 peak summer traffic volumes must also be adjusted to account for growth to the 2010 design year. Other recent traffic studies for projects within the Town of Truckee have assumed a 2 percent average annual growth rate, based upon historical traffic trends. Therefore, the 2009 adjusted peak hour turning movements were increased by 2 percent to calculate the 2010 volumes. 4. Finally, the 2010 traffic volumes were balanced between adjacent intersections (such as the freeway interchange ramp intersections). The resulting 2010 No Project PM peak hour intersection traffic volumes are displayed in Figure 2. Existing Weekend Volumes at I-80/Donner Pass Road Western Interchange A weekend analysis of the I-80/Donner Pass Road Western Interchange was requested by Caltrans, given that traffic volumes at this location are typically higher on weekends than mid- week. According to the Caltrans counts on the eastbound off-ramp in 2008, the PM peak hour of traffic activity on a Saturday typically occurs during the early afternoon. Traffic counts were conducted by LSC staff at two interchange ramp intersections (Donner Pass Road/I-80 Eastbound Ramps/Cold Stream Road, and Donner Pass Road/I-80 Westbound Ramp) on Saturday, June 27, 2009, from 10:00 AM to 2:30 PM. The count data is contained in Appendix A. It is necessary to adjust the count data to reflect busy summer Saturday conditions. The Saturday with the 3rd-highest peak hour traffic volume was chosen as the design day, in order to represent busy (but not peak) traffic conditions. Consistent with the weekday analysis, the PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 7 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 8 Traffic Impact Analysis Donner Pass Road approaches were adjusted to the design day using traffic data collected on Donner Pass Road in 2003 and 2009. The 3rd-highest Saturday peak hour at this location occurred on Saturday, August 9, 2003. The traffic volume for the 3rd-highest peak hour was approximately 10 percent higher than the traffic volume on the peak hour of the corresponding count day in June. Therefore, the traffic volumes on the Donner Pass Road approaches were multiplied by a factor of 1.1 to represent a busy summer Saturday. Next, it is necessary to adjust the traffic counts on the freeway ramps. The 3rd-highest Saturday peak hour on the off-ramp in 2008 occurred on Saturday, August 23 at 2:00 PM. The traffic volume for this hour was approximately 30 percent higher than the traffic volume on the peak hour of the corresponding Saturday of the count day in June. Therefore, the turning movements using the freeway ramps were multiplied by a factor of 1.3 to match the design day. Finally, the volumes were adjusted to balance between the two ramp intersections. Existing Transit Service A variety of transit services are operated in and around the Town of Truckee. Through a contractor, the Town of Truckee provides Dial-A-Ride (DAR) and fixed-route services on a year- round basis within the town, and fixed-route service on a seasonal basis to Donner Summit to the west. The Tahoe Area Regional Transit (TART) program operated by Placer County connects Truckee to Tahoe City to the south via SR 89 year-round, as well as winter service between Truckee, Northstar, Kings Beach, and Crystal Bay via SR 267, with partial support provided by the Town of Truckee. Other transportation service providers also serve the area, including the Tahoe Forest Hospital, Greyhound, and Amtrak. Fixed-route service is provided hourly along the Donner Pass Road/Old Brockway Road corridors between Donner Lake and the Truckee Tahoe Airport. Service is provided Monday through Saturday from 9:15 AM through 5:16 PM (except during lunch hour 12:15 PM to 1:15 PM). The nearest stop to the site is located in front of the Holiday Inn Express on Cold Stream Road. The one-way fare on Truckee Transit fixed-routes is $2.00 for adults, $1.00 for children ages 5 to 12, and $0.50 for seniors and disabled persons. An all-day pass is $4.00 for adults, $2.00 for students, $1.00 for seniors and disabled persons, and $1.00 for children ages 5 and over. No fare is charged for children under the age of five traveling with a paying adult. In an effort to provide convenient transportation for employees and guests, Sugar Bowl Ski Resort subsidizes the winter fixed-route. In exchange, passengers traveling to anywhere on Donner Summit are not charged a fare. DAR service is offered to the general public throughout the Town of Truckee on weekdays from 7:00 AM to 6:30 PM except during the lunch hour, and on Saturdays from 9:00 AM to 5:00 PM except during the lunch hour. The general public one-way fare on DAR is $4.00. The one-way fare for seniors/disabled/ wheelchair passengers is $1.00. Children under the age of five, personal aides for disabled passengers, and companions of disabled passengers ride free. Free transfers are provided between DAR and the Truckee fixed-route service. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 9 This page left intentionally blank. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 10 Traffic Impact Analysis Section 3 Proposed Conditions The project location, the size of the project, and the time of the project completion are all- important elements that need to be considered to determine the safety and capacity impacts of the development. It is also important to examine how the project will operate with the existing transportation system, estimate how much new traffic it will generate, identify how it would impact existing traffic patterns, and identify how traffic generated by the project site will be distributed. PROJECT DESCRIPTION The PC-1 Coldstream Project is proposed to be located on a 178.6-acre site at the entrance to Coldstream Canyon, approximately one-half mile southeast of Donner Lake. The project site is bound to the north by commercial and residential uses as well as I-80. Land uses to the south consist of the Union Pacific Railroad (UPRR), light industrial property owned by the California Department of Parks and Recreation, and a Caltrans materials storage yard. The site is bordered by Cold Stream Road and Donner Memorial State Park to the west. To the east is a church and residential neighborhood along Deerfield Drive. The project plan will be developed in several phases. This traffic analysis is scoped to focus on the full development of the proposed project. A separate trip generation analysis is provided for each development zone in order to accurately reflect trips made internal to the project site. Development Zones The PC-1 development is proposed to consist of the following zones and associated land uses. • Zone 1 –Village Mixed-Use Commercial (MUC) • Zone 2 –Village Green Residential (VGR) • Zone 3 – Village Green Residential Small Lot (VSL) • Zone 4 – Lakeside Residential (LR) • Zone 5 – Forest Residential (FR) • Zone 6 – Recreation (REC) • Zone 7 – Open Space A map of these zones is provided in Appendix B. ACCESS Properly located access points are essential to allow for the safe and orderly movement of traffic in and out of the site. In recognition of this, the Town of Truckee has enacted ordinances to assure their proper placement (See Town of Truckee Development Code, Section 18.48.080). The project proposes to create a connection from Cold Stream Road on the west to Deerfield Drive on the east. A total of five project alternatives are evaluated, as follows. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 11 " Option 1 Full Land Use with Deerfield Connector: This proposed option provides full access to Deerfield Drive. With this roadway configuration, one option for the proposed project would include a Town of Truckee General Plan Amendment to re-designate Deerfield Drive as a Minor Collector. " Option 2 Full Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. " Option 3 Full Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. Option 3 also includes an internal loop road. " Option 4 Full Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. Option 4 also includes a second bridge connecting the project site to the existing commercial area along Cold Stream Road. " Option 5 Reduced Land Use without Deerfield Connector: Under this alternative, access to Deerfield Drive is for emergency vehicles only. All PC-1 traffic would use the Cold Stream Road access point. In addition, a reduction of 50 dwelling units is assumed in Zone 5 Forest Residential. TRIP GENERATION Trip generation analysis is the process by which transportation analysts identify the number of vehicle-trips that a specific proposed land use plan will add to local roadways. For a simple proposal such as a single land use, this can be a relatively straightforward process of applying trip generation rates (the number of trips per unit of land use) observed at similar existing developments, and then potentially adjusting for specific local characteristics. For the PC-1 Project, however, the variety of mixed uses proposed to be constructed and the need to estimate traffic volumes on internal roadways requires a more complex trip generation analysis. The traffic engineering profession developed an extensive database regarding the traffic generated by common land use types, as documented in the Institute of Transportation Engineer s (ITE) Trip Generation Manual (8th Edition). This document is typically used as the basis for traffic analyses in the Town of Truckee. The trip generation associated with the PC-1 Project is primarily based upon the ITE trip rates, modified as discussed below to reflect various factors that tend to reduce traffic generation for the project. It is necessary to identify a number of planning assumptions for this analysis: " All residential units are assumed to be 100 percent occupied during the period of analysis. " Some of the residential units could potentially be used as vacation homes, which tend to generate fewer trips than primary residences. The Town of Truckee General Plan assumes 46 percent of housing units are second homes or vacant. However, in order to remain conservative in this analysis, no vacation homes are assumed. Therefore, the proposed LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 12 Traffic Impact Analysis residential units are assumed to be 100 percent primary residences (i.e., year-round occupancy rather than seasonal occupancy). • Multifamily units are assumed to consist of apartment (rentals) and condo/townhouse (owned). For the purposes of this analysis, the multifamily units in Zone 1 are treated as apartments, given that the majority of affordable housing units will be located in Zone 1. The remaining attached units on the site are treated as condo/townhouse units. • According to the project description, secondary units (“granny” units) are encouraged above garages or adjacent to garages. It is therefore necessary to estimate what portion of the proposed attached and detached residences may contain secondary units. Consistent with other recent studies performed in the Truckee area, 50 percent of the proposed condo/ townhouse and single-family residences are conservatively assumed to contain secondary units. Trip generation rates for the "apartment" land use are applied to secondary units. Although it is likely that many of the secondary units would only be used seasonally or when the owner has guests, they are assumed to be occupied on a full-time basis. • As the proposed commercial uses are unknown, a mix of 80 percent retail/20 percent office is assumed, consistent with the composition of similar nearby sites. This is considered to be a conservative assumption, as the trip generation rates for retail floor area are greater then those for office floor area. Note that there is the potential for lodging units to be provided in Zone 1. However, in order to remain conservative in this analysis, shopping center trip generation rates, which are substantially higher than lodging trip generation rates, are applied to all of the floor area that could potentially contain lodging. • The specific land uses proposed for Zone 6 (Recreation Zone) are unknown. For the purposes of this analysis, a 15,000 square-foot recreational community center is assumed. Although lodging is permitted in this zone, the project description indicates that any potential lodging would be provided in Zone 1 rather than Zone 6. Therefore, no lodging is assumed in Zone 6. • No significant vehicular trip generation is expected in Zone 7 (Open Space), as no public trailhead parking will be provided. • Special events (such as an art fair, farmer’s market, concert, or cultural event) could potentially occur in Zone 2 or Zone 6. Consistent with other recent studies, special events are assumed to occur only a few times per year and not typically on a peak day or during the peak hour. Therefore, this traffic study does not analyze the transportation-related impacts associated with events. Furthermore, the need for intersection or roadway improvements typically is not determined based upon traffic conditions generated by a special event. • No vehicular trip generation is associated with the proposed trail system, as no trailhead parking will be provided. Base Trip Generation Prior to Application of Reductions The trip generation analysis is conducted by first identifying appropriate “base” trip generation rates, multiplying these rates by the proposed land use quantities associated with the PC- 1development proposal, and then applying a series of adjustment factors to reflect the specific PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 13 characteristics of the project and its location. The base trip generation rates, which are shown in Table 2, are drawn from the extensive data regarding observed trip generation presented in the ITETrip Generation Manual (8th Edition, 2008). Standard ITE trip generation rates are applied to all of the land use quantities to estimate daily and PM peak hour trip generation, with the exception of the condo/townhouse and apartment units. For these land uses, regression equations are applied rather than average trip rates, in accordance with the “Recommended Procedure for Selecting between Trip Generation Average Rates and Equations” methodology presented in the ITE Trip Generation Handbook, 2nd Edition, 2004. Internal and Non-Auto Trip Reductions Because PC-1 is proposed as a mixed-use land development, trips internal to the site are expected to occur. For example, some trips generated by the residential units can be expected to be made to the retail uses in Zone 1, and vice versa. The internal trip generation of the proposed project is estimated based upon the internal capture rates for trip origins and destinations within a multi-use development presented in the ITE Trip Generation Handbook (2nd Edition). This procedure indicates that 10 percent of residential trip generation would remain internal, along with 14 percent of retail trip generation and 15 percent of office trip generation. Additionally, consistent with other recent traffic studies performed in Truckee, 75 percent of trips associated with the recreation facility are estimated to be made internal to the site. This reflects a facility that is largely for the use of development residents, but can be expected to also generate trips made by guests of project residents. The trip generation rates presented in the ITE Trip Generation Manual reflect a negligible level of transit use and the modest level of pedestrian/bicycle travel found in typical suburban settings. There is an existing transit stop on Cold Stream Road at the Holiday Inn Express, which is located within convenient walking distance of PC-1 Zones 1, 2, and 3. However, no reductions are applied for trips made via transit, as the transit service currently provided in the Town of Truckee is relatively limited in scope and frequency. Portions of project-generated trips are expected to be made by pedestrians or bicyclists, especially some of the internal trips made within Zone 1. However, in order to remain conservative in this analysis, no additional reduction is applied for trips made via non-auto modes, as the non-auto trips are not expected to impact external roadways. Resulting Total Vehicle-Trip Generation – At Site Access Points Options 1, 2, 3, and 4 The base trip generation estimates are factored by the reductions discussed above in order to identify the total number of vehicle-trips that would enter/exit the site. As shown in the far right portion of Table 2, with full buildout of the PC-1 development the number of site access one-way vehicle-trips is estimated to equal 5,383 per day, including 506 PM peak hour trips (289 inbound plus 217 outbound). Comparing these figures with the base trip generation volumes, the overall reduction in traffic associated with internal trips is estimated to equal 14 percent. Note that these trip results apply to Options 1, 2, 3, and 4, as the land uses for these Options are identical. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 14 Traffic Impact Analysis TABLE 2: PC-1 Trip Generation Analysis - Options 1,2,3,4 Project Generated Vehicle Trips 1 Trip Generation Ratesat Site Access Percent PM Peak Hour PM Peak Hour ITE Land Dail Land UseDail 2 yy DescriptionQuantityUnitIn OutTotalIn OutTotal Use CodeInternal ZONE 1 MUC - MIXED-USE COMMERCIAL General Office Office71014KSF11.010.251.241.4915%13131417 Building RetailShopping Center82056KSF42.941.831.903.7314%2,0688892180 34 Apartment / CondoApartment22064DU10%384241337 EQ EQ 234 Total Zone 12,583115119 ZONE 2 VGR - MIXED RESIDENTIAL90 Multi-Family - Residential 56 10%486301444 23090DU EQ EQ Occupied Full-TimeCondo/Townhouse 734 Apartment22045DU10%27017926 Units EQ EQ Secondary 70 Total Zone 21357564723 40 ZONE 3 VSL - SINGLE FAMILY HOMES Single-Family Homes, Single-Family 21040DU9.570.640.371.0110%345231437 Occupied Full-TimeDetached Housing 734 Apartment22020DU10%1207512 Secondar Units EQ EQ y 49 Total Zone 3604653019 70 ZONE 4 LR - SINGLE FAMILY HOMES Single-Family Homes, Single-Family 21070DU9.570.640.371.0110%603412364 Occupied Full-TimeDetached Housing 734 Apartment22035DU10%21013720 Secondar Units EQ EQ y 84 Total Zone 41058135430 ZONE 5 FR - MIXED RESIDENTIAL81 Multi-Family - Residential 56 23081DU10%437261440 EQ EQ Occupied Full-TimeCondo/Townhouse 734 Apartment22041DU10%24315823 Secondar Units EQ EQ y 5122680412263 Total Zone ZONE 6 - RECREATION Recreational Recreational Facility49515.0KSF22.880.540.911.4575%86246 Communit Center y 5,383289217506 TOTAL PROPOSED LAND USES14% 8 Diverted Trips 68%1837815 Project Generated Trips on External Roadways5,2028209491 02 NOTE: DU=Dwelling Units, KSF= 1,000 square feet. Trip Generation, 8th Edition NOTE 1: Trip generation rates are based on (ITE, 2008), unless noted otherwise. NOTE 2: Internal trips may include internal trips made on bicycle or pedestrian modes. NOTE 3: The number of daily trips, T, for the apartment land use is determined by the equation T=6.06(#DU)+123.56. NOTE 4: The number of PM peak hour trips, T, for the apartment land use is determined by the equation T=0.55(#DU)+17.65. NOTE 5: The number of daily trips, T, for the residential condo/townhouse land use is determined by the equation Ln(T)=0.87*Ln(#DU)+2.46. NOTE 6: The number of PM peak hour trips, T, for the residential condo/townhouse land use is determined by the equation Ln(T)=0.82*Ln(#DU)+0.32. NOTE 7: Secondary units are assumed to be included on 50 percent of the units in zones 2, 3, 4, and 5. The apartment land use is used to estimate trips associated with secondary units. NOTE 8: 68 percent of project generated retail trips on Donner Pass Road west of Cold Stream are estimated to be diverted linked trips. Source: LSC Transportation Consultants, Inc. Truckee PC1 EIR.xls Option 5 – Reduced Land Use Table 3 presents the trip generation analysis for Option 5. The only difference between this option and the other options is that the number of dwelling units in Zone 5 (Forest Residential) is reduced by 50. In addition, the number of secondary units in this zone decreases, as secondary units are assumed to be included on 50 percent of the total units in the zone. As shown in the far right portion of Table 3, with full buildout of Option 5 the number of site access one-way vehicle-trips is estimated to equal 4,972 per day, including 468 PM peak hour trips (265 inbound plus 203 outbound). Compared with Options 1 to 4, this option would result in trip generation at the site access points that is 7.6 percent lower over the course of the day, and 6.5 percent lower during the PM peak hour. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 15 TABLE 3: PC-1 Trip Generation Analysis - Option 5 Reduced Land Uses Project Generated Vehicle Trips 1 Trip Generation Ratesat Site Access Percent PM Peak Hour PM Peak Hour ITE Land Dail Land UseDail 2 yy DescriptionQuantityUnitIn OutTotalIn OutTotal Use CodeInternal ZONE 1 MUC - MIXED-USE COMMERCIAL General Office Office71014KSF11.010.251.241.4915%13131417 Building RetailShopping Center82056KSF42.941.831.903.7314%2,0688892180 34 Apartment / CondoApartment22064DU10%384241337 EQ EQ 234 Total Zone 12,583115119 ZONE 2 VGR - MIXED RESIDENTIAL90 Multi-Family - Residential 56 10%486301444 23090DU EQ EQ Occupied Full-TimeCondo/Townhouse 734 Apartment22045DU10%27017926 Units EQ EQ Secondary 70 Total Zone 21357564723 40 ZONE 3 VSL - SINGLE FAMILY HOMES Single-Family Homes, Single-Family 21040DU9.570.640.371.0110%345231437 Occupied Full-TimeDetached Housing 734 Apartment22020DU10%1207512 Secondar Units EQ EQ y 49 Total Zone 3604653019 70 ZONE 4 LR - SINGLE FAMILY HOMES Single-Family Homes, Single-Family 21070DU9.570.640.371.0110%603412364 Occupied Full-TimeDetached Housing 734 Apartment22035DU10%21013720 Secondar Units EQ EQ y 84 Total Zone 41058135430 ZONE 5 FR - MIXED RESIDENTIAL31 Multi-Family - Residential 56 23031DU10%17511516 EQ EQ Occupied Full-TimeCondo/Townhouse 734 Apartment22016DU10%94639 Secondar Units EQ EQ y 54726917825 Total Zone ZONE 6 - RECREATION Recreational Recreational Facility49515.0KSF22.880.540.911.4575%86246 Communit Center y 4,972265203468 TOTAL PROPOSED LAND USES15% 8 Diverted Trips 68%1837815 Project Generated Trips on External Roadways4,789258195453 NOTE: DU=Dwelling Units, KSF= 1,000 Square Feet. Trip Generation, 8th Edition NOTE 1: Trip generation rates are based on (ITE, 2008), unless noted otherwise. NOTE 2: Internal trips may include internal trips made on bicycle or pedestrian modes. NOTE 3: The number of daily trips, T, for the apartment land use is determined by the equation T=6.06(#DU)+123.56. NOTE 4: The number of PM peak hour trips, T, for the apartment land use is determined by the equation T=0.55(#DU)+17.65. NOTE 5: The number of daily trips, T, for the residential condo/townhouse land use is determined by the equation Ln(T)=0.87*Ln(#DU)+2.46. NOTE 6: The number of PM peak hour trips, T, for the residential condo/townhouse land use is determined by the equation Ln(T)=0.82*Ln(#DU)+0.32. NOTE 7: Secondary units are assumed to be included on 50 percent of the units in zones 2, 3, 4, and 5. The apartment land use is used to estimate trips associated with secondary units. NOTE 8: 68 percent of project generated retail trips on Donner Pass Road west of Cold Stream are estimated to be diverted linked trips. Source: LSC Transportation Consultants, Inc. Truckee PC1 EIR.xls Trip Generation Reductions Reflecting Diverted Linked Trips A portion of the commercial trips would consist of diverted linked trips, or trips that are attracted from the traffic volume on roadways within the vicinity of the generator (such as Donner Pass Road) but require a diversion from that roadway to another roadway to gain access to the site. Diverted linked trips may be part of a multiple-stop chain of trips. As an example, a Donner Lake resident stopping by a store in PC-1 on their way to the High School would generate a diverted trip on Cold Stream Road, but would not represent a new trip on Donner Pass Road. (“Pass-by trips” – another category of trips made by drivers passing directly adjacent to a development site – do not pertain to this development as it does not directly front onto Donner Pass Road and as no appreciable number of trips pass directly by the site along Cold Stream Road.) LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 16 Traffic Impact Analysis Primary trips are trips made for the specific purpose of visiting the generator (the generator is the retail use in this case). Data regarding primary trip percentages for various land uses is available in the ITE Trip Generation Handbook. The average primary trip percentage presented in this document for shopping centers less than 100,000 square feet floor area in size is approximately 32 percent. The remaining 68 percent of trips are not primary. Therefore, 68 percent of project-generated trips traveling to/from the Donner Lake area are estimated to be diverted linked trips. As shown at the bottom of Table 2, this equates to about 15 PM peak hour trips, which are included in the site roadway movements and movements on Cold Stream Road, but are reflected as reductions in the through volumes on Donner Pass Road at its intersection with Cold Stream Road. All other land uses are assumed to have no diverted linked trips. Reductions for diverted linked trips are not appropriate for residential land uses, as this land use is a primary origin/destination of a vehicle-trip. Intercepted Trips The project would provide a new intervening opportunity for persons currently driving from the Donner Lake area to Truckee or beyond to accomplish retail trip purposes. As a result, some of the trips that are currently made between the Donner Lake area and other areas could potentially be intercepted by the proposed commercial uses. Conversely, considering that the proposed commercial uses are conveniently located near Donner Lake, it is likely that some new shopping trips will be made by Donner Lake residents. An analysis using the Truckee TransCAD traffic model indicates that the addition of the PC-1 commercial uses would not affect the number of trips made from Donner Lake residences to other commercial areas, such as the Gateway Center, Crossroads Center, or downtown Truckee. Therefore, considering the land uses proposed in the project, the traffic volumes on Donner Pass Road, and the distance to other commercial land uses, the impact on overall traffic volumes associated with intercepted trips was found to be negligible. Resulting Total Vehicle-Trip Generation On External Roadways Options 1, 2, 3, and 4 After adjusting for the diverted linked trips, the impact of the project on traffic volumes on external roadways is estimated to equal 5,200 per day, including 491 PM peak hour trips (282 inbound plus 209 outbound). Of total trip generation on external roadways at buildout, roughly 60 percent is generated by the residential uses and 40 percent is generated by the commercial uses. Option 5 Reduced Land Use After adjusting for the diverted linked trips, the impact of Option 5 on traffic volumes on external roadways is estimated to equal approximately 4,789 per day, including 453 PM peak hour trips (258 inbound plus 195 outbound). Of total trip generation on external roadways at buildout, roughly 55 percent is generated by the residential uses and 45 percent is generated by the commercial uses. This Option would generate 7.9 percent less daily trips and 7.7 less peak hour trips than the generation associated with Options 1-4. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 17 TRIP DISTRIBUTION AND ASSIGNMENT The distribution of trips generated by the PC-1 site was developed using the Truckee TransCAD traffic model. A “Select Zone Analysis” was performed to identify the proportion of trips generated by the site to and from each distribution area/gate in the study area. Adjustments were made to reflect the types of trips generated by the proposed project land uses, the site’s location with respect to inter-regional access (access to Sacramento/Bay Area, SR 89 to the south, and Truckee/Reno to the east) as well as local access (access to other commercial, recreational, and residential areas within Truckee). Trips made by PC-1 residents would have different distribution patterns than trips made by retail customers. The estimated distributions for the proposed residential and commercial uses are shown in Table 4. Note that implementation of the Deerfield Drive connection is expected to increase the distribution of PC-1 residents accessing the Crossroads Center by approximately 3 percent, primarily due to the fact that this connection would provide a faster and more convenient route to a grocery store. TABLE 4: PC-1 Trip Distribution Residential With Deerfield Deerfield Connector Connector 1 (Option 1)(Options 2-5)Commercial Location I-80 West (Donner Summit, Sacramento)7%7%12% I-80 East (Downtown Truckee, Reno)22%22%28% SR 89 South (Squaw Valley, Tahoe City)10%10%5% Donner Pass Road East of SR 89 South14%16%4% Donner Pass Road West of Cold Stream Road3%3%13% Northwoods Blvd (Tahoe Donner)4%4%22% Frates Lane (Safeway, Mountain Hardware)3%3%0% Crossroads Shopping Center (SaveMart)12%9%2% Donner Pass Road between I-80 and Northwoods4%4%2% Donner Pass Road between Northwoods and SR 897%7%2% Deerfield east of Cold Stream (Taco Bell)2%2%4% Union 76 Gas Station (Deerfield west of Cold Stream)5%5%4% Internal trips to Commercial Zone 17%7%0% Internal trips to Recreation Zone 63%3%2% Total100%100%100% NOTE 1: The distribution of PC-1 commercial trips is the same with and without the Deerfield connector. Truckee PC1 EIR.xls Per Town of Truckee standards, this analysis is conducted for summer conditions when PC-1 residents would not be traveling to or from the nearby schools located on Donner Pass Road. A slightly different distribution would be appropriate during the school year with a higher proportion of trip distribution to/from the elementary and high schools. This would tend to reduce potential use of a Deerfield Drive connector from the levels discussed below. Travel Time and Trip Assignment A key step in this analysis is to estimate the assignment of site-generated trips to the various travel paths. First, a travel time analysis was performed by LSC on Wednesday, July 8, 2009 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 18 Traffic Impact Analysis between 3:00 PM and 6:00 PM to determine relative travel times provided by various routes. A minimum of three travel time observations were made in each direction between the project site and the Gateway Center, between the project site and the SR 89 UPRR underpass (the “Mousehole”), between the project site and Crossroads Center, and between the project site and I-80 east of the SR 89 interchange. Next, the total travel times between each PC-1 zone and these four locations were calculated for both existing and potential travel routes using the actual travel times on existing roadways as well as estimated travel times on proposed roadways. The results for scenarios with and without the Deerfield Drive connector roadway are shown in Table 5. Calibration of the Town Traffic Model indicates that, travel time being equal, Truckee drivers tend to choose a route that remains on local roadways and avoids the stress of entering I-80 traffic. Consequently, the results of the travel time analysis were adjusted to reflect that Truckee drivers will typically avoid the freeway unless the freeway route is more than one minute faster than the non-freeway route. The travel times shown in the table include this adjustment. Relative Travel Times without Deerfield Drive Connector (Options 2, 3, 4, and 5) Without the Deerfield Drive connector roadway, I-80 provides the fastest route for PC-1 drivers to and from locations along SR 89 South to the south of I-80 (such as Crossroads/Savemart and SR 89 South toward Squaw Valley/Tahoe City). However, a small portion of PC-1 trips to the south are assigned to Donner Pass Road, considering that some drivers will prefer the non- freeway route. Also, Donner Pass Road provides the fastest route for trips to/from the Gateway/Safeway area, but a small portion of these PC-1 trips are assigned to the freeway to reflect the fact that some drivers will prefer the freeway route. As indicated in Table 5, if opened to general traffic the Deerfield Drive connector roadway would provide the fastest and most convenient route for PC-1 trips to and from the following locations: • For all zones, Deerfield Drive would be the most convenient route to/from SR 89 South to the south of I-80 (such as Crossroads/Savemart and SR 89 South toward Squaw Valley/Tahoe City). • Most trips generated in the eastern portion of PC-1 (Zones 4 and 5) would use the new connector roadway to access I-80 Eastbound or Donner Pass Road east of SR 89 South (Gateway/Safeway). Some trips generated by the eastern portion of PC-1 would also use the new connector to access points along Donner Pass Road between Northwoods Boulevard and SR 89 South. This table reflects the fact that travel times for the outbound and inbound directions can differ, depending on the delays on specific movements at individual intersections. Although the Deerfield connector route is faster than I-80 for trips made between Zone 1 and Crossroads/Savemart or the Mousehole, a small portion of Zone 1 trips are assigned to the freeway route, reflecting the fact that some PC-1 commercial customers will not be aware of the Deerfield Drive route. In addition, the trip assignment factors presented in Table 5 reflect that drivers inherently have a range of preferences that affect route choice, and thus do not all choose to use a single route unless that route has a clear and consistently shorter travel time. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 19 TABLE 5: PC-1 Travel Time and Trip Assignment OutboundInbound Trip AssignmentTrip Assignment Without Without With Deerfield Deerfield With Deerfield Deerfield Travel Time Connector Connector Travel Time Connector Connector 123 Destination Origin Route(sec) (Option 1)(Options 2-5)(sec)(Option 1)(Options 2-5) Zone 1Crossroads/SaveMart Donner Pass Road2560%10%3540%10% I-8022325%90%28910%90% Deerfield16475%N/A16490%N/A Mousehole Donner Pass Road2520%5%3270%5% I-8022825%95%27610%95% Deerfield20675%N/A21990%N/A I-80, East of SR 89 South I-80114100%100%148100%100% Deerfield2310%N/A2470%N/A Gateway/Safeway Donner Pass Road24490%90%24085%90% I-8029910%10%28115%10% Deerfield2870%N/A3520%N/A Zones 2-3Crossroads/SaveMart Donner Pass Road2800%10%3780%10% I-802470%90%3130%90% Deerfield169100%N/A169100%N/A Mousehole Donner Pass Road2760%5%3510%5% I-802520%95%3000%95% Deerfield211100%N/A224100%N/A I-80, East of SR 89 South I-80138100%100%172100%100% Deerfield2360%N/A2520%N/A Gateway/Safeway Donner Pass Road26850%90%26465%90% I-803235%10%30520%10% Deerfield29245%N/A35715%N/A Zone 4Crossroads/SaveMart Donner Pass Road3290%10%4270%10% I-802960%90%3620%90% Deerfield87100%N/A87100%N/A Mousehole Donner Pass Road3250%5%4000%5% I-803010%95%3490%95% Deerfield129100%N/A142100%N/A I-80, East of SR 89 South I-8018710%100%2215%100% Deerfield15490%N/A17095%N/A Gateway/Safeway Donner Pass Road3170%90%31310%90% I-803720%10%3540%10% Deerfield210100%N/A27590%N/A Zone 5Crossroads/SaveMart Donner Pass Road3650%10%4630%10% I-803320%90%3980%90% Deerfield103100%N/A103100%N/A Mousehole Donner Pass Road3610%5%4360%5% I-803370%95%3850%95% Deerfield145100%N/A158100%N/A I-80, East of SR 89 South I-802230%100%2570%100% Deerfield170100%N/A186100%N/A Gateway/Safeway Donner Pass Road3530%90%3490%90% I-804080%10%3900%10% Deerfield226100%N/A291100%N/A NOTE 1: A route split for Zone 6 is not shown due to the fact that the very low number of PM peak hour trips indicates that this analysis would not alter the results. All 6 PM peak hour trips were assigned to the Cold Stream Road access point. NOTE 2: Some destinations are not shown (such as Donner Lake) because the travel route is apparent. NOTE 3: Freeway routes include a 60-second "avoid the freeway" factor, with the exception of the "I-80, east of SR 89" route (see text). Truckee PC-1.xls LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 20 Traffic Impact Analysis Assignment of Project-Generated Traffic Based upon the travel time analysis and the distribution patterns shown in Table 4 and the trip assignment proportions shown in Table 5, the traffic generation volumes shown in Tables 2 and 3 were assigned to the study roadway network. Shift in Existing Traffic Volumes with Deerfield Connector (Option 1) A travel time analysis was also conducted for existing traffic movements that could potentially be provided with a shorter travel times by the Deerfield Drive connector route versus existing roadways. If this connection is provided, some existing “non-project” drivers traveling between the Donner Lake area and points along SR 89 South to the south of I-80 (such as Crossroads Center and SR 89 South toward Squaw Valley/Tahoe City) are expected to use the proposed project internal roadways and Deerfield Drive connector roadway (thus diverting from their existing routes). The relative travel times and associated estimated percent diversion of existing traffic with the Deerfield Drive connector is shown in Table 6. The Town TransCAD traffic model was utilized in order to estimate the number of existing PM peak hour trips that currently are made between the Donner Lake area and points south of I-80 (not including trips using West River Street to access other areas in Truckee). According to the model results, a total of 88 PM peak hour trips (43 eastbound and 45 westbound) are estimated to currently make trips between these two points. Applying the route assumptions in Table 6 yields a total of 53 peak- hour “non-project” trips (20 eastbound and 33 westbound) diverting to the new connector roadway during the PM peak hour. TABLE 6: PC-1 Diversion of Existing Donner Lake Area Traffic with Deerfield Connector (Option 1) OutboundInbound Travel Time Travel Time TripTrip 11 (Sec) Assignment(Sec)Assignment LocationRoute Crossroads/SaveMart I-8019950%26520% Deerfield19050%19080% SR 89, south of West River St. I-8020460%25250% Deerfield23240%24550% NOTE 1: Freeway routes include a 60-second "avoid the freeway" factor. Truckee PC1 EIR.xls Project Net Impact Using the trip generation estimates, traffic distribution pattern, and travel route assumptions, traffic assignments are estimated for the weekday PM peak hour of traffic activity. Next, the shift in existing traffic patterns is added to the project-generated traffic volumes to yield the “project net impact” on PM peak hour turning movement volumes. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 21 Option 1 Figure 3 presents the project net impact with Option 1, and Figure 4 shows the 2010 volumes with Option 1. Options 2, 3, and 4 Figure 5 shows the project net impact under Options 2 and 3, and Figure 6 presents the “plus project” volumes with these options. Note that under Option 4, the PM peak hour traffic volumes are identical to that of Options 2 and 3 at all study intersections, with the exception of the Cold Stream Road/Deerfield Drive intersection and the three intersections along internal site roadways (no graphic is provided for Option 4). Option 5 The project net impact under Option 5 with reduced land uses is illustrated in Figure 7. Adding these volumes to the “no project” traffic volumes at the study area intersections yields the existing with project PM peak hour volumes shown in Figure 8. Project Net Impact under Weekend Conditions It is necessary to estimate the project net impact under weekend conditions, in order to analyze the project impact on the I-80/Donner Pass Road Western Interchange ramp intersections. The trip generation rates for a shopping center are higher on Saturday than on a weekday, but the trip generation rates for office and residential land uses are lower on Saturday. The number of PM peak hour trips shown in Table 2 for each line item was multiplied by the ratio of the Saturday peak hour average trip rate over the weekday PM peak hour trip rate. The results indicate that the total project net impact on a Saturday is approximately 2 percent higher than on a weekday. Therefore, the weekday PM peak hour “project net impact” turning movement volumes were increased by 2 percent, in order to reflect Saturday conditions. Note that these volumes are only used for the additional analysis at the I-80/Donner Pass Road Western Interchange, as requested by Caltrans staff LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 22 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 23 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 24 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 25 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 26 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 27 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 28 Traffic Impact Analysis Section 4 Level of Service and Roadway Capacity DESCRIPTION Traffic operations at the study intersections were assessed in terms of Level of Service (LOS) and delay. LOS is a concept that was developed by transportation engineers to quantify the level of operation of intersections and roadways (Highway Capacity Manual, TRB, 2000). LOS measures are classified in grades "A" through "F," indicating the range of operation. LOS "A" signifies the best level of operation, while "F" represents the worst. A detailed description of LOS criteria is provided in Appendix C. For signalized intersections, LOS is primarily measured in terms of average delay per vehicle entering the intersection. LOS at unsignalized intersections is quantified in terms of delay per vehicle for each movement. The unsignalized intersection LOS is based upon the theory of gap acceptance for side-street stop sign-controlled approaches, while signalized intersection LOS is based upon the assessment of volume-to-capacity ratios and control delay. LEVEL OF SERVICE (LOS) THRESHOLDS The LOS thresholds applicable to the study area are discussed below. Town of Truckee The existing Town of Truckee policy on LOS is applied in this Traffic Impact Analysis. As stated in the Truckee 2025 General Plan, the Town’s LOS standards are as follows: “Policy P2.1 – Establish and maintain a Level of Service D or better on road segments and for total intersection movements in portions of the Town outside of the Downtown Study Area”. Establish and maintain a Level of Service E or better on arterial and collector road segments and for total intersection movements within the Downtown Specific Plan Area. Throughout the Town, individual turning movements at unsignalized intersections shall not be allowed to reach LOS F and to exceed a cumulative vehicle delay of four vehicle hours. Both of these conditions shall be met for traffic operations to be considered unacceptable.” As all the study intersections are outside the downtown Truckee area, LOS D applies to all the study intersections. For purposes of this study, the LOS delay criteria for unsignalized intersections are assumed to be applicable to roundabouts on a worst approach basis. Caltrans In general, Caltrans tries to maintain LOS D or better, although exceptions are made in specific cases. ANALYSIS METHODOLOGY Intersection LOS for the study intersections is largely evaluated using the methodologies documented in the 2000 Highway Capacity Manual (HCM), as applied in the Traffix8.0 PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 29 Software package developed by Dowling Associates. The SIDRA software (Version 3.2) is used to analyze roundabout LOS. Computer output of detailed LOS calculations for all intersections is provided in Appendix D of this report. LEVEL OF SERVICE (LOS) ANALYSIS 2010 Intersection LOS Study intersections were evaluated to determine existing operational conditions for the summer PM peak hour. Using the traffic volumes presented as part of this study, it is possible to evaluate the LOS provided during peak periods at the intersections serving the study area. Appendix D presents the actual output from each of the LOS calculations for the study intersections. No Project Table 7 summarizes the results for existing (2010) No Project conditions. As indicated, the LOS at all study intersections is acceptable without project implementation, with the exception of the following: • SR 89 South/Donner Pass Road/Frates Lane, with LOS E. • I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road (Western Interchange), with LOS F and more than 4 vehicle-hours of delay. Plus Project Option 1 – Full Land Use with Deerfield Connector Intersection LOS for the analysis year 2010 with Option 1 (with Deerfield Connector) is summarized in Table 7. As shown, although average delays would increase at some intersections, implementation of the project under this roadway option would not cause any additional intersections to exceed the LOS threshold. Options 2, 3, and 4 – Full Land Use without Deerfield Connector Year 2010 intersection LOS with implementation of Options 2 or 3 are shown in Table 7. In comparison with “no project” conditions, implementation of the project would not cause any additional intersections to exceed the LOS threshold, with the exception of the I-80 Westbound Ramps/Donner Pass Road (Western Interchange) intersection. The addition of project traffic would cause the off-ramp approach to degrade from LOS C to LOS F with more than 4 vehicle- hours of delay, which exceeds the LOS threshold. Additionally, the intersections with unacceptable LOS have higher delays than under Option 1. Option 4 would result in LOS identical to Options 2 and 3, except the delays at the Cold Stream Road/Deerfield Drive intersection and the three site access intersections (Cost Stream Road/ Site Access Road, Cold Stream Road/East-West Road, Site Access Road/East West Road) would differ slightly. These four intersections would operate at acceptable LOS under Option 4. Consequently, there is no further need for evaluation of Option 4 for 2010 conditions. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 30 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 31 Option 5 – Reduced Land Use without Deerfield Connector Year 2010 intersection LOS with implementation of Option 5 is shown in the far right columns of Table 7. In comparison with “no project” conditions, implementation of the project would not cause any additional intersections to exceed the LOS threshold, with the exception of the I-80 Westbound Ramps/Donner Pass Road (Western Interchange) intersection. The addition of project traffic would cause the off-ramp approach to degrade from LOS C to LOS F with more than 4 vehicle-hours of delay, which exceeds the LOS threshold. In comparison with the full land use alternatives, the reduced land use alternative does not provide a notable benefit from an LOS perspective. Weekend LOS at I-80/Donner Pass Road Western Interchange Under weekend conditions, no additional scenarios would exceed the LOS standard. As shown in the bottom portion of Table 7, the worst-approach LOS under 2010 scenarios at the intersection of Donner Pass Road/I-80 Westbound Ramps operate at an acceptable LOS for plus project with Option 1 conditions, but under the remaining project options the LOS at this intersection exceeds the Town standard. The Donner Pass Road/I-80 Eastbound Ramps/Cold Stream Road intersection exceeds the Town LOS standard with or without the proposed project under all options. INTERSECTION QUEUING ANALYSIS Traffic queues at a specific intersection that exceed the storage capacity of turn lanes or ramps, or that block turn movements at important nearby intersections, can cause operational problems beyond those identified in LOS analysis. A queue length analysis was conducted for pertinent intersections, and the results are summarized in Table 8. The 95th-percentile queue length is reported for all intersections, except the I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road intersection, for which average queues are reported (as the HCM methodology does not report 95th-percentile lengths for all-way stop-controlled intersections). Existing Intersection Queuing SR 89/Deerfield Drive As shown in the table, the southbound right-turn queue on the SR 89/Deerfield Drive intersection is calculated to exceed the available storage length by approximately 50 feet in 2010 without the PC-1 project. As a result, the southbound traffic queue could extend to the gas station right-in/right-out only driveway during peak periods, which is not considered to be a significant traffic problem. However, it would not interfere with the upstream I-80 Eastbound Ramps/SR 89 South roundabout. On the eastbound approach, the dual left-turn lane queues are estimated to exceed the available storage length. Although the existing pavement width in the eastbound direction allows some additional left-turn storage to occur beyond the striped turn lanes, there is the potential for eastbound traffic queues to interfere with the Crossroads Center driveway operations during peak periods in 2010 without the PC-1 project. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 32 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 33 I-80 Westbound Ramps/Donner Pass Road (Western Interchange) The calculated queues at this intersection are within the available storage lengths under 2010 weekday and Saturday conditions without the PC-1 project. I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road The calculated queues at this intersection are within the available storage lengths under 2010 weekday and Saturday conditions without the PC-1 project. Note that the traffic queues at the intersections along Cold Stream Road were also evaluated, and no operational problems were identified. Intersection Queuing With Project The intersection queuing analysis under 2010 plus project conditions is shown in Table 8. SR 89/Deerfield Drive With implementation of any of the PC-1 project options in 2010, the southbound right-turn queue length is expected to increase by approximately 25 feet. The resulting total southbound queue length is about 275 feet, which like the no-project condition would result in periods when the right-in/right-out only gas station driveway is blocked during peak periods, but would not interfere with the upstream I-80 Eastbound Ramps/SR 89 South roundabout. The eastbound dual left-turn lane queue is also estimated to increase by 25 feet (or one car), thereby increasing the potential for eastbound traffic queues to interfere with the Crossroads Center driveway operations during peak periods in 2010 with the PC-1 project. Note that there is no substantial difference in queuing conditions at this intersection in 2010 between Option 1 (with the Deerfield Drive connection) and the other options. I-80 Westbound Ramps/Donner Pass Road (Western Interchange) Although the traffic queue length on the westbound off-ramp is expected to increase with the PC-1 project, the calculated queues are within the available storage lengths under 2010 weekday and Saturday conditions. Note that the westbound queues are substantially shorter with implementation of Option 1 in comparison with the other project options. I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road With implementation of any of the PC-1 project alternatives, the northbound queue on Cold Stream Road at its intersection with I-80 Eastbound Ramps/Donner Pass Road exceeds the available storage length by about 30 to 100 feet, as shown in the table. Therefore, there is the potential for northbound queues along Cold Stream Road to interfere with operations at the Cold Stream Road/Deerfield Drive intersection during 2010 weekday and weekend peak periods with the project. Note that the traffic queues at the intersections along Cold Stream Road in 2010 with the PC-1 project were evaluated, and no operational problems were identified. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 34 Traffic Impact Analysis ROADWAY CAPACITY Roadway capacity is evaluated in order to determine whether a specific roadway segment should be widened to accommodate existing or future traffic volumes. Different methodologies can be employed to determine capacity, but generally, the calculation will incorporate a series of factors including roadway facility type, evaluation period, and level of service thresholds. The Town of Truckee roadway capacity standards are based upon hourly traffic volumes, and the capacities applicable to the study roadway segments are described below. Town of Truckee Roadway Capacity Standards It is the policy of the Town of Truckee that the methodology used to determine roadway capacity for the Town, follow the guidance in the Level of Service Criteria Study, completed by Prism Engineering for the Nevada County Transportation Commission (NCTC) in 2001. Please note that although the Nevada County Transportation Commission generally agrees with the approach and conclusions of this study, this document was never formally adopted. The document relies upon factors described in the 1997 Highway Capacity Manual (HCM), published by the Transportation Research Board. Since publication of the Level of Service Criteria Study, a revised edition of the Highway Capacity Manual has been published that updated the factors applied in the NCTC study. Application of HCM 2000 standards results in revised capacity standards for Truckee roadways than those determined under HCM 1997. The resulting roadway capacities to attain LOS D or better are presented in Table 9. Existing Roadway Level of Service (LOS) Table 9 presents the comparison of 2010 peak hour traffic volumes with the pertinent LOS standard. As shown, all study roadway segments are within the allowable peak hour peak- direction volume threshold for LOS D. The roadway with the highest proportion of capacity currently being utilized based on the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak-direction volume is about 61 percent of the applicable capacity. Roadway LOS With Project With the proposed project, Coldstream Road between the project site and Donner Pass Road are assumed to be improved from its current Local Roadway classification to Collector classification. In addition, one option for the proposed project would include a Town of Truckee a General Plan Amendment to re-designate Deerfield Drive from a Local Road to a Minor Collector from Coldstream Road to a point 1,000 feet west of SR 89, if a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration. Option 1 – Full Land Use with Deerfield Connector As shown in Table 9, all study roadways are expected to continue to operate within the LOS threshold with Option 1. The roadway with the highest proportion of capacity being utilized based on the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak-direction volume is approximately 62 percent of the applicable capacity. Note that if Deerfield Drive is re-designated as a Minor Collector, it would operate at an acceptable LOS, with or without the project. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 35 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 36 Traffic Impact Analysis Options 2, 3, and 4 – Full Land Use without Deerfield Connector As shown in Table 9, all study roadways are expected to continue to operate within the LOS threshold under Options 2, 3, and 4. The roadway with the highest proportion of capacity being utilized based on the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak- direction volume is about 63 percent of the applicable capacity. Option 5 – Reduced Land Use without Deerfield Connector As also shown in Table 9, all study roadways are expected to continue to operate within the LOS threshold under Option 5 with reduced land uses and no connector. The roadway with the highest proportion of capacity being utilized based on the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak- direction volumes are about 63 percent of the applicable capacity. PROJECT IMPACT ON LOCAL RESIDENTIAL ROADWAY According to the Town 2025 General Plan Circulation Element Policy P2.2, the PC-1 project would meet the adopted standard for impact on a local residential roadway if the project does or not increase traffic on a local road by more than 1,000 ADT, if the project increases traffic on and a local road by more than 1,000 ADT but the increase in ADT is less than 50 percent the provisions of Circulation Element Policy P2.4 can be met. Policy P2.4 states, “Improve connectivity throughout the Town’s roadway network, through roadway improvements, while minimizing environmental, circulation, and residential neighborhood impacts…” In addition, Goal CIR-4 states, “Create new developments that are integrated into the circulation network and promote connectivity within and between community areas.” The increase in traffic on the local residential segment of Deerfield Drive as a result of the PC-1 project was evaluated against the General Plan goals and policies. Option 1 – Full Land Use with Deerfield Connector Option 1 with the Deerfield Connector is estimated to result in an increase of approximately 204 total two-way PM peak hour trips on the local roadway segment of Deerfield Drive. This increase in traffic volumes is comprised of both “local” trips and “through” trips. Trips having origins or destinations within the PC-1 site, the Deerfield Drive Neighborhood, and the Crossroads Center are considered to be “local” trips. “Through” trips have origins and destinations outside this area. Table 10 presents the differentiation in traffic volumes between local and through trips. Of the 204 additional PM peak hour trips resulting from the proposed project, approximately 193 are estimated to be local trips and 11 are through trips. The corresponding increase in Average Daily Traffic (ADT) along this study roadway segment is estimated by applying a factor to the peak hour volume increase. An estimated ADT-to-peak hour factor of 11.45 is assumed for the PC-1 project-generated traffic. This factor is consistent with the ADT factor applied in the Truckee General Plan Traffic Study for other roadways within the vicinity of the PC-1 site. Applying this factor to the PM peak hour trips yields an increase of about 2,340 ADT under Option 1. As shown in Table 10, of the 2,340 ADT, about 2,210 ADT (or 94 percent) are considered to be local trips, while the remaining 130 ADT (6 percent) are through trips. As the total increase in ADT is more than 1,000, and it is more than a 50 percent PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 37 TABLE 10: Increase in Traffic Volumes on Deerfield Drive Under Option 1 Increase in Weekday PM Peak Hour Two- Increase in Percent of Total 1 Way Traffic ADTIncrease in ADT Trip Type Local Trips - PC-1 Trips1511,73074% - Donner Lake to/from Crossroads Center4248020% Subtotal Local Trips1932,21094% Through (Non-Local) Trips111306% Total Trips2042,340100% ADT = Average Daily Traffic NOTE 1: Traffic volume increase on the local roadway segment of Deerfield Drive. Truckee PC1 EIR.xls increase, the proposed project under Option 1 does not comply with Policy P2.2 in the General Plan Circulation Element. However, Option 1 is consistent with Policy P2.4 and Goal CIR-4, as it would improve connectivity within and between community areas. One option for the proposed project would include a Town of Truckee General Plan Amendment to re-designate Deerfield Drive from a Local Road to a Minor Collector from Coldstream Road to a point 1,000 feet west of SR 89, if a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration. Options 2, 3, 4, and 5 – Full or Reduced Land Use without Deerfield Connector Implementation of Options 2, 3, 4, or 5 (that do not provide general public access to Deerfield Drive to the east of the project site) would result in a negligible increase in traffic on the existing local roadway segment of Deerfield Drive. Therefore, with respect to Policy P2.2 in the General Plan Circulation Element, Options 2, 3, 4, and 5 are allowable development alternatives. However, these options are not consistent with Policy P2.4 and Goal CIR-4, as they would not improve connectivity to the adjacent street network. RAMP MERGE/DIVERGE ANALYSES AT I-80/DONNER PASS ROAD WESTERN INTERCHANGE Merge/diverge analyses were performed for the eastbound and westbound ramps at the I-80/ Donner Pass Road Western Interchange. Note that although there are two westbound on-ramps at this interchange, only the westernmost westbound on-ramp (the loop on-ramp) is included in this study, as the eastern westbound on-ramp would not be used by project-generated traffic. This analysis is based on Highway Capacity Manual 2000 methodologies, and the calculations are included in Appendix E. The results of the analysis are summarized in Table 11. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 38 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 39 It is necessary to estimate through volumes along I-80 for the ramp merge/diverge analysis. This was done in the following steps: 1. LSC obtained traffic volumes from the Caltrans permanent count station located at a point on the I-80 eastbound mainline west of the western Donner Pass Road off-ramp for the entire summer of 2008. For the weekday analysis, the 10th-highest peak hour along the mainline was chosen as the design period, consistent with the Town of Truckee standard. The 3rd-highest Saturday peak hour was chosen as the design period for the Saturday analysis, in order to reflect busy (but not peak) Saturday conditions. 2. In order to estimate the 2010 traffic volumes from the 2008 data, historical peak hour traffic volumes from the permanent count station were reviewed. An average annual growth rate of approximately 2.8 percent was calculated over the five-year period from 2003 to 2008 for eastbound I-80 traffic at this location. This 2.8 percent annual growth rate was applied to the 2008 data to estimate the 2010 design volumes. 3. As no westbound traffic volumes on the I-80 mainline at this location were available from Caltrans, the westbound I-80 mainline traffic volumes were estimated using the directional split assumption stated in the Interstate 80 Transportation Concept Report prepared by Caltrans District 3 in January 2001. The report states that the peak direction of travel on I-80 carries 58 percent of the total two-way traffic volumes. Eastbound is typically the peak direction during the weekday and Saturday PM peak hours. Therefore, 58 percent of the total traffic is assumed to be traveling eastbound, and the remaining 42 percent are assumed to be traveling westbound. Westbound On-Ramp Merge Analysis A merge analysis was performed for the I-80 Westbound On-Ramp at Donner Pass Road (Western Interchange). The results indicate that the single-lane on-ramp provides a good LOS B under 2010 weekday and weekend conditions, with or without the proposed PC-1 project alternatives. Westbound Off-Ramp Diverge Analysis A diverge analysis was performed for the I-80 Westbound Off-Ramp at Donner Pass Road (Western Interchange). The results indicate that the single-lane off-ramp currently provides a good LOS B or better without the PC-1 project under weekday and weekend conditions. With implementation of Option 1, the off-ramp would operate at LOS B on weekdays and LOS C on weekends. With any of the other project options, the off-ramp is estimated to operate at LOS C under 2010 weekday or weekend conditions. Eastbound On-Ramp Merge Analysis A merge analysis was performed for the I-80 Eastbound On-Ramp at Donner Pass Road/Cold Stream Road. The results indicate that the single-lane on-ramp provides a sufficient LOS C under 2010 weekday and weekend conditions, with or without the proposed PC-1 project alternatives. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 40 Traffic Impact Analysis Eastbound Off-Ramp Diverge Analysis A diverge analysis was performed for the I-80 Eastbound Off-Ramp at Donner Pass Road/Cold Stream Road. The results indicate that the single-lane off-ramp provides a sufficient LOS C under 2010 weekday and weekend conditions, with or without the proposed PC-1 project alternatives. GEOMETRY OF WESTERN INTERCHANGE RAMPS The existing geometry of the I-80 Ramps at the Donner Pass Road Western Interchange was evaluated against the standards set forth in the Caltrans Highway Design Manual. Westbound On-Ramp A standard single-lane freeway entrance has an acceleration lane length of approximately 1,068 feet. According to Caltrans standards, the design of freeway entrances should conform to this standard. The existing westbound on-ramp (the loop on-ramp) provides about 500 feet of acceleration lane length, which is about 570 feet short of the standard. Therefore, the westbound on-ramp does not conform to the standard. Eastbound On-Ramp Similarly, the existing eastbound on-ramp provides about 420 feet of acceleration lane length, which is about 650 feet short of the Caltrans standard of 1,070 feet. Therefore, the eastbound on-ramp does not conform to the standard. Westbound Off-Ramp The minimum deceleration length required for the westbound off-ramp is 470 feet. According to Caltrans standards, the minimum deceleration length shall be provided prior to the first curve beyond the exit nose to assure adequate distance for vehicles to decelerate before entering the curve. The existing westbound off-ramp provides a deceleration length of about 400 feet, which is 70 feet short of the Caltrans standard. Therefore, the westbound off-ramp does not conform to the standard. Eastbound Off-Ramp A standard single-lane freeway exit has a minimum length of 525 feet between the exit nose and the end of the ramp for a full stop at the end of the ramp. According to Caltrans standards, the design of freeway exits should conform to this standard. The existing eastbound off-ramp provides approximately 350 feet, which is about 175 feet short of the standard. In addition, the minimum deceleration length required for the eastbound off-ramp is 570 feet. According to Caltrans standards, the minimum deceleration length shall be provided prior to the first curve beyond the exit nose to assure adequate distance for vehicles to decelerate before entering the curve. The existing eastbound off-ramp provides a deceleration length of about 330 feet, which is 240 feet short of the Caltrans standard. Therefore, the eastbound off-ramp does not conform to the standard. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 41 This page is intentionally left blank. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 42 Traffic Impact Analysis Section 5 Future Cumulative Conditions The potential transportation impacts of the PC-1 Project under future cumulative conditions are evaluated. First, Year 2030 traffic volumes were estimated without the project. Next, 2030 plus project volumes was estimated. Finally, intersection LOS and roadway capacity are analyzed with and without the project. FUTURE 2030 TRAFFIC VOLUMES 2030 Traffic Volumes Without Project The basis for the forecasts of future traffic volumes in the study area is the Town of Truckee’s TransCAD traffic model, which provides forecasts of traffic conditions throughout the Town as well as the Martis Valley portion of Placer County. The model reflects buildout of the Town’s current General Plan, buildout of the approved land uses in the Martis Valley areas, and growth in traffic passing through the area. Note that this TransCAD model was recently updated to reflect the approved land uses in the Martis Valley area. The updated TransCAD model was used to evaluate traffic conditions assuming no development of the proposed PC-1 Project in the following steps: 1. Model land uses were adjusted to reflect the existing land uses on the PC-1 site only, and the model rerun. 2. Based on a comparison of the 2003 and 2025 model-generated turning-movement volumes, an average annual growth rate was calculated for each study intersection turning movement. The resulting annual growth rates were applied to the corresponding Year 2010 intersection turning movement volumes in order to estimate future 2025 volumes. As the Year 2025 represents full buildout of the Truckee General Plan land uses, no additional growth in traffic volumes is assumed to occur from 2025 to 2030. 3. Next, it is necessary to consider the diversion of traffic away from downtown Truckee due to congestion delays and delays generated by factors such as queues blocking travel lanes. As a part of the Railyard EIR traffic study, the number of trips passing through the downtown area that are expected to divert to other routes was estimated. The diverted trips affecting the study intersections were manually assigned to the future turning movement volumes. 4. Finally, considering the limited access at the recently constructed Sierra College driveway along SR 89, the traffic volumes on the left-turn movement from Sierra College were re- assigned to make a right-turn out and a u-turn at the roundabout. The resulting 2030 summer weekday PM peak hour intersection turning movement volumes without the PC-1 Project are shown in Figure 9. Note that the model assumes that the Pioneer Trail Extension and Bridge Street Extension are both fully constructed, as identified in the General Plan. No traffic is assigned to the potential Deerfield Connector under 2030 no project conditions. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 43 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 44 Traffic Impact Analysis 2030 Weekend Traffic Volumes at I-80/Donner Pass Road Western Interchange It is assumed that the total growth in PM peak hour traffic volumes at the I-80/Donner Pass Road Western Interchange intersections from 2010 to 2030 is the same on a Saturday as on a weekday. Therefore, the total growth in weekday volumes at the two ramp intersections was applied to the 2010 Saturday volumes in order to estimate the 2030 Saturday volumes. 2030 Traffic Volumes With Project Adding the project net impact on PM peak hour intersection turning movement volumes to the 2030 no project volumes yields the 2030 plus project volumes shown in Figure 10 (Option 1), Figure 11 (Options 2 and 3), and Figure 12 (Option 5). Note that under Option 4, the 2030 intersection volumes are identical to Options 2 and 3, with the exception of the Cold Stream Road/Deerfield Drive intersection and the three site access intersections (no traffic volume map is provided for Option 4). FUTURE INTERSECTION LEVEL OF SERVICE ANALYSIS 2030 Intersection LOS Study intersections are evaluated to determine existing operational conditions for the 2030 summer PM peak hour. Using the traffic volumes presented as part of this study, it is possible to evaluate the LOS provided during peak periods at the intersections serving the study area. Appendix F presents the actual output from each of the LOS calculations for the study intersections. No Project Table 12 summarizes the results for future 2030 conditions without the project. As indicated, the LOS is expected to degrade at some intersections in the future. However, no additional intersections would exceed the threshold, beyond the following two intersections that exceed the threshold under existing conditions: • SR 89 South/Donner Pass Road/Frates Lane • I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road (Western Interchange) Note that the SR 89 South/Donner Pass Road/Frates Lane intersection is expected to degrade from an unacceptable LOS E to LOS F in the future without implementation of the PC-1 Project. Option 1 – Full Land Use with Deerfield Connector Intersection LOS is calculated for the analysis year 2030 with Option 1 (full land use with Deerfield Connector), as summarized in Table 12. As shown, implementation of Option 1 would not cause any additional intersections to exceed the LOS threshold, with the exception of the I- 80 Westbound Ramps/Donner Pass Road intersection. The addition of project traffic would cause the off-ramp approach to degrade from LOS C to LOS F with more than four vehicle- hours of delay, which exceeds the LOS threshold. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 45 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 46 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 47 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 48 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 49 Options 2, 3, and 4 – Full Land Use without Deerfield Connector Year 2030 intersection LOS with implementation of Options 2 or 3 is shown in Table 12. In comparison with “no project” conditions, implementation of the project would not cause any additional intersections to exceed the LOS threshold, with the exception of the I-80 Westbound Ramps/Donner Pass Road (Western Interchange) intersection. The addition of project traffic would cause the off-ramp approach to degrade from LOS C to LOS F with more than 4 vehicle- hours of delay, which exceeds the LOS threshold. In addition, the LOS at the SR 89/I-80 Eastbound Ramps roundabout would degrade one level in comparison to Option 1, although the intersection would operate within the threshold. Option 4 would result in LOS identical to Options 2 and 3, while the delays at the Cold Stream Road/Deerfield Drive intersection and the three site access intersections would differ slightly. As these four intersections operate at acceptable LOS under Option 4, it can be concluded that there is no further need for evaluation of Option 4 for 2030 conditions. Option 5 – Reduced Land Use without Deerfield Connector Year 2030 intersection LOS with implementation of Option 5 is shown in the far right columns of Table 12. In comparison with “no project” conditions, implementation of the project would not cause any additional intersections to exceed the LOS threshold, with the exception of the I-80 Westbound Ramps/Donner Pass Road (Western Interchange) intersection. The addition of project traffic would cause the off-ramp approach to degrade from LOS C to LOS F with more than 4 vehicle-hours of delay, which exceeds the LOS threshold.In comparison with the full land use alternatives, the reduced land use alternative does not provide a notable benefit to intersection LOS. Future Weekend LOS at I-80/Donner Pass Road Western Interchange Under 2030 weekend conditions, no additional scenarios would exceed the LOS standard. That is, under 2030 no project traffic volumes, the intersection of Donner Pass Road/I-80 Westbound Ramps operates at an acceptable LOS. Under all of the plus project options, the LOS at this intersection exceeds the Town standard. The Donner Pass Road/I-80 Eastbound Ramps/Cold Stream Road intersection exceeds the Town LOS standard in 2030 with or without the proposed project. FUTURE INTERSECTION QUEUING ANALYSIS A summary of forecast Year 2030 traffic queues at critical intersections is presented in Table 13. Future Intersection Queuing Without Project SR 89 Deerfield Drive As shown in the table, the southbound right-turn queue on the SR 89/Deerfield Drive intersection is calculated to exceed the available storage length by approximately 150 feet in 2030 without the PC-1 project. As a result, the southbound traffic queue could extend past the gas station right-in/right-out only driveway at times during peak periods (which is not considered LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 50 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 51 to be a significant traffic issue, as it would not affect through traffic on SR 89). However, it is not expected to interfere with the upstream I-80 Eastbound Ramps/SR 89 South roundabout. On the eastbound approach, the dual left-turn lane queues are estimated to exceed the available storage length. Although the existing pavement width in the eastbound direction allows some additional left-turn storage to occur beyond the striped turn lanes, there is the potential for eastbound traffic queues to interfere with the Crossroads Center driveway operations at times during peak periods in 2030 without the PC-1 project. If drivers attempting to turn left into the Crossroads Center are blocked, this could affect the westbound traffic along Deerfield Drive. I-80 Westbound Ramps Donner Pass Road (Western Interchange) As shown in the table, the calculated queues at this intersection are within the available storage lengths under 2030 weekday and Saturday conditions without the PC-1 project. I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road As shown in the table, the calculated queues at this intersection are within the available storage lengths under 2030 weekday and Saturday conditions without the PC-1 project. Note that the traffic queues at the intersections along Cold Stream Road were evaluated, and no operational problems were identified. Future Intersection Queuing With Project The intersection queuing analysis under 2030 plus project conditions is also shown in Table 13. SR 89 Deerfield Drive Option 1 – Full Land Use with Deerfield Connector With implementation of Option 1 in 2030, the southbound right-turn queue length is expected to increase by approximately 50 feet compared to 2030 no project conditions. The resulting total southbound queue length is about 300 feet, which could interfere with traffic accessing the right- in/right-out only gas station driveway during peak periods. However, it is not expected to interfere with the upstream I-80 Eastbound Ramps/SR 89 South roundabout. The eastbound dual left-turn lane queue is estimated to increase by 50 feet (or from a queue of 5 cars without the project to 6 cars with the project), and the eastbound right-turn queue is calculated to increase by 25 feet (or from 2 cars without the project to 3 cars with the project). Therefore, implementation of Option 1 would increase the potential for eastbound traffic queues to interfere with the Crossroads Center driveway operations during peak periods in 2030. Options 2, 3, 4, 5 – without Deerfield Connector Implementation of Options 2, 3, 4, or 5 would not affect the southbound right-turn queue length in 2030. Similar to 2030 no project conditions, the southbound traffic queue could extend past the gas station right-in/right-out only driveway during peak periods. However, it is not expected to interfere with the upstream I-80 Eastbound Ramps/SR 89 South roundabout. The eastbound dual left-turn lane queue is estimated to increase by 25 feet (one car), thereby increasing the potential for eastbound traffic queues to interfere with the Crossroads Center driveway operations during peak periods. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 52 Traffic Impact Analysis I-80 Westbound Ramps/Donner Pass Road (Western Interchange) Option 1 – Full Land Use with Deerfield Connector Although the traffic queue length on the westbound off-ramp is expected to increase with implementation of Option 1 in 2030, the calculated queues are within the available storage lengths under weekday and Saturday conditions. Note that the westbound queues are substantially shorter with implementation of Option 1 in comparison with the other project options. Options 2, 3, 4, 5 – without Deerfield Connector Implementation of the PC-1 project options without full public access to the Deerfield Drive Connector would result in queue lengths on the westbound off-ramp that could potentially interfere with the I-80 westbound mainline traffic during peak periods on weekdays or weekends in 2030. Note that the off-ramp approach on Donner Pass Road is flared such that a right-turn movement can be made while up to three vehicles are waiting to turn left. This assumption is applied in the queuing analysis. The calculated 95th-percentile queue lengths exceed the available storage length by about 45 to 120 feet. I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road With implementation of any of the PC-1 project alternatives, the northbound queue on Cold Stream Road at its intersection with I-80 Eastbound Ramps/Donner Pass Road exceeds the available storage length by about 45 to 130 feet, as shown in the table. Therefore, there is the potential for northbound queues along Cold Stream Road to interfere with operations at the Cold Stream Road/Deerfield Drive intersection during 2030 weekday, and weekend peak periods with the project. Note that the traffic queues at the intersections along Cold Stream Road in 2030 with the PC-1 project were evaluated, and no operational problems were identified. FUTURE ROADWAY CAPACITY Future Roadway LOS Without Project Table 14 presents the comparison of 2030 peak hour traffic volumes with the pertinent standard. As shown, all study roadway segments are expected to operate within the LOS D threshold in 2030 without the PC-1 project. The roadway with the highest proportion of capacity being utilized based on the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak-direction volume is about 58 percent of the applicable capacity. Note that the traffic volumes on this segment are expected to decrease slightly in the future, due to implementation of the Pioneer Trail Extension. Future Roadway LOS With Project Option 1 with Deerfield Connector As shown in Table 14, all study roadways are expected to operate within the LOS threshold in 2030 with Option 1. The roadway with the highest proportion of capacity being utilized based on PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 53 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 54 Traffic Impact Analysis the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak-direction volume is approximately 59 percent of the applicable capacity. Note that if Deerfield Drive is re-designated as a Minor Collector, it would operate at an acceptable LOS in 2030, with or without the project. Options 2, 3, and 4 without Deerfield Connector As shown in Table 14, all study roadways are expected to operate within the LOS threshold in 2030 under Options 2, 3, and 4. The roadway with the highest proportion of capacity being utilized based on the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak-direction volume is about 60 percent of the applicable capacity. Option 5 without Deerfield Connector As shown in Table 14, all study roadways are expected to operate within the LOS threshold in 2030 under Option 5 with reduced land uses and no connector. The roadway with the highest proportion of capacity being utilized based on the pertinent standards is Donner Pass Road between Northwoods Boulevard and SR 89 South, where the PM peak hour peak-direction volume is about 60 percent of the applicable capacity. FUTURE PROJECT IMPACT ON LOCAL RESIDENTIAL ROADWAY The increase in traffic on the local residential segment of Deerfield Drive as a result of the PC-1 project is evaluated under future 2030 conditions. Option 1 with Deerfield Connector Option 1 with the Deerfield Connector is estimated to result in an increase of approximately 204 total two-way PM peak hour trips on the local roadway segment of Deerfield Drive in 2030 (same as in 2010). As discussed in Chapter 4, the corresponding increase in ADT is about 2,340 under Option 1. As shown in Table 10 above, this increase in ADT is comprised of about 94 percent local trips and 6 percent through trips. As the total increase in ADT is more than 1,000, and it is more than a 50 percent increase, the proposed project under Option 1 does not comply with Policy P2.2 in the General Plan Circulation Element. However, Option 1 is consistent with Policy P2.4 and Goal CIR-4, as it would improve connectivity within and between community areas. One option for the proposed project would include a Town of Truckee General Plan Amendment to re-designate Deerfield Drive from a Local Road to a Minor Collector from Coldstream Road to a point 1,000 feet west of SR 89, if a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration. Options 2, 3, 4, and 5 without Deerfield Connector Implementation of Options 2, 3, 4, or 5 that do not provide access to Deerfield Drive to the east would result in a negligible increase in traffic on the existing local roadway segment of Deerfield Drive. Therefore, according to Policy P2.2 in the General Plan Circulation Element, Options 2, 3, 4, and 5 are allowable development alternatives. However, these options are not consistent with Policy P2.4 and Goal CIR-4, as they would not improve connectivity to the adjacent street network. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 55 FUTURE RAMP MERGE/DIVERGE ANALYSES AT I-80/DONNER PASS ROAD WESTERN INTERCHANGE Merge/diverge analyses were performed for the eastbound and westbound ramps at the I-80/ Donner Pass Road Western Interchange. Note that although there are two westbound on-ramps at this interchange, only the western westbound on-ramp (the loop on-ramp) is included in this study. This analysis is based on Highway Capacity Manual 2000 methodologies, and the calculations are included in Appendix G. The results of the analysis are summarized in Table 15. The forecast PM peak hour weekday and weekend through volumes along I-80 in the Year 2030 were estimated by applying a 1.5 percent average annual growth rate to the 2010 volumes. This growth rate was recommended by Caltrans staff. Future Eastbound On-Ramp Merge Analysis A merge analysis was performed for the I-80 Eastbound On-Ramp at Donner Pass Road/Cold Stream Road. The results indicate that the single-lane on-ramp provides a sufficient LOS D under 2030 weekday and weekend conditions, with or without the proposed PC-1 project alternatives. Future Eastbound Off-Ramp Diverge Analysis A diverge analysis was performed for the I-80 Eastbound Off-Ramp at Donner Pass Road/Cold Stream Road. The results indicate that the single-lane off-ramp provides an acceptable LOS D or better under 2030 weekday and weekend conditions, with or without the proposed PC-1 project alternatives. Future Westbound On-Ramp Merge Analysis A merge analysis was performed for the I-80 Westbound On-Ramp at Donner Pass Road (Western Interchange). The results indicate that the single-lane on-ramp provides an acceptable LOS C or better under 2030 weekday and weekend conditions, with or without the proposed PC-1 project alternatives. Future Westbound Off-Ramp Diverge Analysis A diverge analysis was performed for the I-80 Westbound Off-Ramp at Donner Pass Road (Western Interchange). The results indicate that the single-lane off-ramp provides an acceptable LOS C or better in 2030 under weekday and weekend conditions, with or without the PC-1 project alternatives. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 56 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 57 This page left intentionally blank. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 58 Traffic Impact Analysis Section 6 Traffic Impacts and Mitigation The following potential areas of transportation impacts are considered in this section: • Intersection LOS • Intersection Queuing • Roadway LOS • Local Road Impacts • Ramp Merge/Diverge LOS • I-80/Donner Pass Road Western Interchange Ramp Geometry • Driver Sight Distance • Vehicle Miles of Travel • Off-Site Trail Alignments INTERSECTION LOS As indicated in Sections 4 and 5 and Tables 7, and 11, the following intersections are forecasted to exceed the LOS threshold during the summer PM peak hour. No Project Conditions 2010 Analysis Year • SR 89 South/Donner Pass Road/Frates Lane – LOS E • I-80 EB Ramps/Donner Pass Road/Cold Stream Road – LOS F 2030 Analysis Year • SR 89 South/Donner Pass Road/Frates Lane – LOS F • I-80 EB Ramps/Donner Pass Road/Cold Stream Road – LOS F Plus Project Conditions 2010 Analysis Year • for all options SR 89 South/Donner Pass Road/Frates Lane – LOS E • for Options 2-5 only I-80 WB Ramps/Donner Pass Road – LOS F • for all options I-80 EB Ramps/Donner Pass Road – LOS F 2030 Analysis Year • for all options SR 89 South/Donner Pass Road/Frates Lane – LOS F • for all options I-80 WB Ramps/Donner Pass Road – LOS F • for all options I-80 EB Ramps/Donner Pass Road – LOS F PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 59 All the other signalized study intersections are forecast to operate at LOS C or better, and the unsignalized intersections are expected to operate at LOS E or better, under all scenarios. Note that implementation of the reduced land use alternative (Option 5) does not provide a notable intersection LOS benefit in comparison with the other alternatives. Intersection LOS Mitigation Measures Potential intersection LOS mitigation measures are evaluated for the study intersections exceeding the LOS thresholds. The intersection LOS mitigation summary is presented in Table 16. SR 89 South/Donner Pass Road/Frates Lane Intersection The SR 89 South/Donner Pass Road/Frates Lane intersection is forecast to exceed the LOS threshold with or without the PC-1, project (under all options) for 2010 and 2030 summer PM peak hour conditions. Two options were explored to improve the LOS at this intersection: • Signal Improvements : Either provision of an eastbound right-turn overlap phase or re- configuration of the northbound approach to provide an exclusive left-turn lane and a shared through/right-turn lane would improve the total intersection LOS to an acceptable LOS D in 2010, with or without the PC-1 project alternatives. The level of traffic growth that can be accommodated in the short term before both of these improvements would be needed was evaluated. Based upon the results, the total intersection PM peak hour traffic volumes can increase by about 7 percent before both improvements would be needed. In 2030, both improvements would be needed in order to achieve an acceptable LOS D, with or without the PC-1 project. • Roundabout : Constructing a two-lane roundabout with double lane northbound, westbound, and eastbound approaches, and a single lane southbound approach, would improve LOS at the intersection to a worst movement LOS E or better in 2030 with the PC-1 project. This analysis assumes a 90-foot central island diameter for the No Project alternative, as well as Options 2 through 5. For Option 1, a slightly larger roundabout (100-foot central island diameter) was necessary to attain LOS E on all approaches. While either option would provide acceptable LOS conditions, the roundabout would provide shorter queue lengths and less impact on traffic flow at nearby driveways and intersections. However, a detailed roundabout design would be required to evaluate right-of-way and utility relocation requirements. The signal improvements are considered short range improvements, which are not included in the Town of Truckee Traffic Impact Fee Program. The applicant shall perform a detailed intersection analysis, at the applicant’s expense, to determine the combination of short range improvements which will maximize intersection capacity at this location. The detailed analysis may identify other combinations of re-striping and/or signal phasing improvements beyond those identified in this study which will maximize the short range future capacity of this intersection within the existing roadway widths. The intersection improvements identified through the detailed intersection analysis will be determined during the review of the improvement plans, and approved by the Town Engineer, prior to building permit issuance. Prior to temporary or final Certificate of Occupancy of any buildings, the applicant shall implement the approved LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 60 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 61 intersection improvements, at the applicant’s expense. The applicant may request reimbursement of a fair-share portion of the short-range improvements from future discretionary Category 3 and 4 projects (as defined by General Plan Table CIR-6) that add traffic to the SR 89 South/Donner Pass Road/Frates Lane intersection. It is the intent of the Town to include language requiring such projects to reimburse this project for their fair-share cost of the short- range improvements as a part of the future land use conditions of approval; however, it will be the responsibility of this project applicant to request that such a condition be placed on applicable projects prior to project approval. Provision of a two-lane roundabout is considered a long range improvement and it is included in the Traffic Impact Fee Program. The project’s payment of Traffic Impact Fees would mitigate LOS impacts to this intersection only for the roundabout option, not for the signal improvements option. It should be noted that the proposed project contributes the following percentages to total future growth in summer PM peak hour traffic at this intersection between 2010 and 2030: • Option 1: 19 percent • Options 2, 3, 4: 21 percent • Option 5: 19 percent I-80 Westbound Ramps/Donner Pass Road The I-80 Westbound Ramps/Donner Pass Road intersection is estimated to exceed the LOS threshold in the 2010 summer PM peak hour with Options 2, 3, 4, or 5 (but not Option 1) and in 2030 under all PC-1 alternatives. The following two options were explored to improve the LOS at this intersection: • Lane Improvements : Provision of an acceleration lane along Donner Pass Road for left- turns made from the off-ramp would improve the worst movement LOS to an acceptable LOS D or better in 2030 with the PC-1 project alternatives. At least 300 feet of acceleration lane length would need to be provided, plus a 180-foot taper. As the distance from the beginning of the acceleration lane to the existing overpass bridge is about 275 feet, the acceleration lane would extend along the overpass. The existing pavement width on the overpass is about 40 feet. As the existing overpass does not provide adequate pavement width to accommodate two travel lanes, the potential acceleration lane, and the existing Class II bike lane and sidewalk, this improvement may not be feasible. • Roundabout : Constructing a single-lane roundabout would provide a worst movement LOS C or better at the intersection in 2030 with the PC-1 project. A preliminary design and layout for this roundabout was prepared by LSC, and it is presented in Figure 13. An inscribed circulating diameter of 120 feet is assumed with a circulating roadway width of 20 feet. The access leg to the Caltrans staging area should be configured in such a way that it discourages use by the general public, but allows full access by authorized equipment and vehicles. Note that the MUTCD peak hour volume signal warrant is met in 2010 with Options 2, 3, 4, or 5. Considering the shorter queue lengths that can be achieved by a roundabout at this location, as well as the disadvantages of the pavement widening required under the acceleration lane alternative, it is the recommended mitigation measure. Furthermore, a roundabout would improve driver sight distance conditions by reducing traffic speeds along Donner Pass Road. As LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 62 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 63 improvements to this intersection are included in the Town of Truckee Traffic Impact Fee Program, the project’s payment of Traffic Impact Fees would mitigate LOS impacts to this intersection. It should be noted that the proposed project contributes the following percentages to total future growth in summer PM peak hour traffic at this intersection between 2010 and 2030: • Option 1: 51 percent • Options 2, 3, 4: 67 percent • Option 5: 65 percent I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road The I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road intersection is estimated to exceed the LOS threshold in the 2010 and 2030 summer PM peak hours, with or without the PC-1 project. Provision of lane improvements does not improve the intersection to an acceptable level. Note that the MUTCD peak hour volume signal warrant is met at this intersection in 2010, with or without the PC-1 project. Constructing a single-lane roundabout with a westbound right-turn slip lane (from westbound Donner Pass Road to the eastbound I-80 on ramp) would provide a worst movement LOS C or better on weekdays in 2030 with the PC-1 project, and LOS E or better on weekends. A preliminary design and layout was prepared by LSC for this roundabout, illustrated in Figure 14. An inscribed circulating diameter of 110 feet is assumed, with a circulating roadway width of 20 feet. Note that the delay criteria for unsignalized intersections is applied in this analysis. If the signalized criteria were applied to the worst movement, the westbound right-turn slip lane would not be necessary either under no project conditions or with Option 1, but would still be necessary for Options 2, 3, 4, and 5. Additionally, if Caltrans staff determines that LOS D is required on weekends, this could be achieved by either increasing the diameter by 10 feet (for a total inscribed circulating diameter of 120 feet), or by applying the delay criteria for signalized intersections. As improvements to this intersection are included in the Town of Truckee Traffic Impact Fee Program, the project’s payment of Traffic Impact Fees would mitigate LOS impacts to this intersection. It should be noted that the proposed project contributes the following percentages to total future growth in summer PM peak hour traffic at this intersection between 2010 and 2030: • Option 1: 65 percent • Options 2, 3, 4: 74 percent • Option 5: 72 percent INTERSECTION QUEUING A queue length analysis was conducted for pertinent intersections to identify the potential for operational problems, as presented in Chapters 4 and 5. Queue lengths on the following intersection movements are forecasted to exceed the existing storage capacity during the summer PM peak hour: LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 64 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 65 No Project Conditions 2010 Analysis Year • SR 89/Deerfield Drive – Southbound right-turn and eastbound dual left-turn 2030 Analysis Year • SR 89/Deerfield Drive – Southbound right-turn and eastbound dual left-turn Plus Project Conditions 2010 Analysis Year • for all options SR 89/Deerfield Drive – Southbound right-turn and eastbound dual left-turn • for all options I-80 EB Ramps/Donner Pass Road – Northbound approach 2030 Analysis Year • for all options SR 89/Deerfield Drive – Southbound right-turn and eastbound dual left-turn • for Option 1 only SR 89/Deerfield Drive – Eastbound right-turn • for Options 2-5 I-80 WB Ramps/Donner Pass Road – Northbound left/right • for all options I-80 EB Ramps/Donner Pass Road – Northbound approach Note that implementation of the reduced land use alternative (Option 5) does not provide a notable benefit regarding traffic queuing in comparison with the other alternatives. Intersection Queuing Mitigation Measures SR 89/Deerfield Drive The southbound traffic queue along SR 89 could potentially interfere with traffic operations at the gas station right-in/right-out only driveway during peak periods, which is not considered to be a significant traffic issue. As the queue is not expected to extend to the I-80 Eastbound Ramps/SR 89 South roundabout, no mitigation measures are necessary. On the eastbound approach, the dual left-turn lane queues are estimated to exceed the available storage length. Although the existing pavement width in the eastbound direction allows some additional left-turn storage to occur beyond the striped turn lanes, there is the potential for eastbound traffic queues to interfere with the Crossroads Center driveway operations during peak periods without the PC-1 project. The eastbound left-turn lane storage lengths are constrained by the presence of a westbound left-turn pocket at the Crossroads Center driveway, as well as by the Crossroads Center driveway itself. The existing 122 feet of length between the existing back-to-back turn bays could potentially be reduced to a minimum of 50 feet, in order to expand storage capacity somewhat. Regardless, it should be noted that the left-turn queues at this intersection will be no longer than the provided storage length during peak periods. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 66 Traffic Impact Analysis If this condition is determined by the Town of Truckee to be a concern, it is recommended that a “Do Not Block” box be painted in the intersection, accompanied by appropriate signage. A nearby example of this treatment is located on SR 89 South at the California Highway Patrol station just south of Donner Pass Road. I-80 Westbound Ramps/Donner Pass Road In 2030 with Options 2-5, long traffic queues would form along the westbound off-ramp, potentially interfering with the I-80 mainline. However, implementation of the intersection LOS mitigation measures (either a left-turn acceleration lane on Donner Pass Road or a single-lane roundabout) would alleviate this potential problem. The traffic queue lengths estimated to occur after implementation of the intersection LOS mitigation measures in 2010 and 2030 are shown in Tables 17 and 18. No additional mitigation measures are necessary. I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road With implementation of any of the PC-1 project alternatives, the northbound queue on Cold Stream Road at its intersection with I-80 Eastbound Ramps/Donner Pass Road is expected to exceed the available storage length during peak periods. Therefore, there is the potential for northbound queues to interfere with operations at the Cold Stream Road/Deerfield Drive intersection during peak periods. A left-turn lane warrant analysis was performed for the southbound left-turn movement at the Cold Stream Road/Deerfield Drive intersection. Based on the “Guidelines for Left-Turn Lanes” presented in the ITE 1990 Compendium of Technical Papers, a southbound left-turn lane is warranted based upon a speed limit of 35 miles per hour. It is recommended that a southbound left-turn pocket be installed for turns made from Cold Stream Road to Deerfield Drive. This will minimize the potential for southbound left turning vehicles on Cold Stream Road at Deerfield Drive to block southbound through movements and potentially interfere with operations at the I-80 Eastbound Ramps/Donner Pass Road/Cold Stream Road intersection during peak periods. In addition, pavement markings indicating “Do Not Block” and associated signage should be provided at the Cold Stream Road/Deerfield Drive intersection. The traffic queue lengths estimated to occur with implementation of a roundabout at this intersection in 2010 and 2030 are shown in Tables 17 and 18. ROADWAY LOS Roadway LOS is expected to be acceptable on all study roadway segments under existing and future conditions, with or without the PC-1 project under all options. Therefore, no roadway LOS mitigation measures are necessary. LOCAL ROAD IMPACTS Option 1 with Deerfield Connector Option 1 with the Deerfield Connector is estimated to result in an increase of approximately 2,340 Average Daily Traffic (ADT) one-way trips on the local roadway segment of Deerfield Drive. This increase in ADT is comprised of about 94 percent local trips and 6 percent through trips. As the total increase in ADT is more than 1,000, and it is more than a 50 percent increase, PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 67 TABLE 17: PC-1 2010 Mitigated Intersection PM Peak Hour Queuing Summary 1 Traffic Queue Length (feet) NorthboundSouthboundEastboundWestbound IntersectionLeft ThruRightLeft ThruRightLeft ThruRightLeft ThruRight Weekday I-80 Westbound Ramps / Donner Pass Road850850 Mitigation: Northbound left-turn acceleration lane 2 850 - Existing Lane Storage Length - No Project2828 - Option 13333 - Options 2,3,4128128 - Option 59898 I-80 Westbound Ramps / Donner Pass Road850850930930250250 Mitigation: Single-lane roundabout 23 850 930 - Existing Lane Storage Length290 - No Project99990095 - Option 112512500125 - Options 2,3,422122100191 - Option 520520500177 I-80 Eastbound Ramps / Donner Pass Road1301301305505505501009,9999,999130930930 Mitigation: Single-lane roundabout 453 130 550 930 - Existing Lane Storage Length100>500130 - No Project748014211527 196 - Option 113121422528 244 - Options 2,3,418127744731 226 - Option 516925839030 Saturday I-80 Westbound Ramps / Donner Pass Road850850 Mitigation: Northbound left-turn acceleration lane 2 850 - Existing Lane Storage Length - No Project2525 - Option 13535 - Options 2,3,4155155 - Option 5123123 I-80 Westbound Ramps / Donner Pass Road850850 Mitigation: Single-lane roundabout 23 850 930 - Existing Lane Storage Length290 - No Project808000114 - Option 110310300148 - Options 2,3,418418400247 - Option 517217200229 I-80 Eastbound Ramps / Donner Pass Road1301301305505505501009,9999,999130930930 Mitigation: Single-lane roundabout 453 130 550 930 - Existing Lane Storage Length100>500130 - No Project677513615624 180 - Option 113121731025 221 - Options 2,3,417928467727 205 - Option 516626557527 BOLD NOTE: text indicates that queue length exceeds available storage. NOTE 1: 95th-percentile queues are reported for all intersections, except the I-80 Eastbound Ramps / Donner Pass Road / Cold Stream Road intersection. Average queues are reported for this intersection, as the HCM methodology does not report 95th percentile queues for an all-way stop-controlled intersections. NOTE 2: Distance between I-80 mainline and Donner Pass Road along the I-80 Westbound Off-Ramp. NOTE 3: Distance between I-80 Westbound Ramps intersection and the I-80 Eastbound Ramps / Cold Stream Road intersection along Donner Pass Road. NOTE 4: Distance between Deerfield Drive (west) and Donner Pass Road along Cold Stream Road. NOTE 5: Distance between I-80 mainline and Donner Pass Road along the I-80 Eastbound Off-Ramp. Source: LSC Transportation Consultants, Inc.Truckee PC1.xls LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 68 Traffic Impact Analysis TABLE 18: PC-1 2030 Mitigated Intersection PM Peak Hour Queuing Summary 1 Traffic Queue Length (feet) NorthboundSouthboundEastboundWestbound IntersectionLeft ThruRightLeft ThruRighLeft ThruRightLeft ThruRight t Weekday I-80 Westbound Ramps / Donner Pass Road850850 Mitigation: Northbound left-turn acceleration lane 2 850 - Existing Lane Storage Length - No Project3535 - Option 14040 - Options 2,3,4163163 - Option 5125125 I-80 Westbound Ramps / Donner Pass Road850850 Mitigation: Single-lane roundabout 23 850 930 - Existing Lane Storage Length290 - No Project11011000113 - Option 113613600143 - Options 2,3,422822800226 - Option 521421400210 I-80 Eastbound Ramps / Donner Pass Road1301301305505505501009,9999,999130930930 Mitigation: Single-lane roundabout 453 130 550 930 - Existing Lane Storage Length100>500130 - No Project748314414827 186 - Option 114121727727 230 - Options 2,3,419828054630 212 - Option 518426147430 Saturday I-80 Westbound Ramps / Donner Pass Road850850 Mitigation: Northbound left-turn acceleration lane 2 - Existing Lane Storage Length850 - No Project3535 - Option 16565 - Options 2,3,4190190 - Option 5153153 I-80 Westbound Ramps / Donner Pass Road850850 Mitigation: Single-lane roundabout 23 850 930 - Existing Lane Storage Length290 - No Project909000132 - Option 111411400179 - Options 2,3,419519500288 - Option 518318300267 I-80 Eastbound Ramps / Donner Pass Road1301301305505505501009,9999,999130930930 Mitigation: Single-lane roundabout 453 130 550 - Existing Lane Storage Length100>500130930 - No Project678013619524 169 - Option 114621737424 207 - Options 2,3,419928482427 193 - Option 518526570026 BOLD NOTE: text indicates that queue length exceeds available storage. NOTE 1: 95th-percentile queues are reported for all intersections, except the I-80 Eastbound Ramps / Donner Pass Road / Cold Stream Road intersection. Average queues are reported for this intersection, as the HCM methodology does not report 95th percentile queues for an all-way stop-controlled intersections. NOTE 2: Distance between I-80 mainline and Donner Pass Road along the I-80 Westbound Off-Ramp. NOTE 3: Distance between I-80 Westbound Ramps intersection and the I-80 Eastbound Ramps / Cold Stream Road intersection along Donner Pass Road. NOTE 4: Distance between Deerfield Drive (west) and Donner Pass Road along Cold Stream Road. NOTE 5: Distance between I-80 mainline and Donner Pass Road along the I-80 Eastbound Off-Ramp. Source: LSC Transportation Consultants, Inc.Truckee PC1.xls PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 69 the proposed project under Option 1 does not comply with Policy P2.2 in the General Plan Circulation Element. However, Option 1 is consistent with Policy P2.4 and Goal CIR-4, as it would improve connectivity within and between community areas. There are a variety of traffic calming strategies (such as medians, traffic circles, bulbouts, dynamic speed feedback signs, etc.) that could potentially reduce the noise impacts associated with this increase in traffic on a local residential street. However, given the substantial travel time benefit that a through Deerfield Drive connection would provide to PC-1 drivers (as well as to through drivers), it would not be feasible to “traffic calm” Deerfield Drive sufficiently to reduce through traffic to levels that would attain the Circulation Element policy. The increase in traffic under this option would result in minor delays for residents pulling out of their driveways. However, given the adequate driver sight distances along Deerfield Drive, this is not considered to be a significant safety or delay problem. This increase in traffic would also impact current pedestrian and bicycling conditions along the roadway. However, with the provision of the proposed Class I Legacy improvement, acceptable overall bicycling and walking conditions would be provided. Potential Re-Designation of Deerfield Drive to a Minor Collector One option for the proposed project would include a Town of Truckee General Plan Amendment to re-designate Deerfield Drive from a Local Road to a Minor Collector from Coldstream Road to a point 1,000 feet west of SR 89, if a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration. According to Section 4.01 of the Town’s Public Improvement and Engineering Standards (Town of Truckee, May, 2003), any road with an Average Daily Traffic volume (ADT) between 500 and 2000 will be classified as a Collector Road, and any road with an ADT of 2001 or greater will be classified as an Arterial Road. The proposed PC-1 Project is estimated to increase ADT by approximately 2,340 on this segment of Deerfield Drive at full buildout. Therefore, according to the Town engineering standards, this segment of Deerfield Drive would fall under the definition of an Arterial. However, the Standards provide the Town Engineer with discretion with regards to roadway design. Widening of the roadway to meet the design standard for an Arterial would result in increased vehicular speeds as well as increased attractiveness of the route for “cut- through” traffic (non-local trips). Therefore, although the traffic volumes along Deerfield Drive with full buildout of the PC-1 Project could reach the level of an Arterial roadway, the roadway is proposed to be designed as a Minor Collector. A design consistent with the Town’s Collector standard is appropriate (as compared to the Arterial standard), as it would accommodate the forecast traffic volumes while moderating traffic speeds and minimizing right-of-way impacts. The increase in traffic under this option would result in minor delays for residents pulling out of their driveways. However, given the adequate driver sight distances along Deerfield Drive, this is not considered to be a significant safety or delay problem. This increase in traffic would also impact current pedestrian and bicycling conditions along the roadway. The provision of the Class I Legacy Trail would result in acceptable overall bicycling and walking conditions. Options 2, 3, 4, and 5 without Deerfield Connector Implementation of Options 2, 3, 4, or 5, which do not provide access to Deerfield Drive to the east, would result in a negligible increase in traffic on the existing local roadway segment of Deerfield Drive. Therefore, according to Policy P2.2 in the General Plan Circulation Element, Options 2, 3, 4, LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 70 Traffic Impact Analysis and 5 are allowable development alternatives. However, these options are not consistent with Policy . P2.4 and Goal CIR-4, as they would not improve connectivity to the adjacent street network RAMP MERGE/DIVERGE LOS Adequate LOS is expected to be provided for all ramp merge and diverge areas at the I- 80/Donner Pass Road Western Interchange. Therefore, no ramp LOS mitigation measures are . necessary I-80/DONNER PASS ROAD WEST INTERCHANGE RAMP GEOMETRY The following improvements would need to be implemented to bring the existing ramps at the I-80/Donner Pass Road Western Interchange up to current Caltrans standards: • The acceleration length on the westbound on-ramp (the loop on-ramp) would need to be extended by about 570 feet. • The acceleration length on the eastbound on-ramp would need to be extended by about 650 feet. • An additional 70 feet of deceleration length would need to be provided on the westbound off- ramp, prior to the first curve beyond the exit nose. • An additional 240 feet of deceleration length would need to be provided on the eastbound off- ramp, prior to the first curve beyond the exit nose. At least 175 feet of the additional length would need to be provided beyond the exit nose, in order to achieve the minimum requirement of 525 feet between the exit nose and the end of the ramp for a full stop at the end of the ramp. DRIVER SIGHT DISTANCE The driver sight distance at the existing study intersections was reviewed as part of this study. Only one intersection was found to have a sight distance concern. The I-80 Westbound Ramps/ Donner Pass Road intersection has limited sight distance, and it was therefore evaluated by LSC staff. In addition, the driver sight distance at the proposed Class I Legacy Trail crossings within and near the PC-1 site was reviewed. Only one sight distance concern was identified. The proposed Class 1 trail crosses the proposed Primary Road within PC-1 at a point west of the Deerfield Drive residential neighborhood. The sight distance for eastbound drivers along the Primary Road is limited at this crossing. The sight distance concerns are addressed as follows. I-80 Westbound Ramps / Donner Pass Road Intersection As discussed in the Caltrans Highway Design Manual, there are two prevalent types of sight distance standards that should be considered: • The first is stopping sight distance, or the distance required by the driver of a vehicle to bring his vehicle to a stop after an object on the road becomes visible. This is the minimum distance needed for a driver to see an object in their travel path (such as a vehicle turning onto Donner Pass Road) and safely come to a stop. Based on a design speed of 40 miles per hour (35 miles per hour speed limit), the required stopping sight distance along Donner Pass Road is 300 feet. LSC performed a sight distance survey at the I-80 Westbound Ramps/Donner Pass Road intersection, and the results indicate that about 440 feet of PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 71 stopping sight distance is provided for eastbound drivers along Donner Pass Road, and about 310 feet of stopping sight distance is provided for westbound drivers. Although the stopping sight distance is limited by the horizontal and vertical curvature of Donner Pass Road, the stopping sight distance at this location exceeds the requirement by at least 10 feet. Therefore, the stopping sight distance at this intersection is adequate. • The second type of sight distance is corner sight distance, which is the distance a driver waiting at a cross street should be able to see in either direction along the main roadway in order to accurately identify an acceptable gap in through traffic. A clear line of sight should be maintained between the driver pulling out of the minor street and any approaching vehicle on the major street. Based on a design speed of 40 miles per hour, the required corner sight distance at the I-80 Westbound off-ramp is 440 feet. The actual corner sight distance looking to the east is approximately 310 feet. The corner sight distance is hindered by not only the horizontal and vertical curvature along Donner Pass Road, but also by the presence of signage, a light post, vegetation, as well as an upgrade on the off-ramp approach. About 390 feet of corner sight distance is provided to the west. The corner sight distance to the west is limited by the horizontal curvature along Donner Pass Road. It is recommended that the existing brush along Donner Pass Road in the southeast quadrant of the intersection that hinders corner sight distance from the off-ramp looking to the east, be trimmed or removed in order to increase the sight distance. During the winter season, snow berms should be removed from this area. Even with this measure, the corner sight distance in both directions would be less than the recommended 440 feet corner sight distance, due to the horizontal and vertical curvature along Donner Pass Road. Alternatively, reducing the speed limit along Donner Pass Road would reduce the sight distance requirements. However, according to the Caltrans Highway Design Manual, where restrictive conditions exist (such as excessive costs associated with modifying an existing roadway), the minimum value for corner sight distance at unsignalized intersections shall be equal to the stopping sight distance. In this case, the existing available corner sight distance provided is greater than the required stopping sight distance (300 feet). Therefore, the driver sight distance is considered to meet Caltrans standards as long as the existing vegetation that interferes with the corner sight distance looking to the east is trimmed back or removed. Class I Trail Crossing on Primary Road The proposed Class 1 trail crosses the proposed Primary Road within PC-1 at a point west of the Deerfield Drive residential neighborhood. The sight distance for westbound drivers approaching this trail crossing is expected to be adequate. However, the stopping sight distance for eastbound drivers along the Primary Road to see an object within the trail crossing and safely come to a stop is limited by the curvature of the Primary Road as well as by the existing trees and other vegetation on the east side of the roadway. Based upon a design speed of 35 miles per hour, the required stopping sight distance along the Primary Road is 250 feet. Some trees would need to be removed along the east side of the Primary Road in order to achieve this requirement. It is therefore recommended that the existing vegetation be removed in order to provide at least 250 feet of stopping sight distance at this location. Note that this sight distance concern only applies if a roadway design alternative that opens Deerfield Drive (such as Option 1) is selected as the preferred roadway configuration. The sight distance at this trail crossing is expected to be adequate under Options 2-5, given that Deerfield Drive would be gated at this location. LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 72 Traffic Impact Analysis Finally, it should be ensured that the final landscaping plans for the PC-1 project provide adequate driver sight distance along the proposed project roadways. VEHICLE MILES OF TRAVEL The PM peak hour Vehicle Miles of Travel (VMT) generated by the project was estimated based upon the PM peak hour trip rates, estimated trip lengths, and percent new trips, as shown in Table 5 of the Town of Truckee Traffic Impact Fee Program. For the purposes of this analysis, all secondary units are assumed to be less than 850 square feet (consistent with Town standards for parcels less than one acre) and are therefore treated as multifamily units. As Table 19 indicates, Options 2, 3, and 4 are estimated to generate a total of approximately 2,219 new VMT in the region during the summer PM peak hour. The VMT of Option 1 was evaluated considering the impact of the potential Deerfield Drive connection on total trip length. As shown in Table 20, the estimated total PM peak hour volumes potentially using this connection were identified for each trip origin/destination pair. The trip length of each origin/destination pair was then estimated both without and with the new connection. Multiplying each origin/destination volume by the respective trip length and summing over all pairs, the total VMT associated with trips that could potentially divert to the new connector (assuming full buildout of PC-1) was found to equal 393 VMT in the PM peak hour. With the Deerfield Drive connection, these trips would generate 256 PM peak hour VMT. Taking the difference, the connection would reduce VMT by 137 in the PM peak hour. Multiplying by a Daily-to-PM-Peak hour volume factor of 11.45, the connection would reduce total daily VMT by 1,570. Subtracting the impact of the connection on PM peak hour VMT (137) from the total VMT for Options 2, 3 and 4 (2,219) yields a total PM peak hour VMT estimate for Option 1 of 2,082. The Deerfield Drive connection would therefore reduce VMT associated with full buildout of PC-1 by approximately 6.2 percent. As shown in the bottom portion of Table 19, the reduced land use option (Option 5) is forecast to result in 2,018 new VMT. OFF-SITE TRAIL ALIGNMENTS The proposed off-site trail alignments were reviewed, and one concern was identified. The Class I Legacy Trail is proposed to run along the south side of Deerfield Drive adjacent to the Crossroads Shopping Center. This frontage along Deerfield Drive has limited space, due to right-of-way constraints and the presence of sidewalks on both sides of the roadway. The trail alignment plans propose to reduce the street width by approximately 6 feet. The eastbound Deerfield Drive approach on SR 89 contains three turn lanes (two left-turn lanes and one right- turn lane). The final trail plans should allow adequate transition and taper length for the eastbound right-turn lane at this location. PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. Traffic Impact Analysis Page 73 LSC Transportation Consultants, Inc. PC-1 Coldstream Specific Plan Page 74 Traffic Impact Analysis PC-1 Coldstream Specific Plan LSC Transportation Consultants, Inc. 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REFERENCECOCONCENTRATIONS ROADWAYPRIMARYROAD(HighestSECONDARYROAD TYPEVolume)(HighestVolume) AtEdgeAt25'AtEdgeAt25' AtGrade 2lane147.63.72.7 4lane11.973.32.6 6lane9.56.12.82.3 8lane8.55.72.62.2 Depressed15feet 2lane20.98.24.82.4 8lane15.46.33.71.9 Depressed30feet 2lane26.87.95.23.2 8lane21.364.12.7 Elevated15feet 2lane147.33.72.6 8lane8.55.42.62.1 Elevated30feet 2lane147.33.62.6 8lane8.55.42.52.1 COSCREENINGASSESSMENT INTERSECTION(N-S/E-W): SR89SOUTH/DONNERPASSROAD PROJECTSCENARIO: 2010PLUSPROJECTWEEKDAY PEAKHOUR PM WITHDEERFIELDCONNECTOR NORTH 6120685 10184 372464 406334 316136157 SOUTH HIGHESTVOLUMES N-S1555 E-W1720 WITHOUTDEERFIELDCONNECTOR NORTH (OPTIONS2&3) 6420385 10384 384484 407320 317134147 SOUTH HIGHESTVOLUMES N-S1528 E-W1759 PREDICTEDCOCONCENTRATIONS ESTIMATEDMOBILE- REFERENCEMOBILE-SOURCECO SOURCECOCONCCONTRIBUTION MOBILE- ATHIGHESTSOURCEPREDICTEDPREDICTED NUMBERROADWAYTRAFFICEMISSIONBACKGROUNDBACKGROUNDTOTAL1-HRTOTAL8-HR OFLANESEDGEAT25FEETVOLUMEFACTORS1-HR8-HR1-HRCONC8-HRCONCCONCCONC PEAKHOUR WITHDEERFIELDCONNECTOR PrimaryRoad411.907.0017208.8941.821.07 SecondaryRoad23.702.7015558.8940.510.373.42.65.73.6 CAAQS:20.09.0 EXCEEDS:NONO WITHOUTDEERFIELDCONNECTOR PrimaryRoad411.907.001759.008.8941.861.10 SecondaryRoad23.702.701528.008.8940.500.373.42.65.83.6 CAAQS:20.09.0 EXCEEDS:NONO NOTES: COmethodologyderivedfromtheBayAreaAirQualityManagementDistrict.1999.BAAQMDCEQAGuidelines. EmissionfactorsderivedfromEmfac2007. Backgroundconcentrationsbasedonthehighestmeasuredconcentrationatthenearestairqualitymonitoringstaitonforthelastthreeyearsofavailabledata. 1-hourconcentrationsarecalculatedattheroadwayedge.8-hrconcentrationsarecalculatedat25feetandassumeapersistencefactorof0.7. COSCREENINGASSESSMENT INTERSECTION(N-S/E-W): I-80WBRAMPS/DONNERPASSROAD PROJECTSCENARIO: 2010PLUSPROJECTWEEKDAY PEAKHOUR PM WITHDEERFIELDCONNECTOR NORTH 000 00 480430 600 1980142 SOUTH HIGHESTVOLUMES N-S400 E-W1168 WITHOUTDEERFIELDCONNECTOR NORTH (OPTIONS2&3) 000 00 498458 600 2960142 SOUTH HIGHESTVOLUMES N-S498 E-W1312 PREDICTEDCOCONCENTRATIONS ESTIMATEDMOBILE- REFERENCEMOBILE-SOURCECO SOURCECOCONCCONTRIBUTION MOBILE- ATHIGHESTSOURCEPREDICTEDPREDICTED NUMBERROADWAYTRAFFICEMISSIONBACKGROUNDBACKGROUNDTOTAL1-HRTOTAL8-HR OFLANESEDGEAT25FEETVOLUMEFACTORS1-HR8-HR1-HRCONC8-HRCONCCONCCONC PEAKHOUR WITHDEERFIELDCONNECTOR PrimaryRoad214.007.601168.008.8941.450.79 SecondaryRoad23.702.70400.008.8940.130.103.42.65.03.2 CAAQS:20.09.0 EXCEEDS:NONO WITHOUTDEERFIELDCONNECTOR PrimaryRoad214.007.601312.008.8941.630.89 SecondaryRoad23.702.70498.008.8940.160.123.42.65.23.3 CAAQS:20.09.0 EXCEEDS:NONO NOTES: COmethodologyderivedfromtheBayAreaAirQualityManagementDistrict.1999.BAAQMDCEQAGuidelines. EmissionfactorsderivedfromEmfac2007. Backgroundconcentrationsbasedonthehighestmeasuredconcentrationatthenearestairqualitymonitoringstaitonforthelastthreeyearsofavailabledata. 1-hourconcentrationsarecalculatedattheroadwayedge.8-hrconcentrationsarecalculatedat25feetandassumeapersistencefactorof0.7. COSCREENINGASSESSMENT INTERSECTION(N-S/E-W): I-80EBRAMPS/DONNERPASSROAD PROJECTSCENARIO: 2010PLUSPROJECTWEEKDAY PEAKHOUR PM WITHDEERFIELDCONNECTOR NORTH 28100154 126131 229275 81222 84154156 SOUTH HIGHESTVOLUMES N-S797 E-W1167 WITHOUTDEERFIELDCONNECTOR NORTH (OPTIONS2&3) 26100154 146131 229308 61315 51193175 SOUTH HIGHESTVOLUMES N-S895 E-W1312 PREDICTEDCOCONCENTRATIONS ESTIMATEDMOBILE- REFERENCEMOBILE-SOURCECO SOURCECOCONCCONTRIBUTION MOBILE- ATHIGHESTSOURCEPREDICTEDPREDICTED NUMBERROADWAYTRAFFICEMISSIONBACKGROUNDBACKGROUNDTOTAL1-HRTOTAL8-HR OFLANESEDGEAT25FEETVOLUMEFACTORS1-HR8-HR1-HRCONC8-HRCONCCONCCONC PEAKHOUR WITHDEERFIELDCONNECTOR PrimaryRoad214.007.6011678.8941.450.79 SecondaryRoad23.702.707978.8940.260.193.42.65.13.3 CAAQS:20.09.0 EXCEEDS:NONO WITHOUTDEERFIELDCONNECTOR PrimaryRoad214.007.601312.008.8941.630.89 SecondaryRoad23.702.70895.008.8940.290.213.42.65.33.4 CAAQS:20.09.0 EXCEEDS:NONO NOTES: COmethodologyderivedfromtheBayAreaAirQualityManagementDistrict.1999.BAAQMDCEQAGuidelines. EmissionfactorsderivedfromEmfac2007. Backgroundconcentrationsbasedonthehighestmeasuredconcentrationatthenearestairqualitymonitoringstaitonforthelastthreeyearsofavailabledata. 1-hourconcentrationsarecalculatedattheroadwayedge.8-hrconcentrationsarecalculatedat25feetandassumeapersistencefactorof0.7. COSCREENINGASSESSMENT INTERSECTION(N-S/E-W): SR89SOUTH/DONNERPASSROAD PROJECTSCENARIO: 2030PLUSPROJECTWEEKDAY PEAKHOUR PM WITHDEERFIELDCONNECTOR NORTH 32147105 9698 242459 499660 326142204 SOUTH HIGHESTVOLUMES N-S1978 E-W1768 WITHOUTDEERFIELDCONNECTOR NORTH (OPTIONS2&3) 35144105 9898 254479 500646 327140194 SOUTH HIGHESTVOLUMES N-S1951 E-W1776 PREDICTEDCOCONCENTRATIONS ESTIMATEDMOBILE- REFERENCEMOBILE-SOURCECO SOURCECOCONCCONTRIBUTION MOBILE- ATHIGHESTSOURCEPREDICTEDPREDICTED NUMBERROADWAYTRAFFICEMISSIONBACKGROUNDBACKGROUNDTOTAL1-HRTOTAL8-HR OFLANESEDGEAT25FEETVOLUMEFACTORS1-HR8-HR1-HRCONC8-HRCONCCONCCONC PEAKHOUR WITHDEERFIELDCONNECTOR PrimaryRoad411.907.0019781.8430.430.26 SecondaryRoad23.702.7017681.8430.120.093.42.64.02.8 CAAQS:20.09.0 EXCEEDS:NONO WITHOUTDEERFIELDCONNECTOR PrimaryRoad411.907.001951.001.8430.430.25 SecondaryRoad23.702.701776.001.8430.120.093.42.63.92.8 CAAQS:20.09.0 EXCEEDS:NONO NOTES: COmethodologyderivedfromtheBayAreaAirQualityManagementDistrict.1999.BAAQMDCEQAGuidelines. EmissionfactorsderivedfromEmfac2007. Backgroundconcentrationsbasedonthehighestmeasuredconcentrationatthenearestairqualitymonitoringstaitonforthelastthreeyearsofavailabledata. 1-hourconcentrationsarecalculatedattheroadwayedge.8-hrconcentrationsarecalculatedat25feetandassumeapersistencefactorof0.7. COSCREENINGASSESSMENT INTERSECTION(N-S/E-W): I-80WBRAMPS/DONNERPASSROAD PROJECTSCENARIO: 2030PLUSPROJECTWEEKDAY PEAKHOUR PM WITHDEERFIELDCONNECTOR NORTH 000 00 516499 600 2330155 SOUTH HIGHESTVOLUMES N-S448 E-W1308 WITHOUTDEERFIELDCONNECTOR NORTH (OPTIONS2&3) 000 00 534527 600 3310155 SOUTH HIGHESTVOLUMES N-S546 E-W1452 PREDICTEDCOCONCENTRATIONS ESTIMATEDMOBILE- REFERENCEMOBILE-SOURCECO SOURCECOCONCCONTRIBUTION MOBILE- ATHIGHESTSOURCEPREDICTEDPREDICTED NUMBERROADWAYTRAFFICEMISSIONBACKGROUNDBACKGROUNDTOTAL1-HRTOTAL8-HR OFLANESEDGEAT25FEETVOLUMEFACTORS1-HR8-HR1-HRCONC8-HRCONCCONCCONC PEAKHOUR WITHDEERFIELDCONNECTOR PrimaryRoad214.007.6013081.8430.340.18 SecondaryRoad23.702.704481.8430.030.023.42.63.82.7 CAAQS:20.09.0 EXCEEDS:NONO WITHOUTDEERFIELDCONNECTOR PrimaryRoad214.007.601452.001.8430.370.20 SecondaryRoad23.702.70546.001.8430.040.033.42.63.82.8 CAAQS:20.09.0 EXCEEDS:NONO NOTES: COmethodologyderivedfromtheBayAreaAirQualityManagementDistrict.1999.BAAQMDCEQAGuidelines. EmissionfactorsderivedfromEmfac2007. Backgroundconcentrationsbasedonthehighestmeasuredconcentrationatthenearestairqualitymonitoringstaitonforthelastthreeyearsofavailabledata. 1-hourconcentrationsarecalculatedattheroadwayedge.8-hrconcentrationsarecalculatedat25feetandassumeapersistencefactorof0.7. COSCREENINGASSESSMENT INTERSECTION(N-S/E-W): I-80EBRAMPS/DONNERPASSROAD PROJECTSCENARIO: 2030PLUSPROJECTWEEKDAY PEAKHOUR PM WITHDEERFIELDCONNECTOR NORTH 26100154 144138 264372 81222 84159157 SOUTH HIGHESTVOLUMES N-S803 E-W1307 WITHOUTDEERFIELDCONNECTOR NORTH (OPTIONS2&3) 26100154 164138 264405 61315 51198176 SOUTH HIGHESTVOLUMES N-S901 E-W1452 PREDICTEDCOCONCENTRATIONS ESTIMATEDMOBILE- REFERENCEMOBILE-SOURCECO SOURCECOCONCCONTRIBUTION MOBILE- ATHIGHESTSOURCEPREDICTEDPREDICTED NUMBERROADWAYTRAFFICEMISSIONBACKGROUNDBACKGROUNDTOTAL1-HRTOTAL8-HR OFLANESEDGEAT25FEETVOLUMEFACTORS1-HR8-HR1-HRCONC8-HRCONCCONCCONC PEAKHOUR WITHDEERFIELDCONNECTOR PrimaryRoad214.007.6013071.8430.340.18 SecondaryRoad23.702.708031.8430.050.043.42.63.82.8 CAAQS:20.09.0 EXCEEDS:NONO WITHOUTDEERFIELDCONNECTOR PrimaryRoad214.007.601452.001.8430.370.20 SecondaryRoad23.702.70901.001.8430.060.043.42.63.82.8 CAAQS:20.09.0 EXCEEDS:NONO NOTES: COmethodologyderivedfromtheBayAreaAirQualityManagementDistrict.1999.BAAQMDCEQAGuidelines. EmissionfactorsderivedfromEmfac2007. Backgroundconcentrationsbasedonthehighestmeasuredconcentrationatthenearestairqualitymonitoringstaitonforthelastthreeyearsofavailabledata. 1-hourconcentrationsarecalculatedattheroadwayedge.8-hrconcentrationsarecalculatedat25feetandassumeapersistencefactorof0.7. GREENHOUSEGASEMISSIONSSUMMARY ANNUAL (YEAR2004) EMISSIONS INVENTORY (CO2e) EMISSIONSINVENTORIES CALIFORNIA5.0E+08 BUILDOUT CO2EQUIVTONS/YR SOURCECO2N20CH4TOTAL MOTORVEHICLES6,745.2319.917.77,082.8 ELECTRICITYUSE1,219.02.90.11,222.0 NATGAS1,131.52.42.41,136.3 LANDSCAPE2.4002.4 TOTALCO2EQUIV(TONS/YR):9,443.4 PERCENTOFCAINVENTORY:0.002 ELECTRICITY EMISSIONFACTORSLB/MWH CO2879 CH40.0067 N200.0037 Source:CaliforniaClimateActionRegistry,GeneralReportingProtocol.ReportingEntity-wideGreenhouseGasEmissions.Version3.0.April2008. GHGEMISSIONS(TONS/YR)CO2EQUIVEMISSIONS(MTONS/YR) NETINCREASE ELECTRICITY CO2N20CH4CO2N20CH4TOTAL SOURCEUSE(MWH/YR) 3,0581,219.00.00.01,219.02.90.11,222.0 ProposedProject NATURALGAS ÒßÌËÎßÔÙßÍÛÓ×ÍÍ×ÑÒÚßÝÌÑÎÍ µ¹ñÓÓÞ¬« ðòðððï Òîð ðòððëç ÝØì Source:CaliforniaClimateActionRegistry,GeneralReportingProtocol.ReportingEntity-wideGreenhouseGasEmissions.Version3.0.April2008. TONS/YEARCO2EQUIVALENT(MTONS/YR) NETINCREASE CO2N2OCH4N20CH4TOTAL NATURALGAS (TONS/YEAR)(TONS/YEAR)(TONS/YR)CO2(TONS/YR)(TONS/YEAR)(TONS/YEAR)(N2O,CH4,CO2) USE(MMBTU/YR) ProposedProject19,198.61,247.260.000.1132718721,131.50.62.41,134.5 CO2emissionswerecalculatedusingtheURBEMIS2007computerprogram.CH4ANDN20emissionfactorsderivedfromCAClimateChangeActionRegistryGeneralReporting Protocol,Version2.2,March2007;AppnC,TableC-1;andtheestimatedusageratesidentifiedabove. MOBILE-SOURCEEMISSIONS-2025 N20&CH4 GASOLINE CH4N2O VEH.FLEETFUEL VEHICLETYPEMIXFRACTIONEMFACWTEMFACEMFACWTEMFAC LightAuto0.3250.9910.0400.0130.0400.013 LightTruck<3750lbs0.2440.9100.0500.0110.0600.013 LightTruck3751-5750lbs0.1980.9900.0500.0100.0600.012 MedTruck5751-8500lbs0.0920.9780.1200.0110.2000.018 Lite-HeavyTruck8501-10,000lbs0.0250.7200.1200.0020.2000.004 Lite-HeavyTruck10,001-14,000lbs0.0120.5000.1200.0010.2000.001 Med-HeavyTruck14,001-33,000lbs0.0090.2220.1200.0000.2000.000 Heavy-HeavyTruck33,001-60,000lbs0.0090.0000.1200.0000.2000.000 OtherBus0.0010.0000.1200.0000.2000.000 UrbanBus0.0000.000 Motorcycle0.0640.5160.0900.0030.0100.000 SchoolBus0.0010.0000.1200.0000.2000.000 MotorHome0.020.8500.1200.0020.2000.003 0.0530.065 VehiclefleetmixderivedfromURBEMIS2007computerprogram.EmissionfactorsderivedfromCaliforniaClimateActionRegistryGeneral ReportingProtocol,Version3.0,April2008. N20&CH4DIESEL CH4N2O VEH.FLEETFUEL VEHICLETYPEMIXFRACTIONEMFACWTEMFACEMFACWTEMFAC LightAuto0.3250.0030.0100.0000.0200.000 LightTruck<3750lbs0.2440.0740.0100.0000.0300.001 LightTruck3751-5750lbs0.1980.0050.0100.0000.0300.000 MedTruck5751-8500lbs0.0920.0110.0600.0000.0500.000 Lite-HeavyTruck8501-10,000lbs0.0250.2800.0600.0000.0500.000 Lite-HeavyTruck10,001-14,000lbs0.0120.5000.0600.0000.0500.000 Med-HeavyTruck14,001-33,000lbs0.0090.7780.0600.0000.0500.000 Heavy-HeavyTruck33,001-60,000lbs0.0091.0000.0600.0010.0500.000 OtherBus0.0011.0000.0600.0000.0500.000 UrbanBus0.0000.000 Motorcycle0.0640.0000.0900.0000.0100.000 SchoolBus0.0011.0000.0600.0000.0500.000 MotorHome0.020.1500.0600.0000.0500.000 0.0020.002 VehiclefleetmixderivedfromURBEMIS2007computerprogramforSanJoaquinValleyyear2025.Emissionfactorsderivedfrom CaliforniaClimateActionRegistryGeneralReportingProtocol,Version3.0,April2008. URBEMISMODELINGRESULTS ANNUALVMT 15347728.1 7,435.2 MobileSourceCO2(Tons/Year) SOURCE:BasedonURBEMIS2007modelingresults. MOBILE-SOURCEEMISSIONSSUMMARY-2025 CompositeEMFACs(g/mi)Tons(short)/YearCO2e(Tons/Year) ANNUAL VMTCH4N2OCH4N2OCO2CH4N2OCO2TOTAL Mobile-SourceEmissions1.53E+070.0550.0670.91.17,435.217.7319.96,745.27,082.8 ELECTRICITYUSAGERATES-LIMITEDSTATEWIDE CEC'sEUFSEND- USEFLOORCEC'sANNUAL PROPOSEDSTOCK-ENERGYUSAGE PROJECTSEGMENT-SEGMENT CALCULATEDANNUALAVGPROPOSEDPROJECT ENDUSE(DU/KSF)UNITTOTAL(KSF)TOTAL(GWh) USAGERATE/UNITTOTAL SFR200DU7538kWh/DU1,507,600kWh MFRTownhome126DU4740kWh/DU597,240kWh MFR2-4UnitApt160DU4113kWh/DU658,080kWh 361,5844,738 SmallOffice(<30KSF)14KSF13,103KWh/KSF183,448kWh 445,1063,322 Recreation15KSF7,463KWh/KSF111,951kWh 3,058,319kWh Sum ResidentialusageratesderivedfromCaliforniaEnergyCommission(CEC).20046.CaliforniaStatewideResidentialApplianceSaturationStudy(CSRASS).ElectricUECsCalibrated andNormalized,byResidenceType.CEC.2006.CSRASSUpdatetoAirConditioningUnitEnergyConsumptionEstimatesUsing2004BillingData. CommercialusageratesderivedfromCaliforniaEnergyCommission.2008.CaliforniaCommercialEnd-UseSurvey.http://capabilities.itron.com/CeusWeb/Chart.aspx,basedon annualsummarystatistics. NATURALGASUSAGERATES-LIMITEDSTATEWIDE CEC'sEUFSEND-CEC'sANNUAL USEFLOORENERGYUSAGE STOCK--SEGMENT PROPOSEDSEGMENTTOTAL CALCULATEDANNUALAVGPROPOSEDPROJECT ENDUSEUSEUNITTOTAL(KSF)(10kTherms) USAGERATE/UNITTOTAL SFR200DU508therms/year/DU101,600therms MFRTownhome126DU326therms/year/DU41,076therms MFR2-4UnitApt160DU284therms/year/DU45,440therms 361,5843,810 SmallOffice(<30KSF)14KSF105therms/year/KSF1,475therms 445,1067,107 School15KSF160therms/year/KSF2,395therms 191,986 Sumtherms ResidentialusageratesderivedfromCaliforniaEnergyCommission.2004.CaliforniaStatewideResidentialApplianceSaturationStudy.Basedonstate-widedataforhomeswith reportedgasaccountdata. CommercialusageratesderivedfromCaliforniaEnergyCommission.2008.CaliforniaCommercialEnd-UseSurvey.http://capabilities.itron.com/CeusWeb/Chart.aspx,basedon annualsummarystatistics. REFERENCES CALIFORNIAAIRRESOURCESBOARD.2007.EMFAC2007.VERSION2.30. CALIFORNIACLIMATEACTIONREGISTRYGENERALREPORTINGPROTOCOL(CCARGRP).VERSION2.2.MARCH2007.REPORTINGENTITY-WIDEGREENHOUSEGASEMISSIONS. CALIFORNIAENERGYCOMMISSION(CEC).JUNE2004.CALIFORNIASTATEWIDERESIDENTALAPPLIANCESATURATIONSTUDY. CALIFORNIAENERGYCOMMISSION(CEC).SEPTEMBER2005.CALIFORNIAENERGYDEMAND2006-2016,CALIFORNIAENERGYDEMAND2006-2016,STAFFENERGYDEMANDFORECAST. CALIFORNIAENERGYCOMMISSION(CEC).MARCH2006.CALIFORNIACOMMERCIALEND-USESURVEY. CALIFORNIAINTEGRATEDWASTEMANAGEMENTBOARD(CIWMB).ACCESSED:DECEMBER17,2007.url:http:www.ciwmb.ca.gov. RIMPOANDASSOCIATES.2007.URBEMIS2007.VERSION9.2.4. UNITEDSTATESENVIRONMENTALPROTECTIONAGENCY(U.S.EPA).JUNE1998.CHARACTERIZATIONOFBUILDINGRELATEDCONSTRUCTIONANDDEMOLITIONDEBRISINTHEUNITEDSTATES. UNITEDSTATESENVIRONMENTALPROTECTIONAGENCY(U.S.EPA).1995.STATEWORKBOOK:METHODOLOGIESFORESTIMATINGGREENHOUSEGASEMISSIONS ÝØßÐ×ÍÚßÝ×Ô×ÌÇÍÛßÎÝØ Ý¿´·º±®²·¿ß·®Î»±«®½»Þ±¿®¼òß½½»»¼Í»°¬»³¾»®ëôîððçòÝ±³³«²·¬§Ø»¿´¬¸ß·®Ð±´´«¬·±² ×²º±®³¿¬·±²Í§¬»³øÝØßÐ×Í÷ò¸¬¬°æññ©©©ò¿®¾ò½¿ò¹±ªñ¹·³±îñ½¸¿°·ÁªðïÁêÁïÁðìñ½¸¿°·Áªðîò¿° ßÚÙ ÐÐÛÒÜ×È ÛÑÌÛÝØÒ×ÝßÔ ßÙØ ÐÐÛÒÜ×È ßÆßÎÜÍ ïôúõîñêúîïêèñéôïöøïöôïøøëêúÕÉÙ Û²¹·²»»®·²¹ ¿²¼ Û²ª·®±²³»²¬¿´ Í»®ª·½» 8795 Folsom Blvd., Suite 250 • Sacramento, CA 95826 • 916.388.5655 • FAX 916.388.5676 September 1, 2007 NCE Job #A535.01.35 Mr. Jesse Yang Taylor and Wiley 2870 Gateway Oaks Drive, Suite 200 Sacramento, CA 95833 Phase I Environmental Site Assessment (ESA) 10342 Cold Stream Road, 12100, 12175, 12027, and 11955 Deerfield Drive Nevada County APNs 018-560-10, -12, 018-740-22, -23, 018-760-11, -12, -13, -15 and Placer County APN 080-010-23 Truckee, California Dear Mr. Yang: Nichols Consulting Engineers, Chtd. (NCE) is pleased to submit the attached Phase I Environmental Site Assessment performed at the above referenced Site. If you have any questions, please do not hesitate to call. Yours very truly, ïôúõîñêúîïêèñéôïöøïöôïøøëêúÕÉÙ Michael J. Leacox, C.E.G. Principal Enclosure cc: Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» ïôúõîñêúîïêèñéôïöøïöôïøøëêúÕÉÙ Û²¹·²»»®·²¹ ¿²¼ Û²ª·®±²³»²¬¿´ Í»®ª·½» 8795 Folsom Blvd., Suite 250 • Sacramento, CA 95826 • 916.388.5655 • FAX 916.388.5676 Phase I Environmental Site Assessment (ESA) 10342 Cold Stream Road, 12100, 12175, 12027, and 11955 Deerfield Drive Nevada County APNs 018-560-10, 018-560-12, 018- 740-22, -23, 018-760-11, -12, -13, -15 and Placer County APN 080-010-23 Truckee, California Prepared for Taylor and Wiley 2870 Gateway Oaks Drive, Suite 200 Sacramento, CA 95833 NCE Project No. A535.01.35 Michael J. Leacox, C.E.G. Principal Frank Drewes Project Geologist September 1, 2007 Nevada County Phase I ESA – 10342 Cold Stream Road CONTENTS EXECUTIVE SUMMARY....................................................................................................................1 1.0 INTRODUCTION.....................................................................................................................3 1.1 General........................................................................................................................3 1.2 Purpose and Scope.....................................................................................................3 1.2.1 Purpose...........................................................................................................3 1.2.2 Scope..............................................................................................................3 1.3 Data Gaps...................................................................................................................4 2.0 SALIENT ASSIGNMENT INFORMATION..............................................................................5 3.0 SITE DESCRIPTION...............................................................................................................6 3.1 Property Location........................................................................................................6 3.2 Site Features...............................................................................................................6 3.3 Surrounding Land Use................................................................................................7 3.4 Physical Site Setting....................................................................................................7 3.4.1 Size and Shape of Parcel................................................................................7 3.4.2 Topography......................................................................................................7 3.4.3 Surface Waters and Wetlands.........................................................................8 3.4.4 Soils, Geology, Groundwater and Seismicity...................................................8 3.5 Site Improvements......................................................................................................8 3.6 Current Property Use..................................................................................................9 3.7 Environmental Permits................................................................................................9 4.0 HISTORICAL USE................................................................................................................10 4.1 Historical Summary...................................................................................................10 4.2 Topographic Maps.....................................................................................................10 4.3 Historical Maps..........................................................................................................11 4.4 Aerial Photographs....................................................................................................11 4.5 Chain-of-Ownership..................................................................................................12 4.6 Previous Reports.......................................................................................................12 4.7 City Directories..........................................................................................................12 4.8 Interviews..................................................................................................................13 5.0 REGULATORY REVIEW......................................................................................................14 5.1 Federal Databases....................................................................................................15 5.1.1 RCRA Generators..........................................................................................15 5.1.2 Department of Defense sites (DOD)..............................................................15 5.2 California Environmental Protection Agency (Cal/EPA) and State Water Resources Control Board (SWTRCB) Databases.......................................................................15 5.2.1 California EnviroStor......................................................................................15 5.2.2 CalSites Database (Hist Cal-sites)................................................................16 5.2.3 School Property Evaluation Program (SCH)..................................................16 5.2.4 California “Cortese” Hazardous Waste & Substances Sites List...................16 5.2.5 Recycler Database (SWRCY)........................................................................17 5.2.6 California Leaking Underground Storage Tanks (LUST) List........................17 5.2.7 California Facility Inventory Database...........................................................18 ii Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Contents Phase I ESA – 10342 Cold Stream Road 5.2.8 California Underground Storage Tanks (UST) List........................................19 5.2.9 Hazardous Substance Storage Container Database (HIST UST).................20 5.2.10 SWEEPS UST...............................................................................................20 5.2.11 Drycleaners....................................................................................................21 6.0 SITE RECONNAISSANCE...................................................................................................22 6.1 Chemical Storage and Usage...................................................................................22 6.2 Bulk Storage Tanks...................................................................................................22 6.3 Site Waste and Wastewater......................................................................................22 6.4 Stained Soil, Stained Pavement, or Stressed Vegetation.........................................22 6.5 Liquid Discharges......................................................................................................22 6.6 Pools of Liquid...........................................................................................................22 6.7 Pits, Ponds, or Lagoons............................................................................................23 6.8 Wells..........................................................................................................................23 6.9 On-Site Fill.................................................................................................................23 6.10 Drums and Containers for Storing Waste..................................................................23 6.11 Floor Drains and Sumps............................................................................................23 6.12 Odors.........................................................................................................................23 6.13 Air Emissions.............................................................................................................23 6.14 Polychlorinated Biphenyls (PCBs).............................................................................23 6.15 Asbestos-Containing Material (ACM)........................................................................23 6.16 Lead-in-Drinking Water.............................................................................................24 6.17 Radon........................................................................................................................24 6.18 Lead-Based Paint (LBP)............................................................................................24 7.0 INTERVIEWS........................................................................................................................25 7.1 Present Owners.........................................................................................................25 7.2 User...........................................................................................................................25 7.2.1 Title Records..................................................................................................25 7.2.2 Environmental Clean Up Liens and Activity and Use Limitations (AULs)......25 7.2.3 Specialized Knowledge..................................................................................25 7.2.4 Relationship of Purchase Price to Fair Market Value Due to Contamination in Connection with the Site................................................................................25 7.2.5 Common Knowledge or Reasonably Ascertainable Information...................25 7.2.6 Purpose for Conducting the Phase I Environmental Site Assessment..........25 7.3 Key Site Manager......................................................................................................25 7.3.1 Historic Site Use............................................................................................25 7.3.2 Proceedings Involving the Property...............................................................26 7.4 Occupants.................................................................................................................26 7.5 Past Owners..............................................................................................................26 8.0 FINDINGS AND CONCLUSIONS.........................................................................................27 9.0 LIMITATIONS........................................................................................................................29 10.0 REFERENCES......................................................................................................................30 iii Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Contents Phase I ESA – 10342 Cold Stream Road PLATES 1 Site Location Map 2 Site Vicinity Map 3 Site Plan 4-6 Site Photos TABLES 1 Table 1 – Database Review APPENDICES A EDR Radius Map Report, City Directory Abstract, and Environmental Lien Search B Historical Aerial Photographs C Historical Topographic Maps D California RWQCB – Lahontan Region Letter “Final Sampling of Contaminated Soils at Teichert Aggregates Plant in Truckee, Nevada County” DISTRIBUTION iv Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road EXECUTIVESUMMARY This report documents the findings of Nichols Consulting Engineers, Chtd. (NCE) from a Phase I Environmental Site Assessment (ESA) conducted at property located at 10342 Cold Stream Road, Truckee, Nevada County, California (Site). The 178.6+-acre property is situated in a semi-rural area characterized by limited commercial and residential development. The Site supported historical gravel mining. 1 This assessment revealed evidence of a recognized environmental condition (REC) in connection with the Site; the presence of petroleum hydrocarbons beneath the Subject Property located north and northwest of the Chevron Station near the northwest corner of the Site. Three groundwater monitoring wells (MW-8, MW- 10 and MW-12) that were installed in association with groundwater investigation at the Chevron Station are located on the portion of the Subject Property that extends north of the Chevron Station. The presence of total petroleum hydrocarbons as diesel (TPH-d) and methyl tertiary butyl ether (MTBE) in the monitoring wells on the Subject Property demonstrates that contamination of groundwater beneath the Site in association with the Chevron Station has occurred. The source of the hydrocarbons appears to be related to the Chevron Station as no information was identified by NCE that suggests an alternate source of hydrocarbons other than the Chevron Station. The release from the Chevron Station is being regulated by the California Regional Water Quality Control Board (RWQCB). The following items warrant mention: During the 1950s to mid 1980s, active gravel mining operations occurred at the Site property. During this period, eleven onsite underground storage tanks (USTs) were used for fuel storage, used-oil storage, and asphaltic compounds. The USTs were removed in 1985 and 1987, at which time the Regional Water Quality Control Board (RWQCB) Lahontan Region issued Cleanup and Abatement Order No. 85-14 to address soil and groundwater impacts around the USTs. Impacted soil was excavated, stockpiled in bio-cells, and in-situ biodegradation was utilized to reduce petroleum hydrocarbon concentrations. The RWQCB issued a No Further Action Letter for the Site in 1988 and rescinded Cleanup and Abatement Order No. 85-14. Based on the available information, the remediation of the UST-related impacts, and the closed regulatory status, NCE concludes that these mitigated impacts do not constitute a concern at the Site under the existing land uses. NCE attempted to obtain records associated with the bioremediation of the UST removal and bioremediation of the soil from the RWQCB and Teichert Aggregates. Because of the age of the project, records were not available. The purpose of the extended document review was to evaluate the concentrations of any potential residual petroleum concentrations (if present) and evaluate potential concerns associated with future land use changes. Because these data were not available, NCE recommends a subsurface investigation at the location of the former UST locations and bio-cells. The investigation would include the excavation of a series of backhoe test pits in the vicinity of the footprint of the former bio-cells. Selected soil samples collected from the backhoe pits would be submitted for analytical testing to evaluate for residual concentrations of petroleum hydrocarbons and metal in the near surface soils. Based on the results of a search of governmental agency databases and RWQCB file review, two additional properties with known environmental liabilities have been identified within the study area (within 0.25 miles of the Site). These properties, the Chevron Station (located in between portions of the Subject Property near the northwest corner of the Site) and the Unocal/Tosco Station (approximately 200 feet north of the Site), have petroleum hydrocarbon impacted groundwater beneath them (including MTBE) and residual hydrocarbons remaining in the soil. Groundwater flow directions are generally toward the east-northeast and these properties are both up-gradient from the Site. Based upon the available groundwater flow direction data, the analytical results reviewed, and the proximity to the Site, there is potential for concern regarding possible past or future impacts to the soil and groundwater beneath the Site from the adjacent Unocal/Tosco 1 For purposes of this assessment, the term "recognized environmental conditions" shall mean the presence or likely presence of any hazardous materials on the Site under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous materials into structures on the property or into the ground, groundwater or surface water of the Site. 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 Site of an enforcement action if brought to the attention of the appropriate governmental agencies. NCE did not perform any sampling as part of the scope-of-work for this ESA to confirm de minimis conditions. 1 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Contents Phase I ESA – 10342 Cold Stream Road Station. As mentioned above, evidence that the petroleum hydrocarbons associated with the Chevron Station have impacted the Subject Property located north and northwest of the Chevron Station has been discovered. While the presence of petroleum hydrocarbons beneath the Site does not pose a significant concern under the existing land uses, the presence of volatile organic compounds beneath the Site could pose a concern if land-use changes. If land use changes include the construction of structures for residential or commercial purposes, NCE recommends an assessment for potential vapor intrusion. This document was prepared for the sole use of Taylor and Wiley, the only intended beneficiaries of our work. Any party, other than the aforementioned, which relies on the information contained herein without the prior written consent of NCE and Taylor and Wiley does so at their own sole risk and without any liability or legal exposure on the part of NCE or Taylor and Wiley. 2 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 1.0 INTRODUCTION 1.1 General NCE was retained by Taylor & Wiley, on behalf of Stonebridge Properties, to prepare a Phase I ESA in conformance with ASTM Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process E1527-05 and the Environmental Protection Agency’s (EPA) All Appropriate Inquiries (AAI) Final Rule on the Site in accordance with our Agreement. The Site is located at 10342 Cold Stream Road and 12100, 12175, 12027, and 11955 Deerfield Drive in Truckee, Nevada County, California (Plates 1 through 3). 1.2 Purpose and Scope 1.2.1 Purpose The purpose of this ESA was to provide information on the Site and surrounding area with respect to the potential presence of hazardous materials and wastes on, beneath, or in the vicinity of the Site. This ESA was completed in general conformance with the scope and limitations of ASTM E 1527-05 as well as the EPA’s AAI Final Rule. The qualifications of the Environmental Professionals completing this ESA and responsible for preparation of this report meet those standards included in the AAI Final Rule. This evaluation was based on information gathered from federal, state, and local agencies; interviews with people familiar with the property; a Site visit conducted by NCE personnel; and a brief reconnaissance of the surrounding areas. 1.2.2 Scope In general, the scope of this assessment consisted of reviewing readily available information and environmental data relating to the property; interviewing readily available persons knowledgeable about the Site; reviewing readily available maps, aerial photographs and records maintained by federal, state, and local regulatory agencies; and conducting a Site visit. The specific scope of this assignment included the following: Performing a Site reconnaissance to characterize on-site conditions and assess the Site’s location with respect to surrounding property uses and natural surface features. In addition, NCE conducted a reconnaissance of the surrounding roads and readily accessible adjacent properties to identify obvious potential environmental conditions on neighboring properties. Photographs taken as part of the Site reconnaissance are provided on Plates 4 through 6. Reviewing readily available environmental databases maintained by federal, state, and local agencies within the approximate minimum search distances as described within the Regulatory Review Section 5.0 of this report. A copy of the Computerized Environmental Report, provided by Environmental Data Resources, Inc. is attached as Appendix A. Conducting a Site visit on May 18, 2007. The visit was conducted by Mr. Frank Drewes and Mr. Tyler Joost representing NCE. The Site was represented by Mr. Jesse Yang, of Taylor & Wiley, and Mr. Mike Isle of Stonebridge Properties. The weather was clear and the temperature was approximately 55° F at the time of the survey. NCE conducted the Site reconnaissance in a systematic manner. Reviewing information such as previously prepared environmental reports. 3 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 1.0Introduction Phase I ESA – 10342 Cold Stream Road Reviewing readily available historical documents, such as topographic maps, aerial photographs, city directories, Sanborn Fire Insurance Maps and atlases, to identify previous activities on and in the vicinity of the Site. Copies of the historical topographic maps and aerial photographs are included in Appendix B and C, respectively. Reviewing published radon occurrence maps to determine whether the Site is located in an area with a propensity for elevated radon concentrations. Interviews of persons familiar with the property were conducted by NCE in order to obtain information on present and previous on-Site activities potentially resulting in the environmental degradation of the Site or adjoining properties. The following table presents a summary of the individuals contacted or to whom requests for documentation were made as part of this assessment: Name AffiliationTelephone Relationship to No.Site Administrator Lahontan Regional Water Control (530) 542-Regulatory Quality Board 5467 Mr. Dave Jacobson Nevada County Public Works Real (530) 582-County Property Division 7707 Ms. Peter Kraatz Placer County Public Works Real (530) 745-County Property Division 7590 Mr. Chad Smith Summit Crane - Site Property (530) 587-Property Lessee 4013Lessee Janet Mann Nevada County Department of (530) 582-Regulatory Environmental Health 7829 1.3 Data Gaps According to § 3.3.20 of ASTM Standard E 1527-05 a data gap is a lack of or inability to obtain information required by the ASTM Standard despite good faith efforts to gather same. Data gaps may result from incompleteness in any of the activities required by the by the ASTM Standard. The following data gaps occurred in connection with this report: Data Gap Explanation Significance of Gap No Site history prior No records of land use prior to mining Low significance since land has been to 1950s activities mined Site closure data No records available regarding UST Potentially significant if land use and bioremediation closure data changes 4 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 2.0 SALIENTASSIGNMENTINFORMATION NCE Project No.: A535.01.35 Project Name: Phase I Environmental Site Assessment (ESA) Nevada County APNs 018-560-10, -12, 018-740- 22, -23, 018-760-11, -12, -13, -15 and Placer County APN 080-010-23 Truckee, California Street Address: 10342 Cold Stream Road, and 12100, 12175, 12027, and 11955 Deerfield Drive City, State and Zip: Truckee, California, 94519 Primary Use: Vacant – Former Gravel Mine Age of Improvements: Sometime after 1955 Site Area: 178.6+ acres Reported Number of Tenants: 1 Number of Buildings: 2 5 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 3.0 SITEDESCRIPTION 3.1 Property Location The Site consists of approximately 178.6+ acres of mainly vacant land in Truckee, California at 10342 Cold Stream Road, and 12100, 12175, 12027, and 11955 Deerfield Drive (Plates 1, 2 and 3). The Site is located in the southern half of Section 17 and the southwest quarter of Section 16, Township 17 North, Range 16 East and is located east of Cold Stream Road. The Site comprises two contiguous properties where previous Phase I ESAs have been conducted. The Phase I ESAs were conducted by Harding ESE and included the Cold Stream Property Phase I ESA (Harding ESE, 2001) and the Hauri Property Phase I ESA (Harding ESE, 2002). The results of the ESAs conducted for the properties indicated above are incorporated in this report. The Cold Stream parcels occupy Nevada County Assessor’s Parcel Numbers (APN) 018-560- 10, -12, 018-740-22, -23 and Placer County APN 080-010-23. The parcels included in the Hauri Property Phase I ESA occupy Nevada County APNs 018-760-11, -12, -13 and -15. The Cold Stream parcels encompass a total of approximately 156+ acres and include the physical address of 10342 Cold Stream Road. The Hauri parcels encompass a total of approximately 22.6+ acres and include the physical addresses of 12100, 12175, 12027 and 11955 Deerfield Drive. The Site is bounded on the north by Interstate 80, and Donner Pass and Cold Stream roads on the northwest and west, respectively. A residential neighborhood is located near the northeastern boundary of the Site and undeveloped land exists along the southeast and southern boundary of the Site. A Southern Pacific Railroad easement is located approximately 200-feet south of the Site. The west and southwest property boundaries are adjacent to Cold Stream Road and State of California park land. 3.2 Site Features The northern portion of the Site is accessible from Deerfield Drive which bisects this part of the Site from east to west. Three groundwater monitoring wells (MW-8, MW-10 and MW-12) that are utilized in the investigation of the Chevron Station adjacent to the Site are located on the northern part of the Subject Property (Plate 3). The southern portion of the Site is characterized predominantly by several ponds that occupy the southeastern portion of the Site (Plate 4). The ponds were created as a result of former aggregate mining activities that occurred at the Site. Most of the remainder of this portion of the Site is covered with grasses, pine and fir trees growing on the former mined areas. This part of the Site is accessible from Cold Stream Road through a gate in the northwest corner of the Site. Barbed-wire fences bound the remainder of the Site that is south of Deerfield Drive. Unpaved roads present throughout the Site provide access between the ponds on the east and a relatively flat area on the western portion of the Site. Cold Steam bisects the Site from north to south near the approximate western portion of the Site and a bridge located near the west central portion of the Site connects the western and eastern portions (Plate 4). Deerfield Drive extends along the northern portion of the Site and terminates near the northeastern boundary of the Site. In the vicinity of the western end of Deerfield Drive NCE observed a fire hydrant and a flush mounted traffic rated utility box in the road surface with the word “water” stamped in the metal lid (Plate 4). A rough dirt road extends from the end of Deerfield Drive toward Cold Creek to the west. The road crosses a pair of culverts at a point approximately 30 feet west of the end of Deerfield Drive (Plate 4). The culverts connect a rock- lined swale that appears to be utilized for Site drainage. Also in this area, NCE observed a rectangular shaped concrete vault. The vault is accessed through a manhole cover with the word “sewer” stamped in it (Plate 5). The vault is presumed to be associated with a sewer main that, based on information provided in the Hauri Property Phase I (Harding ESE 2002), extends parallel to, and southwest of Deerfield Drive. The location of a former diesel and six former asphalt underground storage tanks (USTs) were visited near the southwestern portion of the Site (Plate 3). At the time of the Site visit no evidence of the former USTs was observed. On the adjacent property southwest of the Site, various pieces of equipment including an above ground storage tank (AST), earth moving equipment and semi-truck trailers were observed (Plate 5). 6 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 3.0Site Description Phase I ESA – 10342 Cold Stream Road The northwest portion of the Site included the location of the former scale house and offices of the historical aggregate mine. At the time of the Site visit the scale house and offices had been removed. What appeared to be a scale and a concrete slab foundation were present at what is believed to be the location of the former scale house and offices (Plate 5). A large area of asphalt paving is also present in the vicinity of the scale house and offices (Plate 5). Two power poles were observed in this area. One of the power poles included two transformers (Plate 6). The former scale house area also includes the location of former gas and diesel USTs and a used oil UST (Plate 3). At the time of the Site visit no evidence of the former USTs was observed. Also near the northwestern portion of the Site is the location of an equipment maintenance building that is annually leased by the Truckee–Donner PUD (Plate 6). The interior of the maintenance building was not viewed at the time of the Site visit. A fenced equipment yard is located on the north side of the maintenance building and equipment stored in the yard includes telephone poles, fire hydrant fittings, steel pipes, utility boxes and PVC pipe (Plate 6). 3.3 Surrounding Land Use The property is located in a rural setting characterized by commercial and residential development to the north and east and open space to the south and west. The following is a tabulation of surrounding property usage: DirectionAdjacent Properties Surrounding Properties North Highway 80 forms the northern Denser commercial/residential boundary of the Subject development extends to the distant Property.land north of the highway. South A CalTrans and Railroad California State Park lands and property is adjacent to the various private land holdings extend to the distant south of the property southern property boundary. boundary. East A residential neighborhood The Town of Truckee covers the land and commercial shopping to the distant east of the property center are adjacent to the boundary. eastern property boundary. West Donner Memorial State Park is Donner Memorial State Park and adjacent to the western Donner Lake extend to the distant property boundary. west of the property boundary. 3.4 Physical Site Setting 3.4.1 Size and Shape of Parcel The property is shaped like an elongated, asymmetric oval that tapers to a narrow, squared-off end at its eastern limit. It is approximately 178.6+ acres in size and has two small areas within the northern portion that are completely surrounded by Subject Property and are not part of the Site (Plate 3). 3.4.2 Topography Topography of the Site is varied. The western portion of the Site is relatively flat and generally displays low relief. Cold Creek divides the property into eastern and western portions. The eastern portion of the Site has several depressions formed from mining activity. According to the topographic map (USGS, Truckee quadrangle 1955; photo revised 1969), the elevation of the Site ranges from approximately 5,960 feet above 7 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 3.0Site Description Phase I ESA – 10342 Cold Stream Road mean sea level (msl) near the southern boundary to approximately 5,920 feet above msl near the northern property boundary closer to Donner Creek. According to the Environmental Data Resources, Inc. (EDR), Radius Map Report (Appendix A), portions of the Site (east of Cold Creek) have been mapped as flood zones. 3.4.3 Surface Waters and Wetlands Surface Waters Cold Creek crosses the Site flowing north toward Donner Creek, which is located near the northern Site boundary. Several shallow man-made ponds are also located on-Site. These were created by historical mining activity and are located mainly in the eastern portion of the Site. The largest nearby natural water body is Donner Lake, located approximately 0.60 miles to the west. Wetlands Several marshes are present on-Site. Like the ponds, these formed from depressions in the earth caused by mining activities. 3.4.4 Soils, Geology, Groundwater and Seismicity Geology The Site lies within the Truckee Meadows area, along the eastern flank of the Sierra-Nevada in a westerly- tilted, elongated, north-trending asymmetric block. The Truckee Meadows were sculpted by Pliocene age Tahoe and Tioga Stage glacial movement. Geology at the Site consists of glacial outwash, moraine deposits, and stream bed deposits (Saucedo, G.J., Wagner, D.L., 1992). The area along Cold Creek and Donner Creek consists of revent alluvium. Sediments on the remainder of the Site consist of undifferentiated glacial till, moraine and outwash deposits of varying ages (Saucedo, G.J., Wagner, D.L., 1992). Groundwater Groundwater in the Site vicinity is reported to occur at approximately 8 feet below ground surface (bgs), according to information gathered on nearby Sites during file review. The groundwater flow direction in the Site vicinity is generally to the east-northeast (Gettler-Ryan Inc., 2007). Seismicity Three faults are located in the vicinity of the Site; an unnamed fault, the Honey Lake Fault Zone, and the Cleveland Hills Fault located approximately 18 miles north, 44 miles west, and 67 miles west of Site, respectively. The unnamed fault exhibited seismic activity and surface rupture in 1966. Another fault with Holocene age displacement (less than 11,000 years) in the vicinity of the Site is the North Tahoe Fault (California Division of Mines and Geology, 1994), which occurs approximately 18 miles southeast of the Site. A trace of the Dog Valley Fault, a pre-Quaternary age (greater than 1.6 million years) fault, may extend to approximately 5 miles east of the Site, concealed beneath younger sediments (California Division of Mines and Geology, 1994). 3.5 Site Improvements Water: none Sanitary Sewer: Truckee-Tahoe Sanitation Storm Sewer: none Electric: Truckee Donner Public Utilities District (PUD) Natural Gas: Bi-State Propane 8 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 3.0Site Description Phase I ESA – 10342 Cold Stream Road 3.6 Current Property Use Mr. Chad Smith of Summit Crane has leased the paved areas of the western portion of the Site since 1996. Summit Crane rents heavy equipment for use at construction Sites. In addition, snow removal equipment is stored on-Site, and firewood is being split and stored inside of a roll-off container for future sale. Summit Crane conducts snow removal activities and sells firewood during the winter months. Several roll-off containers are used for equipment and tool storage to support the Summit Crane’s operation. A residence is located near the northeastern portion of the Site and is occupied by a tenant. 3.7 Environmental Permits The property previously had Waste Discharge Requirements (WDRs) permits from the RWQCB associated with the previous mining operations. No current permits are known to be in-place for the property at this time. 9 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 4.0 HISTORICALUSE 4.1 Historical Summary The information in this section was mainly abstracted from the 2001 and 2002 Phase I ESAs performed by Harding ESE. The northern portion of the Site (22.6+ acres) was previously owned by Mr Herman Hauri. Based on information provided in the Hauri Property ESA, Mr. Hauri had intended to develop the land into a multi unit resort but, due to access issues, permitting for the project was denied and the resort was never built. Based on information provided in ESA, no current of former USTs or ASTs are present in this portion of the Site. Currently this portion of the Site is undeveloped with the exception of one 1970s vintage residential structure that is occupied by a tenant. A sewer main extends parallel to, and southwest of Deerfield Drive (Plate 3). In addition, an easement for a Santa Fe Pacific petroleum hydrocarbon pipeline used to carry refined petroleum products extends along the eastern and northern portions of the Site (Plate 3). The remainder of the Site (southern portion including 156+ acres) was leased for gravel mining from the mid-1950s until the mid-1980s. The property was leased by Clements Rock products during the 1950s and 1960s. Teichert leased the property and performed gravel mining operations from the mid-1960s until the mid-1980s. During the period of gravel mining, the area east of Cold Creek was used for gravel mining. The area west of Cold Creek included the operations area and several smaller ponds used for mining. A scale house, scale and other operational equipment were located near the western property boundary. During the period of gravel mining operations, USTs were used for fuel storage, used oil storage and asphalitic compounds. Three of the fuel USTs (one 8,000 and one 1,000-gallon gasoline and one 18,000 gallon diesel) were located east of the scale house (Plate 3). A used-oil UST was located near the maintenance building currently least by Truckee Donner PUD (Plate 3). Six USTs were located near the southwest corner of the Site (Harding ESE 2001). In October 1985, the six asphalitic and 14,000-gallon diesel USTs were removed from the Site. During removal activities, soil and groundwater impacted with asphalitic compounds and diesel were detected. These activities were summarized in a report submitted to the RWQCB. The RWQCB issued a Cleanup and Abatement Order 85-14 requiring Teichert to define the extent of impact and cleanup the Site. The lateral extent of impacts to groundwater were evaluated with 5 monitoring wells and the soil excavated during the UST removal was processed through Teichert’s plant for use as road base material (Harding ESE 2001). The two gasoline USTs, the diesel UST, and the used-oil UST were removed from the Site in May of 1987. Impacted soil was detected beneath the diesel UST dispensing lines and within the UST excavations. Impacted soil was excavated, stockpiled and covered with plastic sheeting and hay bales. The soil was periodically turned, and bio-augmentation material was added. When sampling analyses indicated that concentrations had decreased sufficiently, the RWQCB allowed the soil to be used to backfill the excavations (Harding ESE 2001). Investigation activity at the Site included the installation of a total of nine groundwater monitoring wells. Five wells were installed near the former asphalt and diesel USTs and four wells were installed near the gasoline and diesel USTs. In September 1988, the RWQCB issued a No Further Action letter for the Site and rescinded Cleanup and Abatement Order No. 85-14. The wells were destroyed in 1990. Specific data were requested from Nevada County, the RWQCB and Teichert, however, because of the age of the activities, were not available. 4.2 Topographic Maps NCE reviewed current USGS Truckee, California 30, 15 and 7.5 Minute Series topographic maps of the Site area attached in Appendix C. The following summarizes this review: 10 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 4.0 Historical Use Phase I ESA - 10342 Cold Stream Road YearSite Property Surrounding Properties 1895 The Site property is The Town of Truckee and the Southern Pacific Railroad undeveloped. can be identified. Lake House property is identified immediately adjacent to the west. No roads can be identified. 1940 Similar to the previous map Old Highway 40 (Victory Highway) can be identified to reviewed.the north. Two Southern Pacific Rail lines can be identified: one running east-west and a second running south from Truckee towards Lake Tahoe. Truckee shows increased development. 1955 Increasing development of Truckee shows extensive development to the east as Site property evidenced by does the north shore of Donner Lake to the west. presence of several Highway 89 can be identified to the east. Donner structures, unmarked roads, Memorial State Park can be identified to the west. and gravel pits. 1969 Similar to the previous map Highway 80 can be identified to the north. reviewed, although more gravel pits can be identified. 1992 Similar to the previous map Residential development can be identified to northeast. reviewed with more ponds Commercial development evident to the east. Increased evident.development can be identified north of Highway 80. 2000 Cold Stream Road can be Residential development to the northeast has moved identified. Dirt roads are further east towards commercial development. evident, including partially-Northwoods subdivision can be identified to the far paved Deerfield Drive. north. Two campgrounds are situated to the southwest. 4.3 Historical Maps Sanborn Fire Insurance Maps (Sanborn Maps) Sanborn Maps constitute a source of prior Site uses of real property for many cities and towns in the United States. The maps were originally created to assist insurance underwriters in understanding the potential fire risk of structures requiring insurance; however, they are also useful in determining the previous uses of a property. Sanborn Maps often contain information relating to uses of individual structures, location of certain petroleum and chemical storage tanks, and the storage of other potentially toxic substances. Sanborn Maps begin their coverage in 1867 and continue through the 1990s. NCE requested EDR conduct a search for available Sanborn Maps. EDR reported that Sanborn Map coverage was not available for the Site. Searching an information source such as Sanborn Maps constitutes part of the due-diligence necessary for an ESA. The lack of Sanborn Mapping suggests that there was no historical industrial activity on or in the immediate vicinity of the Site, or simply that no Sanborn mapping was historically conducted in this area. 4.4 Aerial Photographs Aerial photographs frequently provide visual documentation of Site conditions at the time of the photographs. Activities such as dumping or industrial can often be discerned through the review of aerial photographs. NCE reviewed historical aerial photographs provided by Environmental Data Resources, Inc., the source of each aerial is listed below. The low quality of the aerial photographs used for this review is such that determining usage at a property is not conclusive. The following is a synopsis of the aerial photographs reviewed: 11 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 4.0 Historical Use Phase I ESA - 10342 Cold Stream Road YearSite Property Adjacent and Surrounding Source Properties 1952 The Site Property is undeveloped. Donner Pass Road can be Southwestern identified to the north. A Southern Pacific Rail line can be identified to the south. A small commercial development can be identified to the northeast. 1962 Cold Stream Road can be identified Highway 80 and associated on/off Cartwright bordering the western property ramps can be identified to the boundary. Deerfield Drive can be north. Commercial development identified bordering the northern can be identified north of Highway property boundary. Evidence of mining 80. operations on-Site including gravel pits, ponds, and small buildings. 1987 Larger, more abundant gravel pits and Increased commercial USGS ponds can be identified. A small development can be identified residential development can be north of Highway 80. Northwoods identified in the northeast corner of the Boulevard can be identified north Site.of Donner Pass Road. 1992 Similar to previous aerial photograph Similar to previous aerial USGS reviewed.photograph reviewed. 1998 Similar to previous aerial photograph Similar to previous aerial USGS reviewed.photograph reviewed. 4.5 Chain-of-Ownership The Site is currently owned by Teichert. The northern portion of the Site (22.6+ acres) was purchased by Teichert in 2002 from Mr Herman Hauri. Based on information provided in the Hauri Property ESA, Mr. Hauri acquired land in this portion of the Site from between 1990 and 1994. Previous owners of record included Treno and McCoumbs. The remainder of the Site (southern portion including 156+ acres) was purchased by Teichert in 1982. The property was previously owned by Ms. Betty Jane Lewis who leased the property for gravel mining from the mid-1950s until selling the property in 1982. The property was leased by Clements Rock Products during the 1950s and 1960s. Teichert leased the property and performed gravel mining operations from the mid-1960s until the mid-1980s. No records can be found indicating who owned the property prior to the mid-1950s. 4.6 Previous Reports Three previous Phase I ESAs were performed at the Site. Two of the Phase I ESAs were performed on the southern 156+ acres of the Site and include a Phase I ESA performed by Emcon in 1995 and a 2001 Phase I ESA performed Harding ESE (Harding ESE 2001). The third 2002 Phase I ESA was also performed by Harding ESE (Harding ESE 2002) on the northern 22.6+ acres. 4.7 City Directories No City Directories were provided by EDR. 12 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 4.0 Historical Use Phase I ESA - 10342 Cold Stream Road 4.8 Interviews Information contained in this report relied on historical interviews conducted during previously cited Phase I ESAs: Mr. Tom Watson of Truckee River Associates (realtors) was interviewed and provided property owner and land use information cited in the Harding ESE Phase I Environmental Site Assessment report dated July 2, 2002. Mr. Doug Smith of the RWQCB was interviewed and provided regulatory information regarding the Site cited in the Harding ESE Phase I Environmental Site Assessment report dated July 2, 2002. 13 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 5.0 REGULATORYREVIEW A copy of regulatory database information contained within a Computerized Environmental Report (CER) provided by Environmental Data Resources, Inc. (EDR) appears in Appendix A. The CER is a listing of Sites identified on select federal and state standard source environmental databases within the approximate minimum search distance specified by ASTM Standard Practice for Environmental Site Assessments E 1527-05 and AAI. NCE reviewed each environmental database in the CER. The list of databases searched by EDR along with their descriptions is summarized in Table 1. The following table lists the number of Sites found by specific regulatory databases within their prescribed minimum search distance as they appeared in the CER. Approximate Number of Databases Reviewed Minimum Search Sites Within Distance (AMSD) AMSD EnviroStor One Mile 1 California Cortese Hazardous Waste & Substances Sites One-half Mile 7 List (Cortese) California Leaking Underground Fuel Tank Report (LUST) One-half Mile 7 California Facility Inventory Database (CA FID UST) One-quarter Mile 4 California Underground Storage Tank (UST) One-quarter Mile 2 Historic California Underground Storage Tank (HIST UST) One-quarter Mile 2 California Statewide Environmental Evaluation and One-quarter Mile 5 Planning System (SWEEPS UST) California SLIC One-quarter Mile 1 The CER identified twenty-eight "Orphan Sites". "Orphan Sites" are those sites that could not be mapped or "geocoded" due to inadequate address information. NCE attempted to locate these Sites via a review of street maps and review of the respective databases. The “Orphan Sites” are as follows: Site Name Database CA FID UST, LS1 SWEEPS UST LS4 SWEEPS UST Hobart Mills LUST, Cortese Old Truckee Dump/ US FS Site SWF/LF Southern Pacific Transp. Co. LUST Truckee Shell LUST Donner Creek Shell Service Station LUST CAL Mevada Tire, LTD. UST Cal-Nevada Tire HIST UST Douglas Lumber Co./ Sawmill WMUD/SWAT Hazardous Disposal Specialist Inc. HAZNET Truckee Tahoe Airport District HAZNET USFS Truckee Ranger District HAZNET Eastern Regional Landfill Inc. HAZNET, CA WDS Tahoe Forest Medical Office Bldg. HAZNET PG&E Bear Valley Facility HAZNET Chevron 92139 HAZNET California Highway Patrol/ Truckee HAZNET Pacific Bell RCRA-SQG, FINDS Shell Oil Company RCRA-SQG, FINDS 14 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 5.0Regulatory Review Phase I ESA – 10342 Cold Stream Road Site Name Database Al Pombo, Inc. FINDS, EMI Donner Summit Rest Area Diesel SPI SLIC Donner Pass Interchange on I-80 SLIC Eastern Regional Landfill CA WDS Wolfe Estates Subdivision CA WDS Richard’s Blvd Subdivision CA WDS Northstar Community Service Dept CA PLACER CO. MS Bartholomew Enterprises EMI 5.1 Federal Databases 5.1.1 RCRA Generators NCE reviewed the list of sites, which have filed notification with the USEPA in accordance with RCRA requirements. These sites include generators of hazardous waste regulated under RCRA. Under RCRA, hazardous waste generators are classified by the quantity of hazardous waste generated in a calendar month into the following categories: Large Quantity Generator, greater than 1,000 kilograms (kg); Small Quantity Generator, 100 to 1,000 kg; and Conditionally-Exempt Small Quantity Generator, less than 100 kg. RCRA Generators, while they represent some form of hazardous waste activity, are most significant if they are determined to have Class I Violations or to be non-compliant. Analysis/Comment: The CER identified no RCRA Generators within a quarter-mile search radius: 5.1.2 Department of Defense sites (DOD) NCE reviewed the Department of Defense (DOD) list, which consists of federally owned or administered lands, administered by the DOD, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Analysis/Comment: The CER identified no DOD facilities within a one-mile radius of the Site. 5.2 California Environmental Protection Agency (Cal/EPA) and State Water Resources Control Board (SWTRCB) Databases 5.2.1 California EnviroStor The Department of Toxic Substances Control’s (DTSC) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifies Sites that have known contamination or Sites for which there may be reasons to investigate further. The database includes the following Site types: Federal Superfund Sites (National Priorities List (NPL); State Response, including DOD Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information that was available in the Calsites database, and provides additional Site information, including, but not limited to, identification of formerly- contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to limit land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. Analysis/Comment: The CER identified one EnviroStor site within a one mile radius of the Site: 15 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 5.0Regulatory Review Phase I ESA – 10342 Cold Stream Road Property Name/ Address Distance Direction Presumed Hydrogeologic (Miles)Relationship Taylor’s Tires 0.50 East northeast Down-gradient 11464 Donner Pass Rd. 5.2.2 CalSites Database (Hist Cal-sites) The Cal-sites database contains potential or confirmed hazardous substance release properties. The source of this database is the California Department of Toxic Substance Control. In 1996, California EPA reevaluated the Cal-sites database and replaced it with ENVIROSTOR. Analysis/Comment: The CER identified no Hist Cal-sites within a one mile radius of the Site. 5.2.3 School Property Evaluation Program (SCH) This database contains proposed and existing school sites that are being evaluated for possible hazardous materials contamination. Analysis/Comment: The CER identified no School Property Evaluation Program site within a one-quarter mile search radius. 5.2.4 California “Cortese” Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). This database identified public drinking water wells with detectable levels of contamination, sites with known toxic material identified through the abandoned Site assessment program, hazardous substance sites selected for remedial action, sites with USTs having a reportable release, and all solid waste disposal facilities from which there is a known migration of contamination. This listing is no longer updated by the state agency. Analysis/Comment: The CER identified seven Cortese sites within a half-mile radius. Property Name/ Address Distance Direction Presumed Hydrogeologic (Miles)Relationship Chevron Station #92139 Adjacent West northwest Up-gradient 12333 Deerfield Dr. J&L Food Mart/Jack’s Shell 1,200 ft. North northwest Cross-gradient 12105 Donner Pass Rd. Truckee Elementary 0.125-0.25 North northeast Cross-gradient 11911 Donner Pass Rd. Tahoe Truckee Maintenance 0.25-0.5 Northeast Cross-gradient 11839 Donner Pass Rd. Unocal Service Station #6391 200 ft. West northwest Up-gradient 12373 Donner Pass Rd. Tahoe Truckee High School 0.25-0.5 Northeast Down-gradient 11725 Donner Pass Rd. Donner Memorial State Park 0.25-0.5 Northwest Cross-gradient The potential for any of these Cortese sites to cause environmental degradation is higher in the cases located up-gradient from the Site or very close to the Site. 16 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 5.0Regulatory Review Phase I ESA – 10342 Cold Stream Road Chevron #9-2139 at 12333 Deerfield Drive is up-gradient and on the LUST list. The CER states that the groundwater was contaminated by their USTs. The contaminated soil was excavated and disposed in 1999 but the case remains active as of 10/29/07. Based on the regulatory status, distance from the Site, and analytical information obtained from sampling the groundwater monitoring wells on-Site, the Chevron Station has been found to have impacted the Site. J&L Food Mart/Jack’s Shell is cross-gradient from the Site and on the LUST list. According to the CER, Jack’s Shell had a reported overfill leak from a UST in 1989 which contaminated the groundwater in the area. Floating contaminants were removed from the water table and disposed in 2004 and is now listed as Case Closed. There is a low potential for this Site to contaminate the Site. Truckee Elementary at 11911 Donner Pass Road is cross-gradient from the Site and on the LUST list. According to the CER, diesel impacted soils were discovered during UST closure activities and subsequently was issued a Case Closed status. Due too the distance, the cross–gradient location and the regulatory status, Truckee Elementary is unlikely to impact conditions at the Site. Tahoe Truckee Maintenance at 11839 Donner Pass Road is cross-gradient from the Site and on the LUST list. According to the CER, gasoline impacted soils were discovered and subsequently Tahoe Truckee Maintenance was issued a Case Closed status. Due too the distance, the cross–gradient location and the regulatory status, Tahoe Truckee Maintenance is unlikely to impact conditions at the Site and as such, is unlikely to impact conditions at the Site. Unocal Service Station #6391 at 12373 Donner Pass Road is located up-gradient of the Site and is on the LUST list. The UST system at the Unocal Service Station #6391 experienced two gasoline leak incidents which impacted the soils and groundwater. Unocal Service Station #6391 conducted cleanup of the soils and groundwater Site to RWQCB oversight. The RWQCB granted closure status and issued a “No Further Action” Letter to Unocal Service Station #6391 on December 30, 2005. Due to the regulatory status, there is a low to moderate risk of the Unocal Service Station #6391 impacting conditions at the Site. Tahoe Truckee High School at 11725 Donner Pass Road is located down-gradient of the Site and as such is unlikely to impact conditions at the Site. Donner State Memorial Park at 12593 Donner Pass Road has been issued a “Case Closed” determination by the RWQCB. Due to its regulatory status and its cross-gradient location in relation to the Site, it is unlikely to impact conditions at the Site. 5.2.5 Recycler Database (SWRCY) The SWRCY database lists recycling facilities in California. Analysis/Comment: The CER identified no SWRCY Sites within the specified search radius. 5.2.6 California Leaking Underground Storage Tanks (LUST) List The LUST list is an inventory of reported spills and leaks, both active and inactive, which is maintained by the various California Regional Water Quality Control Boards. It includes stationary and non-stationary source spills reported to state and federal agencies, including remediated and contaminated LUST sites. Analysis/Comment: The CER identified ten LUST Sites within a half-mile search radius: 17 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 5.0Regulatory Review Phase I ESA – 10342 Cold Stream Road Property Name/ Address Distance Direction PresumedRegulatory Status (Miles)Hydrogeologic Relationship Proposed Taco Bell 0.125-0.25 West Up-gradient Case Closed 12277 Deerfield Dr. northwest Chevron Station #92139 Adjacent West Up-gradient Pollution 12333 Deerfield Dr. northwest Characterization J&L Food Mart/Jack’s Shell 1,200 ft. West Cross-gradient Case Closed 12105 Donner Pass Rd. northwest Truckee Elementary 0.125-0.25 North Cross-gradient Case Closed 11911 Donner Pass Rd. northeast Tahoe Truckee Maintenance 0.25.-0.5 Northeast Cross-gradient Case Closed 11839 Donner Pass Rd. Tahoe Truckee Unified School 0.25.-0.5 Northeast Cross-gradient Case Closed District 11839 Donner Pass Rd. Tahoe Truckee USD 0.25.-0.5 Northeast Cross-gradient Case Closed Maintenance 11839 Donner Pass Rd. TOSCO – Facility #6391 200 ft. West Cross-gradient Case Closed 12373 Donner Pass Rd. northwest Tahoe Truckee High School 0.25.-0.5 Northeast Down-gradient Case Closed 11725 Donner Pass Rd. Tom’s Sierra Superstop 0.25.-0.5 Northeast Down-gradient Remedial action 11638 Donner Pass Rd. underway The above-tabulated LUST sites located 0.25 miles from and further are a sufficient distance from the Site so have a low potential of having an environmental impact to the Site. A down-gradient site will also decrease the site’s potential to impact the Site property. A Case Closed status is granted to those sites that do not exhibit levels of contamination requiring clean-up, have been remediated to the satisfaction of the lead regulatory agency, or are not suspected to represent a significant threat to human health or the environment. According to the CER, an aliphatic hydrocarbon release occurred at the Proposed Taco Bell less than 0.25 miles away from the Site. The property was granted a “Case Closed” status by the RWQCB. Due to its regulatory status, there is little potential for this site to impact the property. As discussed in the Cortese analysis, Chevron #9-2139 at 12333 Deerfield Drive is up-gradient, within close proximity to the Site and on the LUST list. The CER states that the groundwater was contaminated by their USTs. The contaminated soil was excavated and disposed in 1999 but the case remains active as of 3/14/07. Based on the regulatory status, distance from the Site, and analytical information obtained from sampling the groundwater monitoring wells on-Site, the Chevron Station has been found to have impacted the Site. 5.2.7 California Facility Inventory Database The Facility Inventory Database (FID) contains a historical listing of active and inactive UST locations from the State Water Resource Control Board. Analysis/Comment: The CER identified the following four FID Sites within the prescribed one-quarter mile search radius: 18 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 5.0Regulatory Review Phase I ESA – 10342 Cold Stream Road Property Name/ Address Distance Direction PresumedRegulatory (Miles)Hydrogeologic Status Relationship LS1B0.125-0.25 West Up-gradient Active 12277 Deerfield Dr. northwest Chevron #92139 Adjacent West Up-gradient Active 12353 Deerfield Dr. northwest Jack’s Shell 1,200 ft. North Cross-gradient Active 12105 Donner Pass Rd. northwest Truckee Elementary School 0.125-0.25 North Cross-gradient Case Closed 11911 Donner Pass Road northeast The facilities all have active underground storage tanks; this database does not show known leaks or other emergency responses. These facilities may be listed under other environmental databases. As discussed in the Cortese and LUST analysis, Chevron #9-2139 at 12333 Deerfield Drive is up-gradient, within close proximity to the Site and on the LUST list. The CER states that the groundwater was contaminated by their USTs. The contaminated soil was excavated and disposed in 1999 but the case remains active as of 3/14/07. Based on the regulatory status, distance from the Site, and analytical information obtained from sampling the groundwater monitoring wells on-Site, the Chevron Station has been found to have impacted the Site. Also discussed in the LUST analysis, J&L Food Mart/Jack’s Shell is cross-gradient to the Site. According to the CER, Jack’s Shell had a reported overfill leak from a UST in 1989 which contaminated the groundwater in the area. Floating contaminants were removed from the water table and disposed in 2004 and is now listed as Case Closed on the LUST list. There is a low potential for this site to contaminate the Site. 5.2.8 California Underground Storage Tanks (UST) List The UST list is an inventory of contains registered USTs maintained by the various California State Water Quality Control Board’s Hazardous Substance Storage Container Database. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). Analysis/Comment: The CER identified one UST Site within a quarter-mile search radius. Property Name Distance Direction Presumed Hydrogeologic (Miles)Relationship J&L Food Mart/Jack’s Shell 1,200 ft. North Cross-gradient 12105 Donner Pass Road northwest As discussed in the LUST and CA FID analysis, J&L Food Mart/Jack’s Shell is cross-gradient to the Site. According to the CER, Jack’s Shell had a reported overfill leak from a UST in 1989 which contaminated the groundwater in the area. Floating contaminants were removed from the water table and disposed in 2004 and is now listed as Case Closed on the LUST list. There is a low potential for this site to contaminate the Site. 19 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 5.0Regulatory Review Phase I ESA – 10342 Cold Stream Road 5.2.9 Hazardous Substance Storage Container Database (HIST UST) The Hazardous Substance Storage Container Database is a historical listing of UST facility sites. Analysis/Comment: The CER identified three HIST UST sites within the specified search radius. Property Name Distance Direction Presumed Hydrogeologic (Miles)Relationship Pump Station 1B 0.125-0.25 West Up-gradient 12277 Deerfield Dr. northwest Guzman Enterprises, Inc. 1,200 ft. North Cross-gradient 12105 Donner Pass Road northwest J&L Food Mart/Jack’s Shell 1,200 ft. North Cross-gradient northwest The facilities all have active hazardous substance storage containers; this database does not show known leaks or other emergency responses. These facilities may be listed under other environmental databases. As discussed in the LUST, CA FID and UST analysis, J&L Food Mart/Jack’s Shell is cross-gradient to the Site. According to the CER, Jack’s Shell had a reported overfill leak from a UST in 1989 which contaminated the groundwater in the area. Floating contaminants were removed from the water table and disposed in 2004 and is now listed as Case Closed on the LUST list. There is a low potential for this site to contaminate the Site. 5.2.10 SWEEPS UST This is the Statewide Environmental Evaluation and Planning System database. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1980’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site in the SWEEPS list. Analysis/Comment: The CER identified four SWEEPS UST sites within the specified search radius. The SWEEPS database is no longer updated, but many of these locations do currently have active USTs. Property Name Distance Direction PresumedRegulatory Status (Miles)Hydrogeologic Relationship LS1B0.125-0.25 West Cross-gradient N/A 12277 Deerfield Dr. northwest Chevron #92139 Adjacent West Cross-gradient N/A 12353 Deerfield Dr. northwest Jack’s Shell 1,200 ft. North Cross-gradient N/A 12105 Donner Pass Rd. northwest Truckee Elementary 0.125-0.25 North Cross-gradient N/A Schoolnortheast The facilities all have had active UST’s; this database does not show known leaks or other emergency responses, these facilities may be listed under other environmental databases. As discussed in the LUST, CA FID, UST and HIST UST analysis, J&L Food Mart/Jack’s Shell is cross- gradient and within close proximity to the Site. According to the CER, Jack’s Shell had a reported overfill leak from a UST in 1989 which contaminated the groundwater in the area. Floating contaminants were 20 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 5.0Regulatory Review Phase I ESA – 10342 Cold Stream Road removed from the water table and disposed in 2004 and is now listed as Case Closed on the LUST list. There is a low potential for this site to contaminate the Site. 5.2.11 Drycleaners This database lists drycleaner related facilities that have an EPA ID number. These are facilities with certain SIC codes: power laundries, family and commercial, garment pressing, coin-operated laundries and cleaning and similar services. Analysis/Comment: The CER identified no Drycleaner sites within quarter-mile search radius. 21 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 6.0 SITERECONNAISSANCE 6.1 Chemical Storage and Usage There were no visible signs of current chemical storage on the Site property. 6.2 Bulk Storage Tanks USTs No current USTs were identified on the Site property and no common indicators of USTs such as vent pipes, fill ports, man-ways, pavement cuts, fuel gauges or dispensers were observed. Furthermore, the Site was not identified on the California list of registered UST facilities. During the mid 1950s to mid 1980s, active gravel mining operations occurred at the Site. During this period, eleven on-Site USTs were used for fuel storage, used-oil storage, and asphaltic compounds. The USTs were removed in 1985 and 1987. A discussion regarding the closure of these USTs was previously presented in Section 4.1. Aboveground Storage Tanks (ASTs) No ASTs were observed and NCE did not identify any equipment, which should require such tanks. Moreover, visual indicators of former Site ASTs, such as tank cradles, secondary containment structures, tank pedestals, etc., were not observed. 6.3 Site Waste and Wastewater Solid Waste There is no solid waste generated on Site and no need for dumpsters or disposal. Sanitary Sewage There is no sewage waste generated on Site and no need for disposal. NCE did not observe any sources of wastewater or liquid discharge. Hazardous Waste NCE observed no signs of hazardous waste on the Site property. 6.4 Stained Soil, Stained Pavement, or Stressed Vegetation There was no evidence of significant soil staining, stained pavement, or stressed vegetation observed on- Site. 6.5 Liquid Discharges No visible evidence of liquid discharges, suspected to represent an environmental concern were observed during our survey. 6.6 Pools of Liquid NCE did not observe significant standing surface water or pools containing liquids likely to be hazardous substances or petroleum products. 22 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 6.0Site Reconnaissance Phase I ESA – 10342 Cold Stream Road 6.7 Pits, Ponds, or Lagoons A prominent feature of the Site are several ponds that were formed as a result of previous aggregate mining activities at the Site. 6.8 Wells NCE did not identify on-site dry wells, irrigation wells, injection wells, observation wells, potable water wells, recovery wells or abandoned wells. There are three groundwater monitoring wells on the Subject Property, located north and northwest of the Chevron Service Station located on Cold Stream Road. Groundwater monitoring wells MW-8, MW-10, and MW-12 were installed on the Subject Property in association with groundwater monitoring activities at the Chevron Station that began in 1987 (Plate 3). The wells are currently being sampled and monitored on a quarterly basis. 6.9 On-Site Fill The majority of the Site was previously mined and presumably, the majority of near surface soils are disturbed native materials or fill. Fill materials were utilized to backfill former UST excavations. 6.10 Drums and Containers for Storing Waste NCE did not identify on-Site drums or containers for storing waste on the property. 6.11 Floor Drains and Sumps NCE did not identify any floor drains or sumps that were stained, emitting foul odors, or connected to an on- Site sewage disposal system. 6.12 Odors NCE did not identify strong, pungent, or noxious odors suspected to represent an environmental concern. 6.13 Air Emissions NCE did not identify processes or equipment that emits noticeable vapors or fumes. 6.14 Polychlorinated Biphenyls (PCBs) Two pole mounted transformers were observed near the northwestern portion of the Site. Based on information included in the 2001 Harding ESE report, these transformers contain less than one part per million of PCB. 6.15 Asbestos-Containing Material (ACM) An ACM survey of the structure located on the Site was beyond the scope of this report. 23 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 6.0Site Reconnaissance Phase I ESA – 10342 Cold Stream Road 6.16 Lead-in-Drinking Water There is no drinking water source on-Site. 6.17 Radon Based on statistical information maintained within the US Environmental Protection Agency, dated 2007, radon concentrations in Nevada County: have a moderate rating with an average of 2 to 4 picocuries per liter (pCi/L), which is below the 4.0 pCi/L action level established by the USEPA. As of 2006, testing performed by the Department of Health Services has not found any results over the USEPA action level. Based solely on this data, it is unlikely that radon represents an environmental concern. 6.18 Lead-Based Paint (LBP) An LBP survey of the structure located on-Site was beyond the scope of this report. 24 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 7.0 INTERVIEWS 7.1 Present Owners Teichert Land Co. currently owns the land that comprises the Site. 7.2 User 7.2.1 Title Records A copy of the Site’s Chain-of-Title has not been provided to NCE for review. 7.2.2 Environmental Clean Up Liens and Activity and Use Limitations (AULs) Nevada County had no knowledge of any environmental liens against the Site that have been filed or recorded under federal, tribal, state or local law. Moreover, Nevada County was not aware of any AULs, such as engineering controls, land use restrictions, or institutional controls that are in-place at the Site or have been filed or recorded under federal, tribal, state or local law. 7.2.3 Specialized Knowledge Nevada County Public Works was unable to provide knowledge of recognized or potential recognized environmental conditions in connection with the Site. Discussions with the Nevada County Environmental Health Department revealed that there was no official record with the County regarding the rescinded Cleanup and Abatement Order for the Site. There is also no official record of Site closure from the County. 7.2.4 Relationship of Purchase Price to Fair Market Value Due to Contamination in Connection with the Site Nevada County Public Works was unable to provide information of any environmental conditions in connection with the Site that have resulted in the diminution of its purchase price in relation to its Fair Market Value. 7.2.5 Common Knowledge or Reasonably Ascertainable Information Nevada County Public Works was unable to provide common knowledge of recognized or potential recognized environmental conditions in connection with the Site. However, discussions with Janet Mann indicated that Nevada County does not have records indicating formal closures of the USTs on the property. 7.2.6 Purpose for Conducting the Phase I Environmental Site Assessment The purpose of conducting this Phase I Environmental Site Assessment was for baseline Site conditions as part of a potential property transfer and future change in land uses. 7.3 Key Site Manager 7.3.1 Historic Site Use Historically, aggregate mining activities occurred over much of the southeastern and western portions of the 25 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 7.0Interviews Phase I ESA – 10342 Cold Stream Road Site. With the exception of one residence, the northeastern portion of the Site has been vacant. 7.3.2 Proceedings Involving the Property The Key Site Manager had no knowledge of pending, threatened, or past litigation, administrative proceedings, or notices from governmental agencies regarding violations of environmental laws regarding hazardous substances or petroleum products. 7.4 Occupants A tenant occupies a residence in the northeastern portion of the Site. 7.5 Past Owners NCE was unable to locate the Site’s former owner. 26 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County Phase I ESA – 10342 Cold Stream Road 8.0 FINDINGSANDCONCLUSIONS This report documents NCE’s findings from our Phase I Environmental Site Assessment (ESA) located at 10342 Cold Stream Road, Truckee, Nevada County, California (Site). The 178.6+-acre property is situated in a semi-rural area characterized by limited commercial and residential development. The Site supported historical gravel mining. This assessment revealed evidence of a REC in connection with the Site; the presence of petroleum hydrocarbons beneath the Subject Property located north and northwest of the Chevron Station near the northwest corner of the Site. Three groundwater monitoring wells (MW-8, MW-10 and MW-12) that were installed in association with groundwater investigation at the Chevron Station are located on the portion of the Subject Property that extends north of the Chevron Station. The presence of total petroleum hydrocarbons as diesel (TPH-d) and methyl tertiary butyl ether (MTBE) in the monitoring wells on the Subject Property demonstrates that contamination of groundwater beneath the Site in association with the Chevron Station has occurred. The source of the hydrocarbons appears to be related to the Chevron Station as no information was identified by NCE that suggests an alternate source of hydrocarbons other than the Chevron Station. The release from the Chevron Station is being regulated by the California Regional Water Quality Control Board (RWQCB). The following items warrant mention: During the 1950s to mid 1980s, active gravel mining operations occurred at the Site property. During this period, eleven onsite underground storage tanks (USTs) were used for fuel storage, used-oil storage, and asphaltic compounds. The USTs were removed in 1985 and 1987, at which time the Regional Water Quality Control Board (RWQCB) Lahontan Region issued Cleanup and Abatement Order No. 85-14 to address soil and groundwater impacts around the USTs. Impacted soil was excavated, stockpiled in biocells, and insitu biodegradation was utilized to reduce petroleum hydrocarbon concentrations. The RWQCB issued a No Further Action Letter for the Site in 1988 and rescinded Cleanup and Abatement Order No. 85-14. Based on the available information, the remediation of the UST-related impacts, and the closed regulatory status, NCE concludes that these mitigated impacts do not constitute a concern at the Site under the existing land uses. NCE attempted to obtain records associated with the bioremediation of the UST removal and bioremediation of the soil from the RWQCB and Teichert Aggregates. Because of the age of the project, records were not available. The purpose of the extended document review was to evaluate the concentrations of any potential residual petroleum concentrations (if present) and evaluate potential concerns associated with future land use changes. Because these data were not available, NCE recommends a subsurface investigation at the location of the former UST locations and biocells. The investigation would include the excavation of a series of backhoe test pits in the vicinity of the footprint of the former biocells. Selected soil samples collected from the backhoe pits would be submitted for analytical testing to evaluate for residual concentrations of petroleum hydrocarbons and metal in the near surface soils. Based on the results of a search of governmental agency databases and RWQCB file review, two additional properties with known environmental liabilities have been identified within the study area (within 0.25 miles of the Site). These properties, the Chevron Station (located in between portions of the Subject Property near the northwest corner of the Site) and the Unocal/Tosco Station (approximately 200 feet north of the Site), have petroleum hydrocarbon impacted groundwater beneath them (including MTBE) and residual hydrocarbons remaining in the soil. Groundwater flow directions are generally toward the east-northeast and these properties are both up-gradient from the Site. Based upon the available groundwater flow direction data, the analytical results reviewed, and the proximity to the Site, there is potential for concern regarding possible past or future impacts to the soil and groundwater beneath the Site from the adjacent Unocal/Tosco Station. As mentioned above, evidence that the petroleum hydrocarbons associated with the Chevron Station have impacted the Subject Property located north and northwest of the Chevron Station has been discovered. While the presence of petroleum hydrocarbons beneath the Site does not pose a significant concern under the existing land uses, the presence of volatile organic compounds beneath the Site could pose a concern if land use changes. If land use changes include the construction of structures for residential or commercial 27 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 8.0Findings and Conclusions Phase I ESA – 10342 Cold Stream Road purposes, NCE recommends an assessment for potential vapor intrusion. This document was prepared for the sole use of Taylor and Wiley, the only intended beneficiaries of our work. Any party, other than the aforementioned, which relies on the information contained herein without the prior written consent of NCE and Taylor and Wiley does so at their own sole risk and without any liability or legal exposure on the part of NCE or Taylor and Wiley. 28 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 9.0 Limitations Phase I ESA – 10342 Cold Stream Road 9.0 LIMITATIONS Information presented in this report does not confirm the presence or absence of subsurface contamination at the property, but indicates whether the possibility of such contamination exists. Our professional opinions expressed herein are based on limited data; no other warranty is given or implied by this report. A more extensive assessment, that would include a surface and/or subsurface investigation and chemical analyses of soil and/or groundwater samples, would provide more definitive information concerning Site-specific conditions. This report is complete and accurate to the extent that cited reports and agency information are complete and accurate. This report has been prepared in compliance with the ASTM standard entitled “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process” E1527-05 as well as the Environmental Protection Agency’s (EPA) All Appropriate Inquiries (AAI) rule. The observations described in this report were made under the conditions stated herein. The conclusions presented in the report were based solely upon the services described therein, and not on scientific tasks or procedures beyond the scope of described services within the constraints imposed by the client. The work described in this report was carried out in accordance with the Terms and Conditions of the contract. In preparing this report, NCE has relied on certain information provided by federal, state, and local officials and other parties referenced therein, and on information contained in the files of governmental agencies, that were readily available to NCE at the time of this assessment. Although there may have been some degree of overlap in the information provided by these various sources, NCE did not attempt to independently verify the accuracy or completeness of all information reviewed or received during the course of this Site assessment. Observations were made of the Site and of the structures on the Site as indicated in this report. Where access to portions of the Site or to structures on the Site was unavailable or limited, NCE renders no opinion as to the presence of direct or indirect evidence relating to petroleum substances, hazardous substances, or both, in that portion of the Site and structure. In addition, NCE renders no opinion as to the presence of indirect evidence relating to hazardous material or oil, where direct observation of the ground surface, interior walls, floors, ceiling or a structure is obstructed by objects or materials, including snow, covering on or over these surfaces. NCE does not represent that the Site referred to herein contains no petroleum or hazardous or toxic substances or other conditions beyond those observed by NCE during the Site walkthrough. NCE has produced this document under an agreement between NCE and Taylor & Wiley. All terms and conditions of that agreement are included within this document by reference. Any reliance upon this document, or upon NCE’s performance of services in preparing this document, is conditioned upon the relying party’s acceptance and acknowledgement of the limitations, qualifications, terms, conditions and indemnities set forth in that agreement, and property ownership/management disclosure limitations, if any. It is not to be relied upon by any party other than Taylor and Wiley nor used for any purpose other than that specifically stated in our Agreement or within this Report’s Introduction section without NCE’s advance and express written consent. Environmental Professional Declaration: We declare that, the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in § 312.10 of the Standards and Practices for All Appropriate Inquiries; Final Rule (EPA, 2005). We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the Site property. We have developed and performed the all appropriate inquiries in conformance with the standard and practices set forth in 40 CFR Part 312. 29 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» Nevada County 10. References Phase I ESA – 10342 Cold Stream Road 10.0 REFERENCES American Society of Testing and Materials (ASTM), 2005. Standard Practice for Environmental Site Assessments (ASTME-1527-05). California Division of Mines and Geology (CDMG), 1994. Fault Activity Map of California and Adjacent Areas, Geologic Data Map No. 6, scale 1:750,000. Emcon, 1995. Phase I Environmental Site Assessment for Cold Stream Property, Truckee, California. Environmental Data Resources, Inc. (EDR), 2007. Aerial Photographs, 1952, 1962, 1987, 1992, and 1998. Environmental Protection Agency (EPA), 2005. Federal Register Volume 70, Number 210., 40 CFR Part 312, Standards and Practices for All Appropriate Inquiries; Final Rule, November 1. Gettler-Ryan Inc., 2007. Third Quarter Event of July 25, 2007, Groundwater Monitoring & Sampling Report, Chevron Service Station #9-2139, 12333 Deerfield Drive, Truckee, California, August 28 Google Earth, Aerial Photograph, 2007. Harding ESE, 2001.Draft Phase I Environmental Site Assessment (ESA), Cold Stream Property, APNs 018- 560-10, 018-660-30, and 080-010-23, 1034 Cold Stream Road, Truckee, California, August 24. Harding ESE, 2002. Phase I Environmental Site Assessment, Hauri Property, 12100, 12175, and 11955 Deerfield Drive, APN 18-760-11, 12, 13 and 15, Nevada County, California, July 2. Saucedo, G.J., Wagner, D.L., 1992, Geologic Map of the Truckee Quadrangle, California, Regional Geologic Map Series, Map No. 7A, Scale 1:250,000. USGS, 1955. Truckee Quadrangle. Map of the Truckee Quadrangle, California. Photo revised 1969. 30 Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» PLATES Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» TABLES Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» APPENDIX A EDR RADIUS MAP REPORT, CITY DIRECTORY ABSTRACT, AND ENVIRONMENTAL LIEN SEARCH Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» APPENDIX B HISTORIC AERIAL PHOTOGRAPHS Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» APPENDIX C HISTORIC TOPOGRAPHIC MAPS Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» APPENDIX D CALIFORNIA RWQCB – LAHONTAN REGION LETTER ENTITLED “FINAL SAMPLING OF CONTAMINATED SOILS AT TEICHERT AGGREGATES PLANT IN TRUCKEE, NEVADA COUNTY” Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» DISTRIBUTION Phase I Environmental Site Assessment (ESA) 10342 Cold Stream Road, 12100, 12175, 12027, and 11955 Deerfield Drive Nevada County APNs 018-560-10, -12, 018-740-22, -23, 018-760-11, -12, -13, -15 and Placer County APN 080-010-23 Truckee, California September 1, 2007 Copy No. ____ Copies 1-4: Mr. Jesse Yang Taylor and Wiley 2870 Gateway Oaks Dr., Suite 200 Sacramento, CA 95833 Copy 5: Project File Quality Control Reviewer Gregory L. Fasiano, P.G. Principal Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» PLATES SITE N 5350135002.ppt Site Location Map Nichols Consulting PLATE Phase I Environmental Site Assessment (ESA) 1 Engineers, Chtd. 10342 Cold Stream Road, 12100, 12175, 12027 & 11955 Deerfield Drive 8795 Folsom Blvd., Suite 250 Nevada County APNs018-560-10, -12, 018-740-22, -23, 018-760-11, -12, Sacramento, California 95826 -13, -15 and Placer County APN 080-010-23 (916) 388-5655 Truckee, California PROJECT NUMBER DRAWNDATE REVISED DATE APPROVED A535.01.35 YVG9/07 SITE N 0 2000 Reference: Truckee, California, USGS 7.5 Series Quadrangle, 1992 SCALE: 1 INCH = 2000 FT. 5350135010.ppt Site Vicinity Map Nichols Consulting PLATE Phase I Environmental Site Assessment (ESA) 2 Engineers, Chtd. 10342 Cold Stream Road, 12100, 12175, 12027 & 11955 Deerfield Drive 8795 Folsom Blvd., Suite 250 Nevada County APNs018-560-10, -12, 018-740-22, -23, 018-760-11,-12, Sacramento, California 95826 -13, -15 and Placer County APN 080-010-23 (916) 388-5655 Truckee, California PROJECT NUMBER DRAWNDATE REVISED DATE APPROVED A535.01.35 YVG9/07 TABLES Table 1 - Database Review Search Distance Database NameDescription(miles)Number of Sites NPLNational Priority Lis 1.000 t 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. Proposed NPLProposed National Priority List Site 1.000 s 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. Delisted NPLNational Priority List Deletion 1.000 s 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. NPL RecoveryFederal Superfund Liens TP0 Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against the 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. pppy CERCLISSystem 0.500 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. CERCLIS-NFRAPCERCLIS No Further Remedial Action Planned 0.500 AchivedsitesaresitesthathavebeenremovedandarchivedfromtheinventoryofCERCLIS 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. secsonoes no necessary mean aeres no azar assocae w a gven se; Thidiidtilthtthihditdithiiti only means that, based upon available information, the location is not judged to be a potential NPL site. CORRACTSCorrective Action Repor 1.000 t CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. RCRResource Conservation and Recovery Act Informatio TSD = 0.50 An noss compreensvenormaon sysem, provng access oaa supporn RCRAIfiEPA'hiiftitiditdttig the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. RCRAInfo replaces the data recording and reporting Lg. Quan. Gen. = abilities of the Resource Conservation and Recovery Information System (RCRIS). 0.250 Thedatabaseincludesselectiveinformationonsiteswhichgenerate,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. Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, over 1 kg of acutely hazardous waste per month.Transporters are individuals or entities that move hazardous waste from the generator off-site to a facility that can recycle, treat, store, or Sm. Quan. Gen. = dispose of the waste. TSDFs treat, store, or dispose of the waste.0.252 ERNSEmergency Response Notification System TP0 Emergency Response Notification System. ERNS records and stores information on reporte d releases of oil and hazardous substances. HMIRSHazardous Materials Information Reporting Syste TP0 m Hazardous Materials Incident Report System. HMIRS contains hazardous material spil incidents reported to DOT. US ENG CONTROLSEngineering Controls Sites Lis 0.500 t sng o ses w engneerng conrosn pace.ngneerng conrosncue varousorm AlitifitithiitlilEiitlildifs of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. US INST CONTROLSite with Institutional Control 0.500 s Cold Stream Property1 of 5 Table 1 - Database Review . AlistingofsiteswithinstitutitonalcontrolsinplaceInstitutionalcontrolsincludeadministrative 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. DODDepartment of Defense Sites 1.001 saa se consss oeeray owne or amnsereans, amnserey Thidttitffdllddiitdlddiitdbthe Department of Defense, that have any area equal or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. FUDSFormerly Used Defense Sites 1.000 The listing includes locations of Formerly Used Defense Sites properties where the US Arm y Corps of Engineers is actively working or will take necessary cleanup actions. US BROWNFIELDSA Listing of Brownfields Site 0.500 s 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. -,,, CooperativeAgreementRecipientsStatespoliticalsubdivisionsterritoriesandIndiantribes become Brownfields Cleanup Revolving Loan Fund (BCRLF) cooperative agreement recipients when they enter into BCRLF cooperative agreements with the U.S. EPA selects BCRLF cooperative agreement recipients based on a proposal and application process. BCRLF cooperative agreement recipients must use EPA funds provided through BCRLF cooperative agreement for specified brownfields-related cleanup activities. CONSENTSuperfund (CERCLA) Consent Decrees 1.000 aorega seemensa esas responsy an sanarsor ceanup a MjllttltthttblihibilitdtddfltNPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. RODRecords of Decision 1.000 Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund ) site containing technical and health information to aid in the cleanup. UMTRUranium Mill Tailings Site 0.500 As 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. ODIOpen Dump Inventor 0.500 y n open dump is defined as a disposal facility that does not comply with one or more of th Ae Part 257 or Part 258 Subtitle D Criteria. TRISToxic Chemical Release Inventory System TP0 Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to th e air, water and land in reportable quantities under SARA Title III Section 313. TSCAToxic Substances Control Ac TP0 t oxcusancesonroc.enes manuacurers anmporers o cemca TiSbtCtlAtTSCAidtififtditfhil substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. FIFRA/TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide FTTS Act)/TSCA (Toxic Substances Control Act) TP0 racs amnsrave cases an pesce enorcemen acons an compance acve FTTStkdiittidtiidfttidlitiitis 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. FIFRA/TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide FTTS INSP ACT)/TSCA (Toxic Substances Control Act) TP0 listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcement As SSTSSection 7 Tracking Systems TP0 ,, Section7oftheFederalInsecticideFungicideandRodenticideActasamended(92Stat. 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. ICISIntegrated Compliance Information Syste TP0 m enegraeompancenormaonysem supporsenormaon nees o ThIttdCliIftiSt(ICIS)tthiftidfthe national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Cold Stream Property2 of 5 Table 1 - Database Review CDLClandestine Drug Labs TP0 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. LUCISLand Use Control Information System 0.500 LUCIS contains records of land use control information pertaining to the former Navy Bas e Realignment and Closure properties. RADINFRadiation Information Databas TP0 Oe eaaonnormaonaaase conansnormaon aouacesa ar ThRditiIftiDtb(RADINFO)tiiftibtfilitithte regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactiity. PADSPCB Activity Database System TP0 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. MLTSMaterial Licensing Tracking System TP0 s mananeyeuceareguaoryommsson an conans a s o MLTSiitidbthNlRltCiidtilitf 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. MINESMines Master Index Fil 0.250 e Contains all mine identification numbers issued for mines active or opened since 1971. Th e data also includes violation information. FINDSFacility Index System/Facility Registry Syste TP0 m . FacilityIndexSystemFINDScontainsbothfacilityinformationandpointerstoothersources that contain more details. 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 (Federal Facilties Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). RAATRCRA Administrative Action Tracking Syste TP0 Sm RCRA Administrative 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 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 possible to continue to update the information contained in the database. BRSBiennial 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. HIST CAL-SITECalsites Database 1.001 S easesaaase conans poena or conrmeazarous susance reeas ThClitdtbtittilfidhdbtle properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR. CA BOND EXP. PLANBond Expenditure Plan 1.000 Department of Health Services developed a site-specific expenditure plan as the basis for a n appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. SCHSchool Property Evaluation Program 0.250 s caegory conans propose an exsng scoo sesa are eng evauaey ThittidditihlitthtbiltdbDTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose. TOXIC PITSToxic Pits Cleanup Act Site 1.000 s Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardou s substances where cleanup has not yet been completed. SWF/LF (SWIS)Solid Waste Information Syste 0.500 m Active, Closed and Inactive Landfills. SWF/LF records typically contain an inventory of solid waste disposal facilities or landfills. These may be active or inactive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. CA WDSWaste Discharge System TP0 Cold Stream Property3 of 5 Table 1 - Database Review Sites which have been issued waste discharge requirement s WMUDS/SWAWaste Management Unit Database 0.500 T . WasteManagementUnitDatabaseSystemWMUDSisusedbytheStateWaterResources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information. CORTESE"Cortese" Hazardous Waste & Substances Sites List 0.505 e sesores are esgnaeyeaeaeresourceonrooar, ThitfthlitditdbthSttWtRCtlBd(LUST)the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal- Sites). This listing is no longer updated by the state agency. SWRCYRecycler Database 0.501 listing of recycling faciltiies in California A LUSTGeotracker's Leaking Underground Fuel Tank Report 0.5010 eangnergrounorageanncenepors. recors conan an nvenory o LkiUddStTkIidtRtLUSTdtiitf reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. CA FID USFacility Inventory Databas 0.255 Te eacynvenoryaaase conans a sorcasng o acve annacv ThFilitItDtb(FID)tihitillitiftiditie underground storage tank locations from the State Water Resource Control Board. Refer to local.county source for current data. SLICStatewide SLIC Cases 0.500 The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect an d restore water quality from spills, leaks, and similar discharges. USTActive UST Facilitie 0.254 s ctive UST facilities gathered from the local regulatory agencie As HIST USTHazardous Substance Storage Container Database 0.253 The Hazardous Substance Storage Container Database is a historical listing of UST sites . Refer to local/county source for current data. ASAboveground Petroleum Storage Tank Facilitie 0.2517 Ts Registered Aboveground Storage Tank s SWEEPS USTSWEEPS UST Listing 0.255 aewenvronmenavauaon anannngysem.s unergroun soragean SttidEitlEltidPliStThiddttk listing was updated and maintained by a company contacted by the SWRCB in the early 1980's. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. CHMIRSCalifornia Hazardous Material Incident Report Syste TP0 m California Hazardous Material Incident Reporting System. CHMIRS contains information o n reported hazardous material incidents (accidental releases or spills). NOTIFY 65Proposition 65 Records 1.000 Proposition 65 Records. NOTIFY 65 contains facility notifications about any release whic h could impact drinking water and thereby expose the public to a potential health risk. DEEDDeed Restriction Listing 0.500 Hazardous Waste Management Program Facility Sites with Deed/Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Prrogram (SMBRP) list includes sites cleaned up under the program's oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder's office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction deed notice, deed restriction, or a land use restriction that binds current and future owners. CPoluntary Cleanup Program Properties 0.500 VV onansowreaeve properes w eer conrme or unconrme reeases an Ctilthtlltiithithfidfidldthe project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTCS's costs. DRYCLEANERSCleaner Facilities 0.250 s oryceaner reaeacesaave numers.ese are aces w cera AlitfdlltdfilitiththEPAIDbThfilitiithtin SIC codes: power laundries, family and commercial; garment pressing and cleaner's agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. WIPWell investigation Program Case Lis 0.250 t Well investigation Program case in the San Gabriel and San Fernando Valley are a Cold Stream Property4 of 5 Table 1 - Database Review CDLClandestine Drug Labs 0 sng orugocaons.sng o a ocaonnsaaaseoes noncaea any eg AlitifdltiLitifltiithidtbdtiditthtilla drug lab materials were or were not present there, and does not constitute a determination that the location either requires or does not require additional cleaup work. RESPONSEState Response Sites 1.00 enes conrme reease ses weresnvoven remeaon, eern a ea o IdtififidlithDTSCiildiditiithildr oversight capacity. These confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. HAZNETFacility and Manifest Dat TP0 a Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. EMIEmissions Inventory Dat TP0 a Toxics and criteria pollutant emissions data collected by the ARB and local air pollutio n agencies. ENVIROSTOREnvirostor Database 1.004 p()g Reuse Program's (SMBRP's) EnviroStor database identifies sites that have known contamination or sites for which there may be reasons to investigate further. The database include the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Vuluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in Calsites, and provides additional site information, including, but not limited to, identification of formerly- contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. INDIAN RESERIndian Reservations 1.000 V This map layer portrays Indian administered lands of the United States that have any are a equal to or greater than 640 acres. INDIAN LUST R1Leaking Underground Storage Tanks on Indian Land 0.500 listing of leaking underground storage tank locations on Indian Lan A INDIAN UST RUnderground Storage Tanks on Indian Land 0.250 4 0 Cold Stream Property5 of 5 APPENDIX A EDR RADIUS MAP REPORT, CITY DIRECTORY ABSTRACT, AND ENVIRONMENTAL LIEN SEARCH "Linking Technology with Tradition"® Sanborn® Map Report Ship To:Order Date:Completion Date: Tyler Joost3/14/20073/14/2007 Inquiry #: Nichols Consulting1878454.3 P.O. #: 8795 Folsom BoulevardNA Site Name: Sacramento, CA 95826Cold Stream Property Address: 10342 Cold Stream Road Customer Project:City/State: NATruckee, CA 96161 Cross Streets: 7012532VLA916-443-6004 This document reports that the largest and most complete collection of Sanborn fire insurance maps has been reviewed based on client supplied information, and fire insurance maps depicting the target property at the specified address were not identified. NO COVERAGE 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 2007 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. APPENDIX B HISTORIC AERIAL PHOTOGRAPHS The EDR Aerial Photo Decade Package Cold Stream Property 10342 Cold Stream Road Truckee, CA 96161 The Standard in Inquiry Number: 1878454.5 Environmental Risk Management Information March 15, 2007 440 Wheelers Farms Road Milford, Connecticut 06461 Nationwide Customer Service Telephone:1-800-352-0050 Fax:1-800-231-6802 Internet:www.edrnet.com EDR Aerial Photo Decade Package Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDRs professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. NO It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. 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 2007 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. Date EDR Searched Historical Sources: Aerial Photography March 15, 2007 Target Property: 10342 Cold Stream Road Truckee, CA 96161 ã×ÛÊéÙÛÐ×ø×ÈÛÓÐÉéÍÇÊÙ× 1952Aerial Photograph. Scale: 1"=555'Flight Year: 1952Southwestern 1962Aerial Photograph. Scale: 1"=555'Flight Year: 1962Cartwright 1987Aerial Photograph. Scale: 1"=666'Flight Year: 1987USGS 1992Aerial Photograph. Scale: 1"=666'Flight Year: 1992USGS 1998Aerial Photograph. Scale: 1"=666'Flight Year: 1998USGS 1878454.5 2 INQUIRY #: 1878454.5 YEAR: 1952 = 555' INQUIRY #: 1878454.5 YEAR: 1962 = 555' INQUIRY #: 1878454.5 YEAR: 1987 = 666' INQUIRY #: 1878454.5 YEAR: 1992 = 666' INQUIRY #: 1878454.5 YEAR: 1998 = 666' APPENDIX C HISTORIC TOPOGRAPHIC MAPS EDR Historical Topographic Map Report Cold Stream Property 10342 Cold Stream Road Truckee, CA 96161 The Standard in Inquiry Number: 1878454.4 Environmental Risk Management Information March 15, 2007 440 Wheelers Farms Rd Milford, Connecticut 06461 Nationwide Customer Service Telephone:1-800-352-0050 Fax:1-800-231-6802 Internet:www.edrnet.com EDR Historical Topographic Map Report Environmental Data Resources, Inc.s (EDR) Historical Topographic Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topographic Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the early 1900s. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. NO It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. 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 2007 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. Historical Topographic Map TARGET QUADSITE NAME:Cold Stream PropertyCLIENT:Nichols Consulting Eng.,Chtd. N NAME:TRUCKEEADDRESS:10342 Cold Stream RoadCONTACT:Tyler Joost MAP YEAR:1895Truckee, CA 96161INQUIRY#:1878454.4 LAT/LONG:39.3222 / 120.2234RESEARCH DATE:03/15/2007 SERIES:30 SCALE:1:125000 Historical Topographic Map TARGET QUADSITE NAME:Cold Stream PropertyCLIENT:Nichols Consulting Eng.,Chtd. N NAME:TRUCKEEADDRESS:10342 Cold Stream RoadCONTACT:Tyler Joost MAP YEAR:1940Truckee, CA 96161INQUIRY#:1878454.4 LAT/LONG:39.3222 / 120.2234RESEARCH DATE:03/15/2007 SERIES:30 SCALE:1:125000 Historical Topographic Map TARGET QUADSITE NAME:Cold Stream PropertyCLIENT:Nichols Consulting Eng.,Chtd. N NAME:TRUCKEEADDRESS:10342 Cold Stream RoadCONTACT:Tyler Joost MAP YEAR:1955Truckee, CA 96161INQUIRY#:1878454.4 LAT/LONG:39.3222 / 120.2234RESEARCH DATE:03/15/2007 SERIES:7.5 SCALE:1:24000 Historical Topographic Map TARGET QUADSITE NAME:Cold Stream PropertyCLIENT:Nichols Consulting Eng.,Chtd. N NAME:TRUCKEEADDRESS:10342 Cold Stream RoadCONTACT:Tyler Joost MAP YEAR:1955Truckee, CA 96161INQUIRY#:1878454.4 LAT/LONG:39.3222 / 120.2234RESEARCH DATE:03/15/2007 SERIES:15 SCALE:1:62500 Historical Topographic Map TARGET QUADSITE NAME:Cold Stream PropertyCLIENT:Nichols Consulting Eng.,Chtd. N NAME:TRUCKEEADDRESS:10342 Cold Stream RoadCONTACT:Tyler Joost MAP YEAR:1969Truckee, CA 96161INQUIRY#:1878454.4 PHOTOREVISED FROM:1955LAT/LONG:39.3222 / 120.2234RESEARCH DATE:03/15/2007 SERIES:7.5 SCALE:1:24000 Historical Topographic Map TARGET QUADSITE NAME:Cold Stream PropertyCLIENT:Nichols Consulting Eng.,Chtd. N NAME:TRUCKEEADDRESS:10342 Cold Stream RoadCONTACT:Tyler Joost MAP YEAR:1992Truckee, CA 96161INQUIRY#:1878454.4 LAT/LONG:39.3222 / 120.2234RESEARCH DATE:03/15/2007 SERIES:7.5 SCALE:1:24000 Historical Topographic Map TARGET QUADSITE NAME:Cold Stream PropertyCLIENT:Nichols Consulting Eng.,Chtd. N NAME:TRUCKEEADDRESS:10342 Cold Stream RoadCONTACT:Tyler Joost MAP YEAR:2000Truckee, CA 96161INQUIRY#:1878454.4 LAT/LONG:39.3222 / 120.2234RESEARCH DATE:03/15/2007 SERIES:7.5 SCALE:1:24000 APPENDIX D CALIFORNIA RWQCB – LAHONTAN REGION LETTER ENTITLED “FINAL SAMPLING OF CONTAMINATED SOILS AT TEICHERT AGGREGATES PLANT IN TRUCKEE, NEVADA COUNTY” DISTRIBUTION Phase I Environmental Site Assessment (ESA) 10342 Cold Stream Road, 12100, 12175, 12027, and 11955 Deerfield Drive Nevada County APNs 018-560-10, -12, 018-740-22, -23, 018-760-11, -12, -13, - 15 and Placer County APN 080-010-23 Truckee, California April 9, 2007 Copy No. ____ Copies 1-4: Mr. Jesse Yang Taylor and Wiley 2870 Gateway Oaks Dr., Suite 200 Sacramento, CA 95833 Copy 5: Project File Quality Control Reviewer Greg Fasiano, P.G. Principal ïôúõîñêúîïêèñéôïöøïöôïøøëêúÕÉÙ Û²¹·²»»®·²¹ ¿²¼ Û²ª·®±²³»²¬¿´ Í»®ª·½» 8795 Folsom Blvd., Suite 250 • Sacramento, CA 95826 • 916.388.5655 • FAX 916.388.5676 June 17, 2009 A535.02.35 Mr. Jesse Yang Taylor & Wiley 2870 Gateway Oaks Drive, Suite 200 Sacramento, CA 95833 Summary Report Phase II Investigation - Soil Sampling Assessors Parcel Number 018-560-012, 018-760-011, -012, -013 and -015 10342 Cold Stream Road Truckee, California Dear Mr. Yang: INTRODUCTION Nichols Consulting Engineers Chtd. (NCE) is pleased to submit this Summary Report to Taylor & Wiley describing the results of a Phase II investigation that included the excavation of test pits, soil sampling activities, and a soil gas survey for the property located at 10342 Cold Stream Road, Truckee, California (Site; Plates 1, 2 and 3). The subject property is located in a semi- rural area characterized by limited commercial and residential development. The Phase II soil and soil vapor sampling was performed as a follow-up to the concerns identified in a Phase I Environmental Site Assessment (ESA) performed by NCE entitled Phase I Environmental Site Assessment 10342 Cold Stream Road, 12100, 12175, 12027, and 11955 Deerfield Drive dated September 1, 2007 conducted at the Site described below. Both the previous Phase I ESA and this Phase II Investigation were conducted in support of potential land use changes. BACKGROUND NCE provided the results of the Phase I ESA investigation to Taylor & Wiley in the above- mentioned report. A review of the Site history revealed that gravel mining activities were conducted on-site from the 1950s to the mid 1980s. During this period, eleven underground storage tanks (USTs) were located on-site and used for fuel storage, used-oil storage, and asphaltic compound storage. The tanks were removed from the Site between 1985 and 1987. During the removal activities impacted soils were identified. With oversight by the Regional Water Quality Control Board Lahontan Region (RWQCB), and as required under Clean-up and Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» June 17, 2009 A535.02.35 Summary Report Phase II Investigation – 10342 Cold Stream Road, Truckee, CA Page 2 Abatement Order (CAO) No.85-14, soils and groundwater impacts were required to be mitigated. To mitigate the concentrations of petroleum hydrocarbons in soil, impacted soils were excavated and stockpiled in biocells. Subsequent to the excavation of the soil, and with oversight from the RWQCB, ex situ bioremediation of the stockpiled soil was utilized to reduce petroleum hydrocarbon concentrations. At the conclusion of the bioremediation (as identified through sampling and testing of the bioremediated soils) soils were either placed back into the UST excavation or left on the ground surface. As part of the CAO, groundwater monitoring activities were also conducted at the Site. In 1988, the RWQCB rescinded the CAO No. 85-14 for the Site. No sampling or analytical testing has taken place on-site since that time. NCE attempted to obtain records associated with the UST removal and bioremediation of the soil from the RWQCB and Teichert Aggregates, the former operator of the gravel mine. Because of the age of the project records were not available. The only data that were found were the locations of the former tanks and the area where bioremediation activities were conducted (Plate 3). Because the analytical data were not available, NCE recommended a subsurface investigation at the location of the former UST locations and biocells. The recommended investigation included the excavation of a series of backhoe test pits in the vicinity of the footprint of the former biocells. Selected soil samples collected from the backhoe pits would then be submitted for analytical testing to evaluate if residual concentrations of petroleum hydrocarbon still remained in the soils and to assess the concentrations of metals in the near surface soils. The Phase I ESA also included a governmental agency databases and RWQCB file review. The search identified two nearby properties with known environmental liabilities within the study area (within 0.25 miles of the Site). These properties, the Chevron Station (adjacent to the Site on the north) and the Unocal/Tosco Station (approximately 200 feet north of the Site), have petroleum hydrocarbon impacted groundwater beneath them [including methyl tertiary butyl ether (MTBE)] and residual hydrocarbons remaining in the soil. Groundwater flow directions are generally toward the east-northeast resulting in these properties being located up-gradient from the Site. Based upon the available groundwater flow direction data, the analytical results reviewed from groundwater monitoring wells located on the northern portion of the Site (Plate 3), and the proximity of the gas station to the Site, it was concluded that the Site has most likely been impacted by the hydrocarbons present beneath the adjacent Chevron Station property. While the presence of petroleum hydrocarbons beneath the Site does not pose a significant concern under existing land use, the presence of volatile organic compounds beneath the Site could pose a concern if land-use changes. If there was a potential for land use to change that included buildings, NCE recommended an assessment (using soil gas sampling equipment and laboratory testing) of fuel compounds present in the vapor phase. This assessment would evaluate any detected concentrations of fuel constituents in the vapor phase that might pose a risk for vapor intrusion. PERMITTING During the acquisition of permits associated with the Phase II soil sampling and soil gas survey at the Site, NCE contacted the Nevada County Department of Environmental Health (NCDEH). According to Ms. Janet Mann with the NCDEH, they had not formally closed the USTs, although they did have a letter indicating the Site had been closed by the RWQCB. Ms. Mann was Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» June 17, 2009 A535.02.35 Summary Report Phase II Investigation – 10342 Cold Stream Road, Truckee, CA Page 3 provided a copy of the September 30, 1988 letter from the RWQCB indicating no further actions were necessary at the Site. Because of the status of the files at NCDEH, Ms. Mann requested to be present during the soil sampling activities as well as during the soil gas survey. The appropriate permits for soil sampling and performing a soil gas survey at the Site were obtained by NCE from the NCDEH. The County was present for a portion of the soil sampling activities performed on-site and for a portion of the soil gas survey and approved the work that was performed. SCOPE OF PHASE II WORK As described previously, the purpose of the Phase II scope of work has been designed to: 1) evaluate for the potential presence of residual petroleum hydrocarbons, metals, and asphalt components in the shallow soils at the UST excavations and the bioremediation areas; and 2) evaluate for the presence of volatile organic compounds in vapor phase, and if detected, compare the detected concentrations to published screening levels to assess if there is a potential concern for vapor intrusion into indoor air. Prior to mobilizing to the Site NCE prepared a Site-specific health and safety plan that was used and followed for all Site activities. Underground Service Alert (USA) was also contacted prior to any Site activities to mark identified underground utilities at the Site. As noted above, the required permits from the NCDEH were also secured. Copies of the associated permits are provided in Appendix A. The trench excavations and soil sampling was conducted on December 3 and 4, 2007. Two days prior to mobilizing to the Site on December 10, 2007 to conduct the soil gas survey, the Truckee area received approximately two feet of snow which eliminated access to the Site for the winter. The soil gas survey was postponed until May 29, 2008. A total of 13 backhoe test pits (TP-1 through TP-13) were excavated to approximately 8 feet below ground surface (bgs) at the locations show on the attached Site Plan(Plate3). Logs of the test pits are attachedin Appendix B. Samples were obtained during the excavation of each test pit at approximately 2, 4, and 8 feet bgs for those located in the former UST area and at approximately 1.5, 4, and 8 feet bgs for all remaining test pits located in the bioremediation areas. Soils were logged in the field by a NCE field geologist and screened with a photoionization detector (PID) for the presence of volatile compounds. The PID was equipped with a 10.7 EV lamp and calibrated to a 100 part per million (ppm) isobutylene standard prior to use. Samples were collected by hand into stainless-steel sleeves, capped with Teflon® tape, and sealed with plastic end caps before being labeled and stored on ice. Samples were then packaged and shipped to SPL Analytical Laboratories in Houston, Texas (a California state- certified analytical laboratory) for fuel compounds, metals, semi-volatile organics (SVOCs), and volatile organic compounds (VOCs) analysis. The rationale and discussion criteria utilized to develop the soil sampling and analytical program included: Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» June 17, 2009 A535.02.35 Summary Report Phase II Investigation – 10342 Cold Stream Road, Truckee, CA Page 4 Collect soil samples from shallow backhoe pits at a density of approximately 1 test pit per acre (10 test pits). Assuming that the residual soils reside in the shallow subsurface (top 1 to 2 feet of soil), samples were collected at 1.5, 4, and 8 feet bgs with initially only the 1.5-foot sample analyzed. The samples from 4 and 8 feet bgs were sent to the laboratory and were only to be analyzed if there were detections in the shallow soil sample above. Excavation of the test pits to 8 feet bgs also allowed for inspection of the excavated soils and test pit side walls for staining and odors. Collect soil samples from the former UST excavations at a density of 1 test pit per excavation (three test pits). Based on the assumption that the bioremediated soils were placed back into the test pits and any concerns will be associated with the shallow soils, samples were collected at 2, 4, and 8 feet bgs, with only the 2-foot samples analyzed initially by a California state-certified laboratory. The samples from 4 and 8 feet bgs were sent to the laboratory and were only to be analyzed if there were detections in the shallow soil sample above. Excavation of the test pits to 8 feet also allow for inspection of the excavated soils and test pit side walls for staining and odors. Analyze the soil samples for fuels, metals, and asphalt related compounds that include total petroleum hydrocarbons as gasoline (TPHg), total petroleum hydrocarbons as diesel (TPHd), total extractable hydrocarbons (TPHe), benzene, toluene, ethylbenzene, and xylenes (collectively BTEX), tert amyl-methyl ether (TAME), methyl tert-butyl ether (MTBE), and polynuclear aromatic hydrocarbons (PAHs). On May 29, 2008 a total of eight soil vapor samples (SV-1 through SV-8) were obtained at the Site at depths of approximately 5 feet bgs. Five of the samples (SV-1 through SV-5) were obtained from the portion of the Site that is located west of Cold Stream Creek. Three of the samples (SV-6 through SV-8) were obtained from the portion of the Site that is positioned hydrologically downgradient from the Chevron Station located on Cold Stream Road. Locations of soil vapor samples are shown on the attached Site Plan (Plate 3). Samples were collected according to the procedures outlined in the Los Angeles Regional Water Quality Control Board and California Department of Toxic Substance Control jointly developed document, “Advisory – Active Soil Gas Investigation”, dated January 28, 2003 (Advisory). Samples were analyzed on- Site for total petroleum hydrocarbons as gasoline (TPH-g), benzene, toluene, ethylbenzene, and xylenes (collectively BTEX), naphthalene, and oxygenates. The rationale and discussion criteria utilized to develop the soil gas survey included: Collect up to five soil vapor samples from shallow borings at approximately 5 feet bgs at a density of one sample per boring in the portion of the Site that is west of Cold Stream Creek. One purge volume of vapor was collected at each of three depths (3 feet, 5 feet, and 7 feet) from sample point SV-1 in order to determine the most appropriate sample depth for the remaining sample points. The purge volume that was obtained as a test at the depth determined appropriate (3 ft bgs) was then used as the first vapor sample. Collect up to three soil vapor samples at a density of one sample per boring from the portion of the Site located downgradient from the Chevron service station located on Cold Stream Road. Samples were collected at a depth of 5 feet bgs. Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» June 17, 2009 A535.02.35 Summary Report Phase II Investigation – 10342 Cold Stream Road, Truckee, CA Page 5 Samples were analyzed on-Site in the mobile laboratory for TPH-g, BTEX, naphthalene, and oxygenates that include tert-butanol (TBA), methyl-t-butyl ether (MtBE), diisopropyl ether (DIPE), ethyl-t-butyl ether (EtBE), and tert-amyl methyl ether (TAME). RESULTS OF PHASE II WORK Soils Encountered Soils consisted predominantly of gravel and fill materials from the surface to depths between approximately 1 and 2.0 feet bgs.Either clayey silt or sandy silt was logged from approximately 2 feet bgs to the bottom of the test pits at approximately 8 feet bgs. Rocks of various sizes, a section of metal wire, portions of bricks and cinder blocks, a large piece of textile, a portion of metal pipe, and a piece of rebar were all items discovered during the test pit excavation activities. Staining, odors and other visible evidence of impacts or residual hydrocarbons were not visible or noted in the test pits or excavated soil. No PID readings were measured above background levels. Soil Analytical Results Results of analyses of the soil samples are summarized in Tables 1 and 2. The analytical laboratory reports are included in Appendix C. TPHd, TPHg, SVOCs, VOCs, BTEX, MTBE, and TAME were not detected above laboratory reporting limits in any of the soil samples obtained from the Site (Table 1). Motor oil was the only constituent detected in all of the samples, ranging in concentration from 9.6 milligrams per kilogram (mg/kg; TP13@1.5) to 480 mg/kg (TP6@1.5). Arsenic, barium, beryllium, chromium, cobalt, copper, lead, molybdenum, nickel, vanadium, and zinc were all detected above laboratory reporting limits in soil samples obtained from the Site (Table 2). Soil Gas Analytical Results Results of the analyses of the soil gas survey are summarized in Table 3. The analytical laboratory report is included in Appendix C. None of the constituents tested for were reported above laboratory reporting limits in any of the soil vapor samples obtained from the Site (Table 3). DISCUSSION Based on the findings of the Phase II investigation, it appears that very low levels of motor oil are present at the Site. Due to the lack of any additional petroleum constituents detected (BTEX, MtBE, napthalene), it would appear that the motor oil detected was residual in nature. Motor oil was detected in the soil samples at concentrations ranging from 9.6 mg/kg to 480 mg/kg. The San Francisco Bay Region California Regional Water Quality Control Board Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» June 17, 2009 A535.02.35 Summary Report Phase II Investigation – 10342 Cold Stream Road, Truckee, CA Page 6 (SFBRCRWQCB) compiled screening levels for specific constituents that were of environmental concern and published them in their document entitled “Screening for Environmental Concerns at Sites with Contaminated Soil and Groundwater” (SFBRCRWQCB, 2008). The motor oil detections were compared to these established environmental screening levels (ESLs). The detections are below the ESL (1,200 mg/kg) for residual hydrocarbons suggesting that, based on the ESL’s, are not a cause for concern. The detected concentrations for each metal (Table 2) were similar in each sample tested (that is chromium concentrations ranged from 10.5 to 15.3 mg/kg), which indicates that the concentrations of the detected metals are likely representative of background conditions. For an initial screening of possible environmental and human health impacts, the metals analytical results were compared to the California Human Health Screening Levels (CHHSLs). The CHHSLs (Table 2) are conservative screening values that, if exceeded, may pose a potential risk to human health or the environment.The CHHSLs were developed by the Office of Environmental Health Hazard Assessment (OEHHA) on behalf of Cal/Environmental Protection Agency (EPA), and are contained in their report entitled “Human-Exposure-Based Screening Numbers Developed to Aid Estimation of Cleanup Costs for Contaminated Soil” (2005). The analytical results for all metals were below their respective CHHLs with the exception of arsenic. The arsenic detected is above the CHHSL (0.07 mg/kg), ranging from 0.5 to 3 mg/kg. Arsenic naturally occurs in soil and sediments in California and is frequently found at background concentrations that exceed the CHHSL. The screening levels do not account for background levels (2005) and the OEHHA acknowledges that naturally occurring background soil concentrations are a major issue in determining a screening level for arsenic (2005). Background concentrations for arsenic were evaluated using the procedures outlined in the Califonria Department of Toxic Substances Control guidance document entitled “Determination of Arsenic Remediation, Development of Arsenic Clean-up Goals for Proposed and Existing School Site”, dated May 21, 2007. The results of the evaluation indicate that the data are distributed normally with no outliers. The statistical evidence supports the reported levels of arsenic represent background concentrations. Based on the analytical results of the soil gas survey, it does not appear that vapor intrusion associated with the hydrocarbon impacts at the Chevron Station is likely to impact future land use including residential, as no volatile organic compounds in vapor phase were detected during the soil gas survey conducted at the Site on May 29, 2008. Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» June 17, 2009 A535.02.35 Summary Report Phase II Investigation – 10342 Cold Stream Road, Truckee, CA Page 7 NCE is pleased to have this opportunity to submit this Summary Report and we look forward to working with you on this and future assignments. Please contact the undersigned if you have any questions regarding this Summary Report. Yours Very Truly, ïôúõîñêúîïêèñéôïöøïöôïøøëêúÕÉÙ Kimberly Seaman Staff Environmental Scientist Michael J. Leacox, C.E.G. Principal Enclosures: Table 1 – Summary of Laboratory Analytical Results – Fuels, SVOCs, and VOCs in Soil Table 2 – Summary of Laboratory Analytical Results – Metals in Soil Table 3 – Summary of Soil Gas Survey Analytical Results Plate 1 – Site Vicinity Map Plate 2 – Site Location Map Plate 3 – Site Plan Appendix A – Permits Appendix B – Log of Test Pits Appendix C – Analytical Laboratory Reports Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» PLATES Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» SITE N 53503351021.ppt Site Location Map Nichols Consulting PLATE 1 Phase II Environmental Site Assessment (ESA) Engineers, Chtd. 10342 Cold Stream Road 8795 Folsom Blvd., Canal Blvd., Suite 250 Nevada County APN 018-560-012, 018-760-011, -012,-013,-015 Sacramento, California 95826 Truckee, California (916) 388-5655 PROJECT NUMBER DRAWNDATE REVISED DATE APPROVED A535.02.35 YVG6/09 SITE N 0 2000 Reference: Truckee, California, USGS 7.5 Series Quadrangle, 1992 SCALE: 1 INCH = 2000 FT. 5350135020.ppt Site Vicinity Map Nichols Consulting PLATE 2 Phase II Environmental Site Assessment (ESA) Engineers, Chtd. 10342 Cold Stream Road 8795 Folsom Blvd., Suite 250 Nevada County APN 018-560-012, 018-760-011, -012,-013,-015 Sacramento, California 95826 Truckee, California (916) 388-5655 DATE PROJECT NUMBER DRAWN REVISED DATE APPROVED 6/09 A535.02.35 YVG TABLES Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» APPENDIX A PERMITS Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» APPENDIX B LOG OF TEST PITS Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» APPENDIX C ANALYTICAL LABORATORY REPORTS Þ®·²¹·²¹ ¬¸» Í¬¿¬» ±º ¬¸» ß®¬ ¬± ¬¸» Í¬¿²¼¿®¼ ±º Ð®¿½¬·½» HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 NicholsConsultingEngineers,Chtd. Certificate ofAnalysisNumber: 07120240 ReportTo:ProjectName:TruckeeColdStream Site:Sacramento,CA NicholsConsultingEngineers,Chtd. Mike LeacoxSiteAddress: 8795 FolsomBoulevard,Suite103 PONumber: Sacramento State:California CA 95826-StateCert.No.:01142CA ph:(916)388-5655fax: DateReported:12/20/2007 ThisReportContains A TotalOf79 Pages ExcludingThis Page,ChainOfCustody And Any Attachments 12/21/2007 Date TestresultsmeetallrequirementsofNELAC,unlessspecifiedin thenarrative. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 CaseNarrativefor: NicholsConsultingEngineers,Chtd. Certificate ofAnalysisNumber: 07120240 ReportTo:ProjectName:TruckeeColdStream Site:Sacramento,CA NicholsConsultingEngineers,Chtd. Mike LeacoxSiteAddress: 8795 FolsomBoulevard,Suite103 PONumber: Sacramento State:California CA 95826-StateCert.No.:01142CA ph:(916)388-5655fax: DateReported:12/20/2007 PeryourrequestonDecember7,2007,HexavalentChromiumbymethodM3500wasaddedandanalyzedforeachsample. Resultsarereportedonawetweightbasisunlessdry-weightcorrectionisdenotedin theunitsfieldon theanalyticalreport("mg\kg-dry"or" ug\kg-dry"). Matrixspike(MS)andmatrixspikeduplicate(MSD)samplesarechosenand testedatrandomfromananalyticalbatchof"like"matrix tocheckfor possiblematrixeffect.TheMSandMSDwillprovidesitespecificmatrixdataonlyfor thosesampleswhicharespikedby thelaboratory.Sincethe MSandMSDarechosenatrandomfromananalyticalbatch, thesamplechosenforspikepurposesmayormaynothavebeenasample submittedin thissampledeliverygroup.Thevalidityof theanalyticalproceduresforwhichdataisreportedin thisanalyticalreportisdeterminedby theLaboratoryControlSample(LCS)and theMethodBlank(MB).TheLaboratoryControlSample(LCS)and theMethodBlank(MB)are processedwith thesamplesand theMS/MSD toensuremethodcriteriaareachieved throughout theentireanalyticalprocess. Yoursample ID"TP1@2.0"(SPL ID:07120240-01)wasrandomlyselectedforuseinSPL'squalitycontrolprogramfor theDieselRangeOrganics analysisbySW846MethodSW8015.TheMatrixSpikeDuplicate(MSD)recoverieswereoutsideof theadvisablequalitycontrollimitsforMotor Oil(Batch ID:74023)due tomatrixinterference.ALaboratoryControlSample(LCS)wasanalyzedasaqualitycontrolcheckfor theanalytical batchandallrecoverieswerewithinacceptablelimits. Someof thepercentrecoveriesandRPD'son theQCreportfor theMS/MSDmaybedifferent than thecalculatedrecoveriesandRPD'susingthe sampleresultand theMS/MSDresults thatappearon thereportbecause,theactualrawresultisused toperform thecalculationsforpercent recoveryandRPD. Anyotherexceptionsassociatedwith thisreportwillbefootnotedin theanalyticalresultpage(s)or thequalitycontrolsummarypage(s). Pleasedonothesitate tocontactusifyouhaveanyquestionsorcommentspertaining to thisdatareport.Pleasereference theaboveCertificateof AnalysisNumber. Thisreportshallnotbereproducedexceptinfull,without thewrittenapprovalof thelaboratory.Thereportedresultsareonlyrepresentativeof the samplessubmittedfor testing. SPL,Inc.ispleased tobeofservice toyou.Weanticipateworkingwithyouinfulfillingallyourcurrentandfutureanalyticalneeds. 07120240Page 1 12/21/2007 EricaCardenas Date ProjectManagerTestresultsmeetallrequirementsofNELAC,unlessspecifiedin thenarrative. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 NicholsConsultingEngineers,Chtd. Certificate ofAnalysisNumber: 07120240 ReportTo:NicholsConsultingEngineers,Chtd.ProjectName:TruckeeColdStream Mike Leacox Site:Sacramento,CA 8795 FolsomBoulevard,Suite103 SiteAddress: Sacramento CAPONumber: 95826- State:California ph:(916)388-5655fax:(916)388-5676 StateCert.No.:01142CA FaxTo: DateReported:12/20/2007 ClientSampleIDLabSample IDMatrixDateCollectedDateReceivedCOC IDHOLD TP1@2.007120240-01Soil12/3/200712/6/200710:00:00AM TP1@4.007120240-02Soil12/3/200712/6/200710:00:00AM TP1@7.507120240-03Soil12/3/200712/6/200710:00:00AM TP2@2.007120240-04Soil12/3/200712/6/200710:00:00AM TP2@4.007120240-05Soil12/3/200712/6/200710:00:00AM TP2@8.007120240-06Soil12/3/200712/6/200710:00:00AM TP3@2.007120240-07Soil12/3/200712/6/200710:00:00AM TP3@4.007120240-08Soil12/3/200712/6/200710:00:00AM TP3@8.007120240-09Soil12/3/200712/6/200710:00:00AM TP4@1.507120240-10Soil12/3/200712/6/200710:00:00AM TP4@4.007120240-11Soil12/3/200712/6/200710:00:00AM TP4@8.007120240-12Soil12/3/200712/6/200710:00:00AM TP5@1.507120240-13Soil12/3/200712/6/200710:00:00AM TP5@4.007120240-14Soil12/3/200712/6/200710:00:00AM TP5@8.007120240-15Soil12/3/200712/6/200710:00:00AM TP6@1.507120240-16Soil12/3/200712/6/200710:00:00AM TP6@4.007120240-17Soil12/3/200712/6/200710:00:00AM TP6@8.007120240-18Soil12/3/200712/6/200710:00:00AM TP7@1.507120240-19Soil12/3/200712/6/200710:00:00AM TP7@4.007120240-20Soil12/3/200712/6/200710:00:00AM TP7@8.007120240-21Soil12/3/200712/6/200710:00:00AM TP8@1.507120240-22Soil12/3/200712/6/200710:00:00AM TP8@4.007120240-23Soil12/3/200712/6/200710:00:00AM TP9@1.507120240-24Soil12/3/200712/6/200710:00:00AM 12/21/2007 EricaCardenasDate ProjectManager RichardR.Reed LaboratoryDirector TedYen QualityAssuranceOfficer 07120240Page 2 12/21/20073:08:25PM HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 NicholsConsultingEngineers,Chtd. Certificate ofAnalysisNumber: 07120240 ReportTo:NicholsConsultingEngineers,Chtd.ProjectName:TruckeeColdStream Mike Leacox Site:Sacramento,CA 8795 FolsomBoulevard,Suite103 SiteAddress: Sacramento CAPONumber: 95826- State:California ph:(916)388-5655fax:(916)388-5676 StateCert.No.:01142CA FaxTo: DateReported:12/20/2007 ClientSampleIDLabSample IDMatrixDateCollectedDateReceivedCOC IDHOLD TP9@4.007120240-25Soil12/3/200712/6/200710:00:00AM TP10@1.507120240-26Soil12/4/200712/6/200710:00:00AM TP10@4.007120240-27Soil12/4/200712/6/200710:00:00AM TP10@8.007120240-28Soil12/4/200712/6/200710:00:00AM TP11@1.507120240-29Soil12/4/200712/6/200710:00:00AM TP11@4.007120240-30Soil12/4/200712/6/200710:00:00AM TP11@8.007120240-31Soil12/4/200712/6/200710:00:00AM TP12@1.507120240-32Soil12/4/200712/6/200710:00:00AM TP12@4.007120240-33Soil12/4/200712/6/200710:00:00AM TP12@8.007120240-34Soil12/4/200712/6/200710:00:00AM TP13@1.507120240-35Soil12/4/200712/6/200710:00:00AM TP13@4.007120240-36Soil12/4/200712/6/200710:00:00AM TP13@8.007120240-37Soil12/4/200712/6/200710:00:00AM 12/21/2007 EricaCardenasDate ProjectManager RichardR.Reed LaboratoryDirector TedYen QualityAssuranceOfficer 07120240Page 3 12/21/20073:08:25PM HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP1@2.012/03/20070:0007120240-01 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179738 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND402012/14/0723:09NW4190514 MotorOil260402012/14/0723:09NW4190514 Surr:n-PentacosaneD*%20-1542012/14/0723:09NW4190514 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0712:46SFE4178029 Surr:1,4-Difluorobenzene112%63-142112/10/0712:46SFE4178029 Surr:4-Bromofluorobenzene106%50-159112/10/0712:46SFE4178029 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200711:03NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0714:48EMB4179389 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/075:31AL_H4190979 Arsenic2.090.5112/15/075:31AL_H4190979 Barium1180.5112/17/0722:25AL_H4193914 BerylliumND0.4112/18/0715:42H_W4195191 CadmiumND0.5112/15/075:31AL_H4190979 Chromium13.60.5112/15/075:31AL_H4190979 Cobalt5.860.5112/17/0722:25AL_H4193914 Copper120.5112/15/075:31AL_H4190979 Lead10.30.5112/17/0722:25AL_H4193914 MolybdenumND0.5112/17/0722:25AL_H4193914 Nickel11.40.5112/15/075:31AL_H4190979 SeleniumND0.5112/15/075:31AL_H4190979 SilverND0.5112/15/075:31AL_H4190979 ThalliumND0.5112/15/075:31AL_H4190979 Vanadium67.20.5112/15/075:31AL_H4190979 Zinc31.51112/15/075:31AL_H4190979 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page 4 12/21/20073:09:19PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP1@2.012/03/20070:0007120240-01 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND160512/20/071:56LL4198674 2-MethylnaphthaleneND160512/20/071:56LL4198674 AcenaphtheneND160512/20/071:56LL4198674 AcenaphthyleneND160512/20/071:56LL4198674 AnthraceneND160512/20/071:56LL4198674 Benz(a)anthraceneND160512/20/071:56LL4198674 Benzo(a)pyreneND160512/20/071:56LL4198674 Benzo(b)fluorantheneND160512/20/071:56LL4198674 Benzo(g,h,i)peryleneND160512/20/071:56LL4198674 Benzo(k)fluorantheneND160512/20/071:56LL4198674 ChryseneND160512/20/071:56LL4198674 Dibenz(a,h)anthraceneND160512/20/071:56LL4198674 FluorantheneND160512/20/071:56LL4198674 FluoreneND160512/20/071:56LL4198674 Indeno(1,2,3-cd)pyreneND160512/20/071:56LL4198674 NaphthaleneND160512/20/071:56LL4198674 PhenanthreneND160512/20/071:56LL4198674 PyreneND160512/20/071:56LL4198674 Surr:2-Fluorobiphenyl75.9%15-140512/20/071:56LL4198674 Surr:Nitrobenzene-d568.5%32-153512/20/071:56LL4198674 Surr:Terphenyl-d1481.6%18-166512/20/071:56LL4198674 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page 5 12/21/20073:09:20PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP1@2.012/03/20070:0007120240-01 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/14/0721:29DY4187393 1,1,1-TrichloroethaneND5112/14/0721:29DY4187393 1,1,2,2-TetrachloroethaneND5112/14/0721:29DY4187393 1,1,2-TrichloroethaneND5112/14/0721:29DY4187393 1,1-DichloroethaneND5112/14/0721:29DY4187393 1,1-DichloroetheneND5112/14/0721:29DY4187393 1,1-DichloropropeneND5112/14/0721:29DY4187393 1,2,3-TrichlorobenzeneND5112/14/0721:29DY4187393 1,2,3-TrichloropropaneND5112/14/0721:29DY4187393 1,2,4-TrichlorobenzeneND5112/14/0721:29DY4187393 1,2,4-TrimethylbenzeneND5112/14/0721:29DY4187393 1,2-Dibromo-3-chloropropaneND5112/14/0721:29DY4187393 1,2-DibromoethaneND5112/14/0721:29DY4187393 1,2-DichlorobenzeneND5112/14/0721:29DY4187393 1,2-DichloroethaneND5112/14/0721:29DY4187393 1,2-DichloropropaneND5112/14/0721:29DY4187393 1,3,5-TrimethylbenzeneND5112/14/0721:29DY4187393 1,3-DichlorobenzeneND5112/14/0721:29DY4187393 1,3-DichloropropaneND5112/14/0721:29DY4187393 1,4-DichlorobenzeneND5112/14/0721:29DY4187393 2,2-DichloropropaneND5112/14/0721:29DY4187393 2-ButanoneND20112/14/0721:29DY4187393 2-ChloroethylvinyletherND10112/14/0721:29DY4187393 2-ChlorotolueneND5112/14/0721:29DY4187393 2-HexanoneND10112/14/0721:29DY4187393 4-ChlorotolueneND5112/14/0721:29DY4187393 4-IsopropyltolueneND5112/14/0721:29DY4187393 4-Methyl-2-pentanoneND10112/14/0721:29DY4187393 AcetoneND100112/14/0721:29DY4187393 AcrylonitrileND50112/14/0721:29DY4187393 BenzeneND5112/14/0721:29DY4187393 BromobenzeneND5112/14/0721:29DY4187393 BromochloromethaneND5112/14/0721:29DY4187393 BromodichloromethaneND5112/14/0721:29DY4187393 BromoformND5112/14/0721:29DY4187393 BromomethaneND10112/14/0721:29DY4187393 CarbondisulfideND5112/14/0721:29DY4187393 Carbon tetrachlorideND5112/14/0721:29DY4187393 ChlorobenzeneND5112/14/0721:29DY4187393 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page 6 12/21/20073:09:20PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP1@2.012/03/20070:0007120240-01 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/14/0721:29DY4187393 ChloroformND5112/14/0721:29DY4187393 ChloromethaneND10112/14/0721:29DY4187393 DibromochloromethaneND5112/14/0721:29DY4187393 DibromomethaneND5112/14/0721:29DY4187393 DichlorodifluoromethaneND10112/14/0721:29DY4187393 DiisopropylEtherND10112/14/0721:29DY4187393 Ethyl tert-butyletherND5112/14/0721:29DY4187393 EthylbenzeneND5112/14/0721:29DY4187393 HexachlorobutadieneND5112/14/0721:29DY4187393 IsopropylbenzeneND5112/14/0721:29DY4187393 Methyl tert-butyletherND5112/14/0721:29DY4187393 MethylenechlorideND5112/14/0721:29DY4187393 NaphthaleneND5112/14/0721:29DY4187393 n-ButylbenzeneND5112/14/0721:29DY4187393 n-PropylbenzeneND5112/14/0721:29DY4187393 sec-ButylbenzeneND5112/14/0721:29DY4187393 StyreneND5112/14/0721:29DY4187393 t-ButylAlcoholND100112/14/0721:29DY4187393 tert-AmylmethyletherND5112/14/0721:29DY4187393 tert-ButylbenzeneND5112/14/0721:29DY4187393 TetrachloroetheneND5112/14/0721:29DY4187393 TolueneND5112/14/0721:29DY4187393 TrichloroetheneND5112/14/0721:29DY4187393 TrichlorofluoromethaneND5112/14/0721:29DY4187393 VinylacetateND5112/14/0721:29DY4187393 VinylchlorideND5112/14/0721:29DY4187393 cis-1,2-DichloroetheneND5112/14/0721:29DY4187393 cis-1,3-DichloropropeneND5112/14/0721:29DY4187393 m,p-XyleneND5112/14/0721:29DY4187393 o-XyleneND5112/14/0721:29DY4187393 trans-1,2-DichloroetheneND5112/14/0721:29DY4187393 trans-1,3-DichloropropeneND5112/14/0721:29DY4187393 1,2-Dichloroethene(total)ND5112/14/0721:29DY4187393 Xylenes,TotalND5112/14/0721:29DY4187393 Surr:1,2-Dichloroethane-d499.2%41-155112/14/0721:29DY4187393 Surr:4-Bromofluorobenzene95.9%64-147112/14/0721:29DY4187393 Surr:Toluene-d8102%52-152112/14/0721:29DY4187393 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200711:04NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page 7 12/21/20073:09:21PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP2@2.012/03/20070:0007120240-04 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179741 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND4212/16/0713:52NW4190531 MotorOil854212/16/0713:52NW4190531 Surr:n-Pentacosane78.4%20-154212/16/0713:52NW4190531 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0713:15SFE4178030 Surr:1,4-Difluorobenzene103%63-142112/10/0713:15SFE4178030 Surr:4-Bromofluorobenzene86.3%50-159112/10/0713:15SFE4178030 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:41NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0714:54EMB4179392 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/075:36AL_H4190980 Arsenic2.50.5112/15/075:36AL_H4190980 Barium1550.5112/17/0722:30AL_H4193915 BerylliumND0.4112/18/0715:47H_W4195192 CadmiumND0.5112/15/075:36AL_H4190980 Chromium13.20.5112/15/075:36AL_H4190980 Cobalt6.660.5112/17/0722:30AL_H4193915 Copper12.60.5112/15/075:36AL_H4190980 Lead11.90.5112/17/0722:30AL_H4193915 MolybdenumND0.5112/17/0722:30AL_H4193915 Nickel7.30.5112/15/075:36AL_H4190980 SeleniumND0.5112/15/075:36AL_H4190980 SilverND0.5112/15/075:36AL_H4190980 ThalliumND0.5112/15/075:36AL_H4190980 Vanadium77.80.5112/15/075:36AL_H4190980 Zinc34.91112/15/075:36AL_H4190980 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page 8 12/21/20073:09:23PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP2@2.012/03/20070:0007120240-04 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND66212/19/0723:15LL4198667 2-MethylnaphthaleneND66212/19/0723:15LL4198667 AcenaphtheneND66212/19/0723:15LL4198667 AcenaphthyleneND66212/19/0723:15LL4198667 AnthraceneND66212/19/0723:15LL4198667 Benz(a)anthraceneND66212/19/0723:15LL4198667 Benzo(a)pyreneND66212/19/0723:15LL4198667 Benzo(b)fluorantheneND66212/19/0723:15LL4198667 Benzo(g,h,i)peryleneND66212/19/0723:15LL4198667 Benzo(k)fluorantheneND66212/19/0723:15LL4198667 ChryseneND66212/19/0723:15LL4198667 Dibenz(a,h)anthraceneND66212/19/0723:15LL4198667 FluorantheneND66212/19/0723:15LL4198667 FluoreneND66212/19/0723:15LL4198667 Indeno(1,2,3-cd)pyreneND66212/19/0723:15LL4198667 NaphthaleneND66212/19/0723:15LL4198667 PhenanthreneND66212/19/0723:15LL4198667 PyreneND66212/19/0723:15LL4198667 Surr:2-Fluorobiphenyl83.3%15-140212/19/0723:15LL4198667 Surr:Nitrobenzene-d579.4%32-153212/19/0723:15LL4198667 Surr:Terphenyl-d1489.9%18-166212/19/0723:15LL4198667 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page 9 12/21/20073:09:24PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP2@2.012/03/20070:0007120240-04 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/14/0721:51DY4187394 1,1,1-TrichloroethaneND5112/14/0721:51DY4187394 1,1,2,2-TetrachloroethaneND5112/14/0721:51DY4187394 1,1,2-TrichloroethaneND5112/14/0721:51DY4187394 1,1-DichloroethaneND5112/14/0721:51DY4187394 1,1-DichloroetheneND5112/14/0721:51DY4187394 1,1-DichloropropeneND5112/14/0721:51DY4187394 1,2,3-TrichlorobenzeneND5112/14/0721:51DY4187394 1,2,3-TrichloropropaneND5112/14/0721:51DY4187394 1,2,4-TrichlorobenzeneND5112/14/0721:51DY4187394 1,2,4-TrimethylbenzeneND5112/14/0721:51DY4187394 1,2-Dibromo-3-chloropropaneND5112/14/0721:51DY4187394 1,2-DibromoethaneND5112/14/0721:51DY4187394 1,2-DichlorobenzeneND5112/14/0721:51DY4187394 1,2-DichloroethaneND5112/14/0721:51DY4187394 1,2-DichloropropaneND5112/14/0721:51DY4187394 1,3,5-TrimethylbenzeneND5112/14/0721:51DY4187394 1,3-DichlorobenzeneND5112/14/0721:51DY4187394 1,3-DichloropropaneND5112/14/0721:51DY4187394 1,4-DichlorobenzeneND5112/14/0721:51DY4187394 2,2-DichloropropaneND5112/14/0721:51DY4187394 2-ButanoneND20112/14/0721:51DY4187394 2-ChloroethylvinyletherND10112/14/0721:51DY4187394 2-ChlorotolueneND5112/14/0721:51DY4187394 2-HexanoneND10112/14/0721:51DY4187394 4-ChlorotolueneND5112/14/0721:51DY4187394 4-IsopropyltolueneND5112/14/0721:51DY4187394 4-Methyl-2-pentanoneND10112/14/0721:51DY4187394 AcetoneND100112/14/0721:51DY4187394 AcrylonitrileND50112/14/0721:51DY4187394 BenzeneND5112/14/0721:51DY4187394 BromobenzeneND5112/14/0721:51DY4187394 BromochloromethaneND5112/14/0721:51DY4187394 BromodichloromethaneND5112/14/0721:51DY4187394 BromoformND5112/14/0721:51DY4187394 BromomethaneND10112/14/0721:51DY4187394 CarbondisulfideND5112/14/0721:51DY4187394 Carbon tetrachlorideND5112/14/0721:51DY4187394 ChlorobenzeneND5112/14/0721:51DY4187394 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page10 12/21/20073:09:24PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP2@2.012/03/20070:0007120240-04 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/14/0721:51DY4187394 ChloroformND5112/14/0721:51DY4187394 ChloromethaneND10112/14/0721:51DY4187394 DibromochloromethaneND5112/14/0721:51DY4187394 DibromomethaneND5112/14/0721:51DY4187394 DichlorodifluoromethaneND10112/14/0721:51DY4187394 DiisopropylEtherND10112/14/0721:51DY4187394 Ethyl tert-butyletherND5112/14/0721:51DY4187394 EthylbenzeneND5112/14/0721:51DY4187394 HexachlorobutadieneND5112/14/0721:51DY4187394 IsopropylbenzeneND5112/14/0721:51DY4187394 Methyl tert-butyletherND5112/14/0721:51DY4187394 MethylenechlorideND5112/14/0721:51DY4187394 NaphthaleneND5112/14/0721:51DY4187394 n-ButylbenzeneND5112/14/0721:51DY4187394 n-PropylbenzeneND5112/14/0721:51DY4187394 sec-ButylbenzeneND5112/14/0721:51DY4187394 StyreneND5112/14/0721:51DY4187394 t-ButylAlcoholND100112/14/0721:51DY4187394 tert-AmylmethyletherND5112/14/0721:51DY4187394 tert-ButylbenzeneND5112/14/0721:51DY4187394 TetrachloroetheneND5112/14/0721:51DY4187394 TolueneND5112/14/0721:51DY4187394 TrichloroetheneND5112/14/0721:51DY4187394 TrichlorofluoromethaneND5112/14/0721:51DY4187394 VinylacetateND5112/14/0721:51DY4187394 VinylchlorideND5112/14/0721:51DY4187394 cis-1,2-DichloroetheneND5112/14/0721:51DY4187394 cis-1,3-DichloropropeneND5112/14/0721:51DY4187394 m,p-XyleneND5112/14/0721:51DY4187394 o-XyleneND5112/14/0721:51DY4187394 trans-1,2-DichloroetheneND5112/14/0721:51DY4187394 trans-1,3-DichloropropeneND5112/14/0721:51DY4187394 1,2-Dichloroethene(total)ND5112/14/0721:51DY4187394 Xylenes,TotalND5112/14/0721:51DY4187394 Surr:1,2-Dichloroethane-d4101%41-155112/14/0721:51DY4187394 Surr:4-Bromofluorobenzene97.0%64-147112/14/0721:51DY4187394 Surr:Toluene-d899.9%52-152112/14/0721:51DY4187394 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:42NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page11 12/21/20073:09:24PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP3@2.012/03/20070:0007120240-07 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179742 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND4212/16/0714:16NW4190532 MotorOil454212/16/0714:16NW4190532 Surr:n-Pentacosane80.3%20-154212/16/0714:16NW4190532 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0713:44SFE4178031 Surr:1,4-Difluorobenzene104%63-142112/10/0713:44SFE4178031 Surr:4-Bromofluorobenzene132%50-159112/10/0713:44SFE4178031 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:38NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0714:57EMB4179393 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/075:41AL_H4190981 Arsenic2.160.5112/15/075:41AL_H4190981 Barium1980.5112/17/0722:35AL_H4193917 Beryllium0.4750.4112/18/0715:52H_W4195193 CadmiumND0.5112/15/075:41AL_H4190981 Chromium14.60.5112/15/075:41AL_H4190981 Cobalt8.390.5112/17/0722:35AL_H4193917 Copper12.10.5112/15/075:41AL_H4190981 Lead5.550.5112/17/0722:35AL_H4193917 MolybdenumND0.5112/17/0722:35AL_H4193917 Nickel11.30.5112/15/075:41AL_H4190981 SeleniumND0.5112/15/075:41AL_H4190981 SilverND0.5112/15/075:41AL_H4190981 ThalliumND0.5112/15/075:41AL_H4190981 Vanadium82.40.5112/15/075:41AL_H4190981 Zinc34.61112/15/075:41AL_H4190981 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page12 12/21/20073:09:26PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP3@2.012/03/20070:0007120240-07 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND66212/19/0722:43LL4198666 2-MethylnaphthaleneND66212/19/0722:43LL4198666 AcenaphtheneND66212/19/0722:43LL4198666 AcenaphthyleneND66212/19/0722:43LL4198666 AnthraceneND66212/19/0722:43LL4198666 Benz(a)anthraceneND66212/19/0722:43LL4198666 Benzo(a)pyreneND66212/19/0722:43LL4198666 Benzo(b)fluorantheneND66212/19/0722:43LL4198666 Benzo(g,h,i)peryleneND66212/19/0722:43LL4198666 Benzo(k)fluorantheneND66212/19/0722:43LL4198666 ChryseneND66212/19/0722:43LL4198666 Dibenz(a,h)anthraceneND66212/19/0722:43LL4198666 FluorantheneND66212/19/0722:43LL4198666 FluoreneND66212/19/0722:43LL4198666 Indeno(1,2,3-cd)pyreneND66212/19/0722:43LL4198666 NaphthaleneND66212/19/0722:43LL4198666 PhenanthreneND66212/19/0722:43LL4198666 PyreneND66212/19/0722:43LL4198666 Surr:2-Fluorobiphenyl60.7%15-140212/19/0722:43LL4198666 Surr:Nitrobenzene-d549.0%32-153212/19/0722:43LL4198666 Surr:Terphenyl-d1469.3%18-166212/19/0722:43LL4198666 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page13 12/21/20073:09:27PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP3@2.012/03/20070:0007120240-07 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/14/0722:13DY4187395 1,1,1-TrichloroethaneND5112/14/0722:13DY4187395 1,1,2,2-TetrachloroethaneND5112/14/0722:13DY4187395 1,1,2-TrichloroethaneND5112/14/0722:13DY4187395 1,1-DichloroethaneND5112/14/0722:13DY4187395 1,1-DichloroetheneND5112/14/0722:13DY4187395 1,1-DichloropropeneND5112/14/0722:13DY4187395 1,2,3-TrichlorobenzeneND5112/14/0722:13DY4187395 1,2,3-TrichloropropaneND5112/14/0722:13DY4187395 1,2,4-TrichlorobenzeneND5112/14/0722:13DY4187395 1,2,4-TrimethylbenzeneND5112/14/0722:13DY4187395 1,2-Dibromo-3-chloropropaneND5112/14/0722:13DY4187395 1,2-DibromoethaneND5112/14/0722:13DY4187395 1,2-DichlorobenzeneND5112/14/0722:13DY4187395 1,2-DichloroethaneND5112/14/0722:13DY4187395 1,2-DichloropropaneND5112/14/0722:13DY4187395 1,3,5-TrimethylbenzeneND5112/14/0722:13DY4187395 1,3-DichlorobenzeneND5112/14/0722:13DY4187395 1,3-DichloropropaneND5112/14/0722:13DY4187395 1,4-DichlorobenzeneND5112/14/0722:13DY4187395 2,2-DichloropropaneND5112/14/0722:13DY4187395 2-ButanoneND20112/14/0722:13DY4187395 2-ChloroethylvinyletherND10112/14/0722:13DY4187395 2-ChlorotolueneND5112/14/0722:13DY4187395 2-HexanoneND10112/14/0722:13DY4187395 4-ChlorotolueneND5112/14/0722:13DY4187395 4-IsopropyltolueneND5112/14/0722:13DY4187395 4-Methyl-2-pentanoneND10112/14/0722:13DY4187395 AcetoneND100112/14/0722:13DY4187395 AcrylonitrileND50112/14/0722:13DY4187395 BenzeneND5112/14/0722:13DY4187395 BromobenzeneND5112/14/0722:13DY4187395 BromochloromethaneND5112/14/0722:13DY4187395 BromodichloromethaneND5112/14/0722:13DY4187395 BromoformND5112/14/0722:13DY4187395 BromomethaneND10112/14/0722:13DY4187395 CarbondisulfideND5112/14/0722:13DY4187395 Carbon tetrachlorideND5112/14/0722:13DY4187395 ChlorobenzeneND5112/14/0722:13DY4187395 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page14 12/21/20073:09:28PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP3@2.012/03/20070:0007120240-07 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/14/0722:13DY4187395 ChloroformND5112/14/0722:13DY4187395 ChloromethaneND10112/14/0722:13DY4187395 DibromochloromethaneND5112/14/0722:13DY4187395 DibromomethaneND5112/14/0722:13DY4187395 DichlorodifluoromethaneND10112/14/0722:13DY4187395 DiisopropylEtherND10112/14/0722:13DY4187395 Ethyl tert-butyletherND5112/14/0722:13DY4187395 EthylbenzeneND5112/14/0722:13DY4187395 HexachlorobutadieneND5112/14/0722:13DY4187395 IsopropylbenzeneND5112/14/0722:13DY4187395 Methyl tert-butyletherND5112/14/0722:13DY4187395 MethylenechlorideND5112/14/0722:13DY4187395 NaphthaleneND5112/14/0722:13DY4187395 n-ButylbenzeneND5112/14/0722:13DY4187395 n-PropylbenzeneND5112/14/0722:13DY4187395 sec-ButylbenzeneND5112/14/0722:13DY4187395 StyreneND5112/14/0722:13DY4187395 t-ButylAlcoholND100112/14/0722:13DY4187395 tert-AmylmethyletherND5112/14/0722:13DY4187395 tert-ButylbenzeneND5112/14/0722:13DY4187395 TetrachloroetheneND5112/14/0722:13DY4187395 TolueneND5112/14/0722:13DY4187395 TrichloroetheneND5112/14/0722:13DY4187395 TrichlorofluoromethaneND5112/14/0722:13DY4187395 VinylacetateND5112/14/0722:13DY4187395 VinylchlorideND5112/14/0722:13DY4187395 cis-1,2-DichloroetheneND5112/14/0722:13DY4187395 cis-1,3-DichloropropeneND5112/14/0722:13DY4187395 m,p-XyleneND5112/14/0722:13DY4187395 o-XyleneND5112/14/0722:13DY4187395 trans-1,2-DichloroetheneND5112/14/0722:13DY4187395 trans-1,3-DichloropropeneND5112/14/0722:13DY4187395 1,2-Dichloroethene(total)ND5112/14/0722:13DY4187395 Xylenes,TotalND5112/14/0722:13DY4187395 Surr:1,2-Dichloroethane-d497.0%41-155112/14/0722:13DY4187395 Surr:4-Bromofluorobenzene97.0%64-147112/14/0722:13DY4187395 Surr:Toluene-d8101%52-152112/14/0722:13DY4187395 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:39NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page15 12/21/20073:09:28PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP4@1.512/03/20070:0007120240-10 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179743 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND4212/16/0714:42NW4190533 MotorOil694212/16/0714:42NW4190533 Surr:n-Pentacosane58.5%20-154212/16/0714:42NW4190533 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0714:12SFE4178032 Surr:1,4-Difluorobenzene100%63-142112/10/0714:12SFE4178032 Surr:4-Bromofluorobenzene98.0%50-159112/10/0714:12SFE4178032 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:25NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0714:59EMB4179394 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/075:46AL_H4190982 Arsenic1.20.5112/15/075:46AL_H4190982 Barium1100.5112/17/0722:40AL_H4193918 BerylliumND0.4112/18/0715:57H_W4195194 CadmiumND0.5112/15/075:46AL_H4190982 Chromium10.50.5112/15/075:46AL_H4190982 Cobalt5.740.5112/17/0722:40AL_H4193918 Copper12.70.5112/15/075:46AL_H4190982 Lead3.460.5112/17/0722:40AL_H4193918 MolybdenumND0.5112/17/0722:40AL_H4193918 Nickel6.780.5112/15/075:46AL_H4190982 SeleniumND0.5112/15/075:46AL_H4190982 SilverND0.5112/15/075:46AL_H4190982 ThalliumND0.5112/15/075:46AL_H4190982 Vanadium73.80.5112/15/075:46AL_H4190982 Zinc30.31112/15/075:46AL_H4190982 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page16 12/21/20073:09:30PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP4@1.512/03/20070:0007120240-10 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND160512/20/073:32LL4198677 2-MethylnaphthaleneND160512/20/073:32LL4198677 AcenaphtheneND160512/20/073:32LL4198677 AcenaphthyleneND160512/20/073:32LL4198677 AnthraceneND160512/20/073:32LL4198677 Benz(a)anthraceneND160512/20/073:32LL4198677 Benzo(a)pyreneND160512/20/073:32LL4198677 Benzo(b)fluorantheneND160512/20/073:32LL4198677 Benzo(g,h,i)peryleneND160512/20/073:32LL4198677 Benzo(k)fluorantheneND160512/20/073:32LL4198677 ChryseneND160512/20/073:32LL4198677 Dibenz(a,h)anthraceneND160512/20/073:32LL4198677 FluorantheneND160512/20/073:32LL4198677 FluoreneND160512/20/073:32LL4198677 Indeno(1,2,3-cd)pyreneND160512/20/073:32LL4198677 NaphthaleneND160512/20/073:32LL4198677 PhenanthreneND160512/20/073:32LL4198677 PyreneND160512/20/073:32LL4198677 Surr:2-Fluorobiphenyl67.9%15-140512/20/073:32LL4198677 Surr:Nitrobenzene-d558.0%32-153512/20/073:32LL4198677 Surr:Terphenyl-d1476.7%18-166512/20/073:32LL4198677 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page17 12/21/20073:09:31PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP4@1.512/03/20070:0007120240-10 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/14/0722:34DY4187396 1,1,1-TrichloroethaneND5112/14/0722:34DY4187396 1,1,2,2-TetrachloroethaneND5112/14/0722:34DY4187396 1,1,2-TrichloroethaneND5112/14/0722:34DY4187396 1,1-DichloroethaneND5112/14/0722:34DY4187396 1,1-DichloroetheneND5112/14/0722:34DY4187396 1,1-DichloropropeneND5112/14/0722:34DY4187396 1,2,3-TrichlorobenzeneND5112/14/0722:34DY4187396 1,2,3-TrichloropropaneND5112/14/0722:34DY4187396 1,2,4-TrichlorobenzeneND5112/14/0722:34DY4187396 1,2,4-TrimethylbenzeneND5112/14/0722:34DY4187396 1,2-Dibromo-3-chloropropaneND5112/14/0722:34DY4187396 1,2-DibromoethaneND5112/14/0722:34DY4187396 1,2-DichlorobenzeneND5112/14/0722:34DY4187396 1,2-DichloroethaneND5112/14/0722:34DY4187396 1,2-DichloropropaneND5112/14/0722:34DY4187396 1,3,5-TrimethylbenzeneND5112/14/0722:34DY4187396 1,3-DichlorobenzeneND5112/14/0722:34DY4187396 1,3-DichloropropaneND5112/14/0722:34DY4187396 1,4-DichlorobenzeneND5112/14/0722:34DY4187396 2,2-DichloropropaneND5112/14/0722:34DY4187396 2-ButanoneND20112/14/0722:34DY4187396 2-ChloroethylvinyletherND10112/14/0722:34DY4187396 2-ChlorotolueneND5112/14/0722:34DY4187396 2-HexanoneND10112/14/0722:34DY4187396 4-ChlorotolueneND5112/14/0722:34DY4187396 4-IsopropyltolueneND5112/14/0722:34DY4187396 4-Methyl-2-pentanoneND10112/14/0722:34DY4187396 AcetoneND100112/14/0722:34DY4187396 AcrylonitrileND50112/14/0722:34DY4187396 BenzeneND5112/14/0722:34DY4187396 BromobenzeneND5112/14/0722:34DY4187396 BromochloromethaneND5112/14/0722:34DY4187396 BromodichloromethaneND5112/14/0722:34DY4187396 BromoformND5112/14/0722:34DY4187396 BromomethaneND10112/14/0722:34DY4187396 CarbondisulfideND5112/14/0722:34DY4187396 Carbon tetrachlorideND5112/14/0722:34DY4187396 ChlorobenzeneND5112/14/0722:34DY4187396 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page18 12/21/20073:09:31PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP4@1.512/03/20070:0007120240-10 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/14/0722:34DY4187396 ChloroformND5112/14/0722:34DY4187396 ChloromethaneND10112/14/0722:34DY4187396 DibromochloromethaneND5112/14/0722:34DY4187396 DibromomethaneND5112/14/0722:34DY4187396 DichlorodifluoromethaneND10112/14/0722:34DY4187396 DiisopropylEtherND10112/14/0722:34DY4187396 Ethyl tert-butyletherND5112/14/0722:34DY4187396 EthylbenzeneND5112/14/0722:34DY4187396 HexachlorobutadieneND5112/14/0722:34DY4187396 IsopropylbenzeneND5112/14/0722:34DY4187396 Methyl tert-butyletherND5112/14/0722:34DY4187396 MethylenechlorideND5112/14/0722:34DY4187396 NaphthaleneND5112/14/0722:34DY4187396 n-ButylbenzeneND5112/14/0722:34DY4187396 n-PropylbenzeneND5112/14/0722:34DY4187396 sec-ButylbenzeneND5112/14/0722:34DY4187396 StyreneND5112/14/0722:34DY4187396 t-ButylAlcoholND100112/14/0722:34DY4187396 tert-AmylmethyletherND5112/14/0722:34DY4187396 tert-ButylbenzeneND5112/14/0722:34DY4187396 TetrachloroetheneND5112/14/0722:34DY4187396 TolueneND5112/14/0722:34DY4187396 TrichloroetheneND5112/14/0722:34DY4187396 TrichlorofluoromethaneND5112/14/0722:34DY4187396 VinylacetateND5112/14/0722:34DY4187396 VinylchlorideND5112/14/0722:34DY4187396 cis-1,2-DichloroetheneND5112/14/0722:34DY4187396 cis-1,3-DichloropropeneND5112/14/0722:34DY4187396 m,p-XyleneND5112/14/0722:34DY4187396 o-XyleneND5112/14/0722:34DY4187396 trans-1,2-DichloroetheneND5112/14/0722:34DY4187396 trans-1,3-DichloropropeneND5112/14/0722:34DY4187396 1,2-Dichloroethene(total)ND5112/14/0722:34DY4187396 Xylenes,TotalND5112/14/0722:34DY4187396 Surr:1,2-Dichloroethane-d4101%41-155112/14/0722:34DY4187396 Surr:4-Bromofluorobenzene98.7%64-147112/14/0722:34DY4187396 Surr:Toluene-d8100%52-152112/14/0722:34DY4187396 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:26NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page19 12/21/20073:09:32PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP5@1.512/03/20070:0007120240-13 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179744 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND402012/15/070:27NW4190517 MotorOil380402012/15/070:27NW4190517 Surr:n-PentacosaneD*%20-1542012/15/070:27NW4190517 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0714:41SFE4178034 Surr:1,4-Difluorobenzene101%63-142112/10/0714:41SFE4178034 Surr:4-Bromofluorobenzene103%50-159112/10/0714:41SFE4178034 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:44NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:01EMB4179395 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/075:52AL_H4190983 Arsenic1.560.5112/15/075:52AL_H4190983 Barium1340.5112/17/0722:45AL_H4193920 BerylliumND0.4112/18/0716:02H_W4195195 CadmiumND0.5112/15/075:52AL_H4190983 Chromium11.90.5112/15/075:52AL_H4190983 Cobalt5.980.5112/17/0722:45AL_H4193920 Copper12.70.5112/15/075:52AL_H4190983 Lead11.90.5112/17/0722:45AL_H4193920 MolybdenumND0.5112/17/0722:45AL_H4193920 Nickel10.30.5112/15/075:52AL_H4190983 SeleniumND0.5112/15/075:52AL_H4190983 SilverND0.5112/15/075:52AL_H4190983 ThalliumND0.5112/15/075:52AL_H4190983 Vanadium660.5112/15/075:52AL_H4190983 Zinc401112/15/075:52AL_H4190983 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page20 12/21/20073:09:34PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP5@1.512/03/20070:0007120240-13 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND160512/20/074:04LL4198678 2-MethylnaphthaleneND160512/20/074:04LL4198678 AcenaphtheneND160512/20/074:04LL4198678 AcenaphthyleneND160512/20/074:04LL4198678 AnthraceneND160512/20/074:04LL4198678 Benz(a)anthraceneND160512/20/074:04LL4198678 Benzo(a)pyreneND160512/20/074:04LL4198678 Benzo(b)fluorantheneND160512/20/074:04LL4198678 Benzo(g,h,i)peryleneND160512/20/074:04LL4198678 Benzo(k)fluorantheneND160512/20/074:04LL4198678 ChryseneND160512/20/074:04LL4198678 Dibenz(a,h)anthraceneND160512/20/074:04LL4198678 FluorantheneND160512/20/074:04LL4198678 FluoreneND160512/20/074:04LL4198678 Indeno(1,2,3-cd)pyreneND160512/20/074:04LL4198678 NaphthaleneND160512/20/074:04LL4198678 PhenanthreneND160512/20/074:04LL4198678 PyreneND160512/20/074:04LL4198678 Surr:2-Fluorobiphenyl52.8%15-140512/20/074:04LL4198678 Surr:Nitrobenzene-d548.2%32-153512/20/074:04LL4198678 Surr:Terphenyl-d1478.1%18-166512/20/074:04LL4198678 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page21 12/21/20073:09:35PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP5@1.512/03/20070:0007120240-13 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/14/0722:56DY4187397 1,1,1-TrichloroethaneND5112/14/0722:56DY4187397 1,1,2,2-TetrachloroethaneND5112/14/0722:56DY4187397 1,1,2-TrichloroethaneND5112/14/0722:56DY4187397 1,1-DichloroethaneND5112/14/0722:56DY4187397 1,1-DichloroetheneND5112/14/0722:56DY4187397 1,1-DichloropropeneND5112/14/0722:56DY4187397 1,2,3-TrichlorobenzeneND5112/14/0722:56DY4187397 1,2,3-TrichloropropaneND5112/14/0722:56DY4187397 1,2,4-TrichlorobenzeneND5112/14/0722:56DY4187397 1,2,4-TrimethylbenzeneND5112/14/0722:56DY4187397 1,2-Dibromo-3-chloropropaneND5112/14/0722:56DY4187397 1,2-DibromoethaneND5112/14/0722:56DY4187397 1,2-DichlorobenzeneND5112/14/0722:56DY4187397 1,2-DichloroethaneND5112/14/0722:56DY4187397 1,2-DichloropropaneND5112/14/0722:56DY4187397 1,3,5-TrimethylbenzeneND5112/14/0722:56DY4187397 1,3-DichlorobenzeneND5112/14/0722:56DY4187397 1,3-DichloropropaneND5112/14/0722:56DY4187397 1,4-DichlorobenzeneND5112/14/0722:56DY4187397 2,2-DichloropropaneND5112/14/0722:56DY4187397 2-ButanoneND20112/14/0722:56DY4187397 2-ChloroethylvinyletherND10112/14/0722:56DY4187397 2-ChlorotolueneND5112/14/0722:56DY4187397 2-HexanoneND10112/14/0722:56DY4187397 4-ChlorotolueneND5112/14/0722:56DY4187397 4-IsopropyltolueneND5112/14/0722:56DY4187397 4-Methyl-2-pentanoneND10112/14/0722:56DY4187397 AcetoneND100112/14/0722:56DY4187397 AcrylonitrileND50112/14/0722:56DY4187397 BenzeneND5112/14/0722:56DY4187397 BromobenzeneND5112/14/0722:56DY4187397 BromochloromethaneND5112/14/0722:56DY4187397 BromodichloromethaneND5112/14/0722:56DY4187397 BromoformND5112/14/0722:56DY4187397 BromomethaneND10112/14/0722:56DY4187397 CarbondisulfideND5112/14/0722:56DY4187397 Carbon tetrachlorideND5112/14/0722:56DY4187397 ChlorobenzeneND5112/14/0722:56DY4187397 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page22 12/21/20073:09:36PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP5@1.512/03/20070:0007120240-13 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/14/0722:56DY4187397 ChloroformND5112/14/0722:56DY4187397 ChloromethaneND10112/14/0722:56DY4187397 DibromochloromethaneND5112/14/0722:56DY4187397 DibromomethaneND5112/14/0722:56DY4187397 DichlorodifluoromethaneND10112/14/0722:56DY4187397 DiisopropylEtherND10112/14/0722:56DY4187397 Ethyl tert-butyletherND5112/14/0722:56DY4187397 EthylbenzeneND5112/14/0722:56DY4187397 HexachlorobutadieneND5112/14/0722:56DY4187397 IsopropylbenzeneND5112/14/0722:56DY4187397 Methyl tert-butyletherND5112/14/0722:56DY4187397 MethylenechlorideND5112/14/0722:56DY4187397 NaphthaleneND5112/14/0722:56DY4187397 n-ButylbenzeneND5112/14/0722:56DY4187397 n-PropylbenzeneND5112/14/0722:56DY4187397 sec-ButylbenzeneND5112/14/0722:56DY4187397 StyreneND5112/14/0722:56DY4187397 t-ButylAlcoholND100112/14/0722:56DY4187397 tert-AmylmethyletherND5112/14/0722:56DY4187397 tert-ButylbenzeneND5112/14/0722:56DY4187397 TetrachloroetheneND5112/14/0722:56DY4187397 TolueneND5112/14/0722:56DY4187397 TrichloroetheneND5112/14/0722:56DY4187397 TrichlorofluoromethaneND5112/14/0722:56DY4187397 VinylacetateND5112/14/0722:56DY4187397 VinylchlorideND5112/14/0722:56DY4187397 cis-1,2-DichloroetheneND5112/14/0722:56DY4187397 cis-1,3-DichloropropeneND5112/14/0722:56DY4187397 m,p-XyleneND5112/14/0722:56DY4187397 o-XyleneND5112/14/0722:56DY4187397 trans-1,2-DichloroetheneND5112/14/0722:56DY4187397 trans-1,3-DichloropropeneND5112/14/0722:56DY4187397 1,2-Dichloroethene(total)ND5112/14/0722:56DY4187397 Xylenes,TotalND5112/14/0722:56DY4187397 Surr:1,2-Dichloroethane-d499.9%41-155112/14/0722:56DY4187397 Surr:4-Bromofluorobenzene89.6%64-147112/14/0722:56DY4187397 Surr:Toluene-d8106%52-152112/14/0722:56DY4187397 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:45NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page23 12/21/20073:09:36PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP6@1.512/03/20070:0007120240-16 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179745 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND402012/15/070:53NW4190518 MotorOil480402012/15/070:53NW4190518 Surr:n-PentacosaneD*%20-1542012/15/070:53NW4190518 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0715:10SFE4178035 Surr:1,4-Difluorobenzene102%63-142112/10/0715:10SFE4178035 Surr:4-Bromofluorobenzene115%50-159112/10/0715:10SFE4178035 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:22NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:04EMB4179396 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/075:57AL_H4190984 Arsenic2.010.5112/15/075:57AL_H4190984 Barium1890.5112/17/0722:50AL_H4193921 BerylliumND0.4112/18/0716:07H_W4195196 CadmiumND0.5112/15/075:57AL_H4190984 Chromium15.30.5112/15/075:57AL_H4190984 Cobalt8.280.5112/17/0722:50AL_H4193921 Copper15.10.5112/15/075:57AL_H4190984 Lead46.90.5112/17/0722:50AL_H4193921 Molybdenum0.7810.5112/17/0722:50AL_H4193921 Nickel17.50.5112/15/075:57AL_H4190984 SeleniumND0.5112/15/075:57AL_H4190984 SilverND0.5112/15/075:57AL_H4190984 ThalliumND0.5112/15/075:57AL_H4190984 Vanadium58.60.5112/15/075:57AL_H4190984 Zinc46.41112/15/075:57AL_H4190984 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page24 12/21/20073:09:38PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP6@1.512/03/20070:0007120240-16 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND160512/20/074:36LL4198679 2-MethylnaphthaleneND160512/20/074:36LL4198679 AcenaphtheneND160512/20/074:36LL4198679 AcenaphthyleneND160512/20/074:36LL4198679 AnthraceneND160512/20/074:36LL4198679 Benz(a)anthraceneND160512/20/074:36LL4198679 Benzo(a)pyreneND160512/20/074:36LL4198679 Benzo(b)fluorantheneND160512/20/074:36LL4198679 Benzo(g,h,i)peryleneND160512/20/074:36LL4198679 Benzo(k)fluorantheneND160512/20/074:36LL4198679 ChryseneND160512/20/074:36LL4198679 Dibenz(a,h)anthraceneND160512/20/074:36LL4198679 FluorantheneND160512/20/074:36LL4198679 FluoreneND160512/20/074:36LL4198679 Indeno(1,2,3-cd)pyreneND160512/20/074:36LL4198679 NaphthaleneND160512/20/074:36LL4198679 PhenanthreneND160512/20/074:36LL4198679 PyreneND160512/20/074:36LL4198679 Surr:2-Fluorobiphenyl65.8%15-140512/20/074:36LL4198679 Surr:Nitrobenzene-d560.6%32-153512/20/074:36LL4198679 Surr:Terphenyl-d1496.6%18-166512/20/074:36LL4198679 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page25 12/21/20073:09:39PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP6@1.512/03/20070:0007120240-16 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/0710:32DY4189783 1,1,1-TrichloroethaneND5112/15/0710:32DY4189783 1,1,2,2-TetrachloroethaneND5112/15/0710:32DY4189783 1,1,2-TrichloroethaneND5112/15/0710:32DY4189783 1,1-DichloroethaneND5112/15/0710:32DY4189783 1,1-DichloroetheneND5112/15/0710:32DY4189783 1,1-DichloropropeneND5112/15/0710:32DY4189783 1,2,3-TrichlorobenzeneND5112/15/0710:32DY4189783 1,2,3-TrichloropropaneND5112/15/0710:32DY4189783 1,2,4-TrichlorobenzeneND5112/15/0710:32DY4189783 1,2,4-TrimethylbenzeneND5112/15/0710:32DY4189783 1,2-Dibromo-3-chloropropaneND5112/15/0710:32DY4189783 1,2-DibromoethaneND5112/15/0710:32DY4189783 1,2-DichlorobenzeneND5112/15/0710:32DY4189783 1,2-DichloroethaneND5112/15/0710:32DY4189783 1,2-DichloropropaneND5112/15/0710:32DY4189783 1,3,5-TrimethylbenzeneND5112/15/0710:32DY4189783 1,3-DichlorobenzeneND5112/15/0710:32DY4189783 1,3-DichloropropaneND5112/15/0710:32DY4189783 1,4-DichlorobenzeneND5112/15/0710:32DY4189783 2,2-DichloropropaneND5112/15/0710:32DY4189783 2-ButanoneND20112/15/0710:32DY4189783 2-ChloroethylvinyletherND10112/15/0710:32DY4189783 2-ChlorotolueneND5112/15/0710:32DY4189783 2-HexanoneND10112/15/0710:32DY4189783 4-ChlorotolueneND5112/15/0710:32DY4189783 4-IsopropyltolueneND5112/15/0710:32DY4189783 4-Methyl-2-pentanoneND10112/15/0710:32DY4189783 AcetoneND100112/15/0710:32DY4189783 AcrylonitrileND50112/15/0710:32DY4189783 BenzeneND5112/15/0710:32DY4189783 BromobenzeneND5112/15/0710:32DY4189783 BromochloromethaneND5112/15/0710:32DY4189783 BromodichloromethaneND5112/15/0710:32DY4189783 BromoformND5112/15/0710:32DY4189783 BromomethaneND10112/15/0710:32DY4189783 CarbondisulfideND5112/15/0710:32DY4189783 Carbon tetrachlorideND5112/15/0710:32DY4189783 ChlorobenzeneND5112/15/0710:32DY4189783 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page26 12/21/20073:09:40PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP6@1.512/03/20070:0007120240-16 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/0710:32DY4189783 ChloroformND5112/15/0710:32DY4189783 ChloromethaneND10112/15/0710:32DY4189783 DibromochloromethaneND5112/15/0710:32DY4189783 DibromomethaneND5112/15/0710:32DY4189783 DichlorodifluoromethaneND10112/15/0710:32DY4189783 DiisopropylEtherND10112/15/0710:32DY4189783 Ethyl tert-butyletherND5112/15/0710:32DY4189783 EthylbenzeneND5112/15/0710:32DY4189783 HexachlorobutadieneND5112/15/0710:32DY4189783 IsopropylbenzeneND5112/15/0710:32DY4189783 Methyl tert-butyletherND5112/15/0710:32DY4189783 MethylenechlorideND5112/15/0710:32DY4189783 NaphthaleneND5112/15/0710:32DY4189783 n-ButylbenzeneND5112/15/0710:32DY4189783 n-PropylbenzeneND5112/15/0710:32DY4189783 sec-ButylbenzeneND5112/15/0710:32DY4189783 StyreneND5112/15/0710:32DY4189783 t-ButylAlcoholND100112/15/0710:32DY4189783 tert-AmylmethyletherND5112/15/0710:32DY4189783 tert-ButylbenzeneND5112/15/0710:32DY4189783 TetrachloroetheneND5112/15/0710:32DY4189783 TolueneND5112/15/0710:32DY4189783 TrichloroetheneND5112/15/0710:32DY4189783 TrichlorofluoromethaneND5112/15/0710:32DY4189783 VinylacetateND5112/15/0710:32DY4189783 VinylchlorideND5112/15/0710:32DY4189783 cis-1,2-DichloroetheneND5112/15/0710:32DY4189783 cis-1,3-DichloropropeneND5112/15/0710:32DY4189783 m,p-XyleneND5112/15/0710:32DY4189783 o-XyleneND5112/15/0710:32DY4189783 trans-1,2-DichloroetheneND5112/15/0710:32DY4189783 trans-1,3-DichloropropeneND5112/15/0710:32DY4189783 1,2-Dichloroethene(total)ND5112/15/0710:32DY4189783 Xylenes,TotalND5112/15/0710:32DY4189783 Surr:1,2-Dichloroethane-d4104%41-155112/15/0710:32DY4189783 Surr:4-Bromofluorobenzene94.9%64-147112/15/0710:32DY4189783 Surr:Toluene-d8102%52-152112/15/0710:32DY4189783 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:24NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page27 12/21/20073:09:40PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP7@1.512/03/20070:0007120240-19 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179746 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND2112/14/0719:18NW4190506 MotorOil332112/14/0719:18NW4190506 Surr:n-Pentacosane98.2%20-154112/14/0719:18NW4190506 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0715:38SFE4178036 Surr:1,4-Difluorobenzene101%63-142112/10/0715:38SFE4178036 Surr:4-Bromofluorobenzene96.7%50-159112/10/0715:38SFE4178036 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:35NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:11EMB4179399 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/076:12AL_H4190987 Arsenic2.020.5112/15/076:12AL_H4190987 Barium1450.5112/17/0723:05AL_H4193925 BerylliumND0.4112/18/0716:12H_W4195197 CadmiumND0.5112/15/076:12AL_H4190987 Chromium11.50.5112/15/076:12AL_H4190987 Cobalt6.720.5112/17/0723:05AL_H4193925 Copper12.80.5112/15/076:12AL_H4190987 Lead4.140.5112/17/0723:05AL_H4193925 MolybdenumND0.5112/17/0723:05AL_H4193925 Nickel8.070.5112/15/076:12AL_H4190987 SeleniumND0.5112/15/076:12AL_H4190987 SilverND0.5112/15/076:12AL_H4190987 ThalliumND0.5112/15/076:12AL_H4190987 Vanadium77.30.5112/15/076:12AL_H4190987 Zinc321112/15/076:12AL_H4190987 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page28 12/21/20073:09:42PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP7@1.512/03/20070:0007120240-19 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND33112/18/0722:12LL4198627 2-MethylnaphthaleneND33112/18/0722:12LL4198627 AcenaphtheneND33112/18/0722:12LL4198627 AcenaphthyleneND33112/18/0722:12LL4198627 AnthraceneND33112/18/0722:12LL4198627 Benz(a)anthraceneND33112/18/0722:12LL4198627 Benzo(a)pyreneND33112/18/0722:12LL4198627 Benzo(b)fluorantheneND33112/18/0722:12LL4198627 Benzo(g,h,i)peryleneND33112/18/0722:12LL4198627 Benzo(k)fluorantheneND33112/18/0722:12LL4198627 ChryseneND33112/18/0722:12LL4198627 Dibenz(a,h)anthraceneND33112/18/0722:12LL4198627 FluorantheneND33112/18/0722:12LL4198627 FluoreneND33112/18/0722:12LL4198627 Indeno(1,2,3-cd)pyreneND33112/18/0722:12LL4198627 NaphthaleneND33112/18/0722:12LL4198627 PhenanthreneND33112/18/0722:12LL4198627 PyreneND33112/18/0722:12LL4198627 Surr:2-Fluorobiphenyl93.1%15-140112/18/0722:12LL4198627 Surr:Nitrobenzene-d590.3%32-153112/18/0722:12LL4198627 Surr:Terphenyl-d1496.1%18-166112/18/0722:12LL4198627 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page29 12/21/20073:09:43PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP7@1.512/03/20070:0007120240-19 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/0710:54DY4189784 1,1,1-TrichloroethaneND5112/15/0710:54DY4189784 1,1,2,2-TetrachloroethaneND5112/15/0710:54DY4189784 1,1,2-TrichloroethaneND5112/15/0710:54DY4189784 1,1-DichloroethaneND5112/15/0710:54DY4189784 1,1-DichloroetheneND5112/15/0710:54DY4189784 1,1-DichloropropeneND5112/15/0710:54DY4189784 1,2,3-TrichlorobenzeneND5112/15/0710:54DY4189784 1,2,3-TrichloropropaneND5112/15/0710:54DY4189784 1,2,4-TrichlorobenzeneND5112/15/0710:54DY4189784 1,2,4-TrimethylbenzeneND5112/15/0710:54DY4189784 1,2-Dibromo-3-chloropropaneND5112/15/0710:54DY4189784 1,2-DibromoethaneND5112/15/0710:54DY4189784 1,2-DichlorobenzeneND5112/15/0710:54DY4189784 1,2-DichloroethaneND5112/15/0710:54DY4189784 1,2-DichloropropaneND5112/15/0710:54DY4189784 1,3,5-TrimethylbenzeneND5112/15/0710:54DY4189784 1,3-DichlorobenzeneND5112/15/0710:54DY4189784 1,3-DichloropropaneND5112/15/0710:54DY4189784 1,4-DichlorobenzeneND5112/15/0710:54DY4189784 2,2-DichloropropaneND5112/15/0710:54DY4189784 2-ButanoneND20112/15/0710:54DY4189784 2-ChloroethylvinyletherND10112/15/0710:54DY4189784 2-ChlorotolueneND5112/15/0710:54DY4189784 2-HexanoneND10112/15/0710:54DY4189784 4-ChlorotolueneND5112/15/0710:54DY4189784 4-IsopropyltolueneND5112/15/0710:54DY4189784 4-Methyl-2-pentanoneND10112/15/0710:54DY4189784 AcetoneND100112/15/0710:54DY4189784 AcrylonitrileND50112/15/0710:54DY4189784 BenzeneND5112/15/0710:54DY4189784 BromobenzeneND5112/15/0710:54DY4189784 BromochloromethaneND5112/15/0710:54DY4189784 BromodichloromethaneND5112/15/0710:54DY4189784 BromoformND5112/15/0710:54DY4189784 BromomethaneND10112/15/0710:54DY4189784 CarbondisulfideND5112/15/0710:54DY4189784 Carbon tetrachlorideND5112/15/0710:54DY4189784 ChlorobenzeneND5112/15/0710:54DY4189784 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page30 12/21/20073:09:43PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP7@1.512/03/20070:0007120240-19 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/0710:54DY4189784 ChloroformND5112/15/0710:54DY4189784 ChloromethaneND10112/15/0710:54DY4189784 DibromochloromethaneND5112/15/0710:54DY4189784 DibromomethaneND5112/15/0710:54DY4189784 DichlorodifluoromethaneND10112/15/0710:54DY4189784 DiisopropylEtherND10112/15/0710:54DY4189784 Ethyl tert-butyletherND5112/15/0710:54DY4189784 EthylbenzeneND5112/15/0710:54DY4189784 HexachlorobutadieneND5112/15/0710:54DY4189784 IsopropylbenzeneND5112/15/0710:54DY4189784 Methyl tert-butyletherND5112/15/0710:54DY4189784 MethylenechlorideND5112/15/0710:54DY4189784 NaphthaleneND5112/15/0710:54DY4189784 n-ButylbenzeneND5112/15/0710:54DY4189784 n-PropylbenzeneND5112/15/0710:54DY4189784 sec-ButylbenzeneND5112/15/0710:54DY4189784 StyreneND5112/15/0710:54DY4189784 t-ButylAlcoholND100112/15/0710:54DY4189784 tert-AmylmethyletherND5112/15/0710:54DY4189784 tert-ButylbenzeneND5112/15/0710:54DY4189784 TetrachloroetheneND5112/15/0710:54DY4189784 TolueneND5112/15/0710:54DY4189784 TrichloroetheneND5112/15/0710:54DY4189784 TrichlorofluoromethaneND5112/15/0710:54DY4189784 VinylacetateND5112/15/0710:54DY4189784 VinylchlorideND5112/15/0710:54DY4189784 cis-1,2-DichloroetheneND5112/15/0710:54DY4189784 cis-1,3-DichloropropeneND5112/15/0710:54DY4189784 m,p-XyleneND5112/15/0710:54DY4189784 o-XyleneND5112/15/0710:54DY4189784 trans-1,2-DichloroetheneND5112/15/0710:54DY4189784 trans-1,3-DichloropropeneND5112/15/0710:54DY4189784 1,2-Dichloroethene(total)ND5112/15/0710:54DY4189784 Xylenes,TotalND5112/15/0710:54DY4189784 Surr:1,2-Dichloroethane-d494.9%41-155112/15/0710:54DY4189784 Surr:4-Bromofluorobenzene98.5%64-147112/15/0710:54DY4189784 Surr:Toluene-d8101%52-152112/15/0710:54DY4189784 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:37NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page31 12/21/20073:09:44PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP8@1.512/03/20070:0007120240-22 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179747 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND2112/14/0719:43NW4190507 MotorOil202112/14/0719:43NW4190507 Surr:n-Pentacosane83.6%20-154112/14/0719:43NW4190507 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0716:07SFE4178037 Surr:1,4-Difluorobenzene94.7%63-142112/10/0716:07SFE4178037 Surr:4-Bromofluorobenzene96.7%50-159112/10/0716:07SFE4178037 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200711:01NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:14EMB4179400 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/076:18AL_H4190988 Arsenic1.10.5112/15/076:18AL_H4190988 Barium1160.5112/17/0723:10AL_H4193926 BerylliumND0.4112/18/0716:27H_W4195200 CadmiumND0.5112/15/076:18AL_H4190988 Chromium12.80.5112/15/076:18AL_H4190988 Cobalt8.40.5112/17/0723:10AL_H4193926 Copper13.90.5112/15/076:18AL_H4190988 Lead3.330.5112/17/0723:10AL_H4193926 Molybdenum0.7070.5112/17/0723:10AL_H4193926 Nickel16.50.5112/15/076:18AL_H4190988 SeleniumND0.5112/15/076:18AL_H4190988 SilverND0.5112/15/076:18AL_H4190988 ThalliumND0.5112/15/076:18AL_H4190988 Vanadium76.30.5112/15/076:18AL_H4190988 Zinc29.41112/15/076:18AL_H4190988 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page32 12/21/20073:09:46PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP8@1.512/03/20070:0007120240-22 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND33112/18/0722:44LL4198628 2-MethylnaphthaleneND33112/18/0722:44LL4198628 AcenaphtheneND33112/18/0722:44LL4198628 AcenaphthyleneND33112/18/0722:44LL4198628 AnthraceneND33112/18/0722:44LL4198628 Benz(a)anthraceneND33112/18/0722:44LL4198628 Benzo(a)pyreneND33112/18/0722:44LL4198628 Benzo(b)fluorantheneND33112/18/0722:44LL4198628 Benzo(g,h,i)peryleneND33112/18/0722:44LL4198628 Benzo(k)fluorantheneND33112/18/0722:44LL4198628 ChryseneND33112/18/0722:44LL4198628 Dibenz(a,h)anthraceneND33112/18/0722:44LL4198628 FluorantheneND33112/18/0722:44LL4198628 FluoreneND33112/18/0722:44LL4198628 Indeno(1,2,3-cd)pyreneND33112/18/0722:44LL4198628 NaphthaleneND33112/18/0722:44LL4198628 PhenanthreneND33112/18/0722:44LL4198628 PyreneND33112/18/0722:44LL4198628 Surr:2-Fluorobiphenyl69.9%15-140112/18/0722:44LL4198628 Surr:Nitrobenzene-d567.7%32-153112/18/0722:44LL4198628 Surr:Terphenyl-d1472.4%18-166112/18/0722:44LL4198628 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page33 12/21/20073:09:47PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP8@1.512/03/20070:0007120240-22 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/0711:16DY4189785 1,1,1-TrichloroethaneND5112/15/0711:16DY4189785 1,1,2,2-TetrachloroethaneND5112/15/0711:16DY4189785 1,1,2-TrichloroethaneND5112/15/0711:16DY4189785 1,1-DichloroethaneND5112/15/0711:16DY4189785 1,1-DichloroetheneND5112/15/0711:16DY4189785 1,1-DichloropropeneND5112/15/0711:16DY4189785 1,2,3-TrichlorobenzeneND5112/15/0711:16DY4189785 1,2,3-TrichloropropaneND5112/15/0711:16DY4189785 1,2,4-TrichlorobenzeneND5112/15/0711:16DY4189785 1,2,4-TrimethylbenzeneND5112/15/0711:16DY4189785 1,2-Dibromo-3-chloropropaneND5112/15/0711:16DY4189785 1,2-DibromoethaneND5112/15/0711:16DY4189785 1,2-DichlorobenzeneND5112/15/0711:16DY4189785 1,2-DichloroethaneND5112/15/0711:16DY4189785 1,2-DichloropropaneND5112/15/0711:16DY4189785 1,3,5-TrimethylbenzeneND5112/15/0711:16DY4189785 1,3-DichlorobenzeneND5112/15/0711:16DY4189785 1,3-DichloropropaneND5112/15/0711:16DY4189785 1,4-DichlorobenzeneND5112/15/0711:16DY4189785 2,2-DichloropropaneND5112/15/0711:16DY4189785 2-ButanoneND20112/15/0711:16DY4189785 2-ChloroethylvinyletherND10112/15/0711:16DY4189785 2-ChlorotolueneND5112/15/0711:16DY4189785 2-HexanoneND10112/15/0711:16DY4189785 4-ChlorotolueneND5112/15/0711:16DY4189785 4-IsopropyltolueneND5112/15/0711:16DY4189785 4-Methyl-2-pentanoneND10112/15/0711:16DY4189785 AcetoneND100112/15/0711:16DY4189785 AcrylonitrileND50112/15/0711:16DY4189785 BenzeneND5112/15/0711:16DY4189785 BromobenzeneND5112/15/0711:16DY4189785 BromochloromethaneND5112/15/0711:16DY4189785 BromodichloromethaneND5112/15/0711:16DY4189785 BromoformND5112/15/0711:16DY4189785 BromomethaneND10112/15/0711:16DY4189785 CarbondisulfideND5112/15/0711:16DY4189785 Carbon tetrachlorideND5112/15/0711:16DY4189785 ChlorobenzeneND5112/15/0711:16DY4189785 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page34 12/21/20073:09:47PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP8@1.512/03/20070:0007120240-22 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/0711:16DY4189785 ChloroformND5112/15/0711:16DY4189785 ChloromethaneND10112/15/0711:16DY4189785 DibromochloromethaneND5112/15/0711:16DY4189785 DibromomethaneND5112/15/0711:16DY4189785 DichlorodifluoromethaneND10112/15/0711:16DY4189785 DiisopropylEtherND10112/15/0711:16DY4189785 Ethyl tert-butyletherND5112/15/0711:16DY4189785 EthylbenzeneND5112/15/0711:16DY4189785 HexachlorobutadieneND5112/15/0711:16DY4189785 IsopropylbenzeneND5112/15/0711:16DY4189785 Methyl tert-butyletherND5112/15/0711:16DY4189785 MethylenechlorideND5112/15/0711:16DY4189785 NaphthaleneND5112/15/0711:16DY4189785 n-ButylbenzeneND5112/15/0711:16DY4189785 n-PropylbenzeneND5112/15/0711:16DY4189785 sec-ButylbenzeneND5112/15/0711:16DY4189785 StyreneND5112/15/0711:16DY4189785 t-ButylAlcoholND100112/15/0711:16DY4189785 tert-AmylmethyletherND5112/15/0711:16DY4189785 tert-ButylbenzeneND5112/15/0711:16DY4189785 TetrachloroetheneND5112/15/0711:16DY4189785 TolueneND5112/15/0711:16DY4189785 TrichloroetheneND5112/15/0711:16DY4189785 TrichlorofluoromethaneND5112/15/0711:16DY4189785 VinylacetateND5112/15/0711:16DY4189785 VinylchlorideND5112/15/0711:16DY4189785 cis-1,2-DichloroetheneND5112/15/0711:16DY4189785 cis-1,3-DichloropropeneND5112/15/0711:16DY4189785 m,p-XyleneND5112/15/0711:16DY4189785 o-XyleneND5112/15/0711:16DY4189785 trans-1,2-DichloroetheneND5112/15/0711:16DY4189785 trans-1,3-DichloropropeneND5112/15/0711:16DY4189785 1,2-Dichloroethene(total)ND5112/15/0711:16DY4189785 Xylenes,TotalND5112/15/0711:16DY4189785 Surr:1,2-Dichloroethane-d499.2%41-155112/15/0711:16DY4189785 Surr:4-Bromofluorobenzene100%64-147112/15/0711:16DY4189785 Surr:Toluene-d898.9%52-152112/15/0711:16DY4189785 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200711:02NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page35 12/21/20073:09:48PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP9@1.512/03/20070:0007120240-24 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179750 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND2112/14/0720:09NW4190508 MotorOil142112/14/0720:09NW4190508 Surr:n-Pentacosane96.5%20-154112/14/0720:09NW4190508 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0716:36SFE4178038 Surr:1,4-Difluorobenzene100%63-142112/10/0716:36SFE4178038 Surr:4-Bromofluorobenzene100%50-159112/10/0716:36SFE4178038 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:53NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:16EMB4179401 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/076:23AL_H4190989 Arsenic1.220.5112/15/076:23AL_H4190989 Barium1010.5112/17/0723:15AL_H4193927 BerylliumND0.4112/18/0716:32H_W4195201 CadmiumND0.5112/15/076:23AL_H4190989 Chromium11.70.5112/15/076:23AL_H4190989 Cobalt6.350.5112/17/0723:15AL_H4193927 Copper12.20.5112/15/076:23AL_H4190989 Lead2.880.5112/17/0723:15AL_H4193927 MolybdenumND0.5112/17/0723:15AL_H4193927 Nickel8.220.5112/15/076:23AL_H4190989 SeleniumND0.5112/15/076:23AL_H4190989 SilverND0.5112/15/076:23AL_H4190989 ThalliumND0.5112/15/076:23AL_H4190989 Vanadium78.80.5112/15/076:23AL_H4190989 Zinc27.61112/15/076:23AL_H4190989 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page36 12/21/20073:09:50PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP9@1.512/03/20070:0007120240-24 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND33112/19/070:19LL4198631 2-MethylnaphthaleneND33112/19/070:19LL4198631 AcenaphtheneND33112/19/070:19LL4198631 AcenaphthyleneND33112/19/070:19LL4198631 AnthraceneND33112/19/070:19LL4198631 Benz(a)anthraceneND33112/19/070:19LL4198631 Benzo(a)pyreneND33112/19/070:19LL4198631 Benzo(b)fluorantheneND33112/19/070:19LL4198631 Benzo(g,h,i)peryleneND33112/19/070:19LL4198631 Benzo(k)fluorantheneND33112/19/070:19LL4198631 ChryseneND33112/19/070:19LL4198631 Dibenz(a,h)anthraceneND33112/19/070:19LL4198631 FluorantheneND33112/19/070:19LL4198631 FluoreneND33112/19/070:19LL4198631 Indeno(1,2,3-cd)pyreneND33112/19/070:19LL4198631 NaphthaleneND33112/19/070:19LL4198631 PhenanthreneND33112/19/070:19LL4198631 PyreneND33112/19/070:19LL4198631 Surr:2-Fluorobiphenyl66.0%15-140112/19/070:19LL4198631 Surr:Nitrobenzene-d562.5%32-153112/19/070:19LL4198631 Surr:Terphenyl-d1483.8%18-166112/19/070:19LL4198631 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page37 12/21/20073:09:51PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP9@1.512/03/20070:0007120240-24 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/0711:38DY4189786 1,1,1-TrichloroethaneND5112/15/0711:38DY4189786 1,1,2,2-TetrachloroethaneND5112/15/0711:38DY4189786 1,1,2-TrichloroethaneND5112/15/0711:38DY4189786 1,1-DichloroethaneND5112/15/0711:38DY4189786 1,1-DichloroetheneND5112/15/0711:38DY4189786 1,1-DichloropropeneND5112/15/0711:38DY4189786 1,2,3-TrichlorobenzeneND5112/15/0711:38DY4189786 1,2,3-TrichloropropaneND5112/15/0711:38DY4189786 1,2,4-TrichlorobenzeneND5112/15/0711:38DY4189786 1,2,4-TrimethylbenzeneND5112/15/0711:38DY4189786 1,2-Dibromo-3-chloropropaneND5112/15/0711:38DY4189786 1,2-DibromoethaneND5112/15/0711:38DY4189786 1,2-DichlorobenzeneND5112/15/0711:38DY4189786 1,2-DichloroethaneND5112/15/0711:38DY4189786 1,2-DichloropropaneND5112/15/0711:38DY4189786 1,3,5-TrimethylbenzeneND5112/15/0711:38DY4189786 1,3-DichlorobenzeneND5112/15/0711:38DY4189786 1,3-DichloropropaneND5112/15/0711:38DY4189786 1,4-DichlorobenzeneND5112/15/0711:38DY4189786 2,2-DichloropropaneND5112/15/0711:38DY4189786 2-ButanoneND20112/15/0711:38DY4189786 2-ChloroethylvinyletherND10112/15/0711:38DY4189786 2-ChlorotolueneND5112/15/0711:38DY4189786 2-HexanoneND10112/15/0711:38DY4189786 4-ChlorotolueneND5112/15/0711:38DY4189786 4-IsopropyltolueneND5112/15/0711:38DY4189786 4-Methyl-2-pentanoneND10112/15/0711:38DY4189786 AcetoneND100112/15/0711:38DY4189786 AcrylonitrileND50112/15/0711:38DY4189786 BenzeneND5112/15/0711:38DY4189786 BromobenzeneND5112/15/0711:38DY4189786 BromochloromethaneND5112/15/0711:38DY4189786 BromodichloromethaneND5112/15/0711:38DY4189786 BromoformND5112/15/0711:38DY4189786 BromomethaneND10112/15/0711:38DY4189786 CarbondisulfideND5112/15/0711:38DY4189786 Carbon tetrachlorideND5112/15/0711:38DY4189786 ChlorobenzeneND5112/15/0711:38DY4189786 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page38 12/21/20073:09:51PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP9@1.512/03/20070:0007120240-24 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/0711:38DY4189786 ChloroformND5112/15/0711:38DY4189786 ChloromethaneND10112/15/0711:38DY4189786 DibromochloromethaneND5112/15/0711:38DY4189786 DibromomethaneND5112/15/0711:38DY4189786 DichlorodifluoromethaneND10112/15/0711:38DY4189786 DiisopropylEtherND10112/15/0711:38DY4189786 Ethyl tert-butyletherND5112/15/0711:38DY4189786 EthylbenzeneND5112/15/0711:38DY4189786 HexachlorobutadieneND5112/15/0711:38DY4189786 IsopropylbenzeneND5112/15/0711:38DY4189786 Methyl tert-butyletherND5112/15/0711:38DY4189786 MethylenechlorideND5112/15/0711:38DY4189786 NaphthaleneND5112/15/0711:38DY4189786 n-ButylbenzeneND5112/15/0711:38DY4189786 n-PropylbenzeneND5112/15/0711:38DY4189786 sec-ButylbenzeneND5112/15/0711:38DY4189786 StyreneND5112/15/0711:38DY4189786 t-ButylAlcoholND100112/15/0711:38DY4189786 tert-AmylmethyletherND5112/15/0711:38DY4189786 tert-ButylbenzeneND5112/15/0711:38DY4189786 TetrachloroetheneND5112/15/0711:38DY4189786 TolueneND5112/15/0711:38DY4189786 TrichloroetheneND5112/15/0711:38DY4189786 TrichlorofluoromethaneND5112/15/0711:38DY4189786 VinylacetateND5112/15/0711:38DY4189786 VinylchlorideND5112/15/0711:38DY4189786 cis-1,2-DichloroetheneND5112/15/0711:38DY4189786 cis-1,3-DichloropropeneND5112/15/0711:38DY4189786 m,p-XyleneND5112/15/0711:38DY4189786 o-XyleneND5112/15/0711:38DY4189786 trans-1,2-DichloroetheneND5112/15/0711:38DY4189786 trans-1,3-DichloropropeneND5112/15/0711:38DY4189786 1,2-Dichloroethene(total)ND5112/15/0711:38DY4189786 Xylenes,TotalND5112/15/0711:38DY4189786 Surr:1,2-Dichloroethane-d497.3%41-155112/15/0711:38DY4189786 Surr:4-Bromofluorobenzene99.8%64-147112/15/0711:38DY4189786 Surr:Toluene-d899.8%52-152112/15/0711:38DY4189786 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:54NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page39 12/21/20073:09:51PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP10@1.512/04/20070:0007120240-26 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179751 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND2112/14/0720:35NW4190509 MotorOil6.72112/14/0720:35NW4190509 Surr:n-Pentacosane87.7%20-154112/14/0720:35NW4190509 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0719:10SFE4178044 Surr:1,4-Difluorobenzene98.0%63-142112/10/0719:10SFE4178044 Surr:4-Bromofluorobenzene130%50-159112/10/0719:10SFE4178044 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:47NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:19EMB4179402 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/076:28AL_H4190990 Arsenic0.8660.5112/15/076:28AL_H4190990 Barium71.50.5112/17/0723:20AL_H4193929 BerylliumND0.4112/18/0716:37H_W4195202 CadmiumND0.5112/15/076:28AL_H4190990 Chromium12.10.5112/15/076:28AL_H4190990 Cobalt5.710.5112/17/0723:20AL_H4193929 Copper10.90.5112/15/076:28AL_H4190990 Lead2.50.5112/17/0723:20AL_H4193929 MolybdenumND0.5112/17/0723:20AL_H4193929 Nickel8.060.5112/15/076:28AL_H4190990 SeleniumND0.5112/15/076:28AL_H4190990 SilverND0.5112/15/076:28AL_H4190990 ThalliumND0.5112/15/076:28AL_H4190990 Vanadium83.80.5112/15/076:28AL_H4190990 Zinc31.11112/15/076:28AL_H4190990 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page40 12/21/20073:09:53PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP10@1.512/04/20070:0007120240-26 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND33112/19/070:51LL4198632 2-MethylnaphthaleneND33112/19/070:51LL4198632 AcenaphtheneND33112/19/070:51LL4198632 AcenaphthyleneND33112/19/070:51LL4198632 AnthraceneND33112/19/070:51LL4198632 Benz(a)anthraceneND33112/19/070:51LL4198632 Benzo(a)pyreneND33112/19/070:51LL4198632 Benzo(b)fluorantheneND33112/19/070:51LL4198632 Benzo(g,h,i)peryleneND33112/19/070:51LL4198632 Benzo(k)fluorantheneND33112/19/070:51LL4198632 ChryseneND33112/19/070:51LL4198632 Dibenz(a,h)anthraceneND33112/19/070:51LL4198632 FluorantheneND33112/19/070:51LL4198632 FluoreneND33112/19/070:51LL4198632 Indeno(1,2,3-cd)pyreneND33112/19/070:51LL4198632 NaphthaleneND33112/19/070:51LL4198632 PhenanthreneND33112/19/070:51LL4198632 PyreneND33112/19/070:51LL4198632 Surr:2-Fluorobiphenyl76.2%15-140112/19/070:51LL4198632 Surr:Nitrobenzene-d575.0%32-153112/19/070:51LL4198632 Surr:Terphenyl-d1481.0%18-166112/19/070:51LL4198632 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page41 12/21/20073:09:54PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP10@1.512/04/20070:0007120240-26 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/0712:00DY4189787 1,1,1-TrichloroethaneND5112/15/0712:00DY4189787 1,1,2,2-TetrachloroethaneND5112/15/0712:00DY4189787 1,1,2-TrichloroethaneND5112/15/0712:00DY4189787 1,1-DichloroethaneND5112/15/0712:00DY4189787 1,1-DichloroetheneND5112/15/0712:00DY4189787 1,1-DichloropropeneND5112/15/0712:00DY4189787 1,2,3-TrichlorobenzeneND5112/15/0712:00DY4189787 1,2,3-TrichloropropaneND5112/15/0712:00DY4189787 1,2,4-TrichlorobenzeneND5112/15/0712:00DY4189787 1,2,4-TrimethylbenzeneND5112/15/0712:00DY4189787 1,2-Dibromo-3-chloropropaneND5112/15/0712:00DY4189787 1,2-DibromoethaneND5112/15/0712:00DY4189787 1,2-DichlorobenzeneND5112/15/0712:00DY4189787 1,2-DichloroethaneND5112/15/0712:00DY4189787 1,2-DichloropropaneND5112/15/0712:00DY4189787 1,3,5-TrimethylbenzeneND5112/15/0712:00DY4189787 1,3-DichlorobenzeneND5112/15/0712:00DY4189787 1,3-DichloropropaneND5112/15/0712:00DY4189787 1,4-DichlorobenzeneND5112/15/0712:00DY4189787 2,2-DichloropropaneND5112/15/0712:00DY4189787 2-ButanoneND20112/15/0712:00DY4189787 2-ChloroethylvinyletherND10112/15/0712:00DY4189787 2-ChlorotolueneND5112/15/0712:00DY4189787 2-HexanoneND10112/15/0712:00DY4189787 4-ChlorotolueneND5112/15/0712:00DY4189787 4-IsopropyltolueneND5112/15/0712:00DY4189787 4-Methyl-2-pentanoneND10112/15/0712:00DY4189787 AcetoneND100112/15/0712:00DY4189787 AcrylonitrileND50112/15/0712:00DY4189787 BenzeneND5112/15/0712:00DY4189787 BromobenzeneND5112/15/0712:00DY4189787 BromochloromethaneND5112/15/0712:00DY4189787 BromodichloromethaneND5112/15/0712:00DY4189787 BromoformND5112/15/0712:00DY4189787 BromomethaneND10112/15/0712:00DY4189787 CarbondisulfideND5112/15/0712:00DY4189787 Carbon tetrachlorideND5112/15/0712:00DY4189787 ChlorobenzeneND5112/15/0712:00DY4189787 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page42 12/21/20073:09:55PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP10@1.512/04/20070:0007120240-26 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/0712:00DY4189787 ChloroformND5112/15/0712:00DY4189787 ChloromethaneND10112/15/0712:00DY4189787 DibromochloromethaneND5112/15/0712:00DY4189787 DibromomethaneND5112/15/0712:00DY4189787 DichlorodifluoromethaneND10112/15/0712:00DY4189787 DiisopropylEtherND10112/15/0712:00DY4189787 Ethyl tert-butyletherND5112/15/0712:00DY4189787 EthylbenzeneND5112/15/0712:00DY4189787 HexachlorobutadieneND5112/15/0712:00DY4189787 IsopropylbenzeneND5112/15/0712:00DY4189787 Methyl tert-butyletherND5112/15/0712:00DY4189787 MethylenechlorideND5112/15/0712:00DY4189787 NaphthaleneND5112/15/0712:00DY4189787 n-ButylbenzeneND5112/15/0712:00DY4189787 n-PropylbenzeneND5112/15/0712:00DY4189787 sec-ButylbenzeneND5112/15/0712:00DY4189787 StyreneND5112/15/0712:00DY4189787 t-ButylAlcoholND100112/15/0712:00DY4189787 tert-AmylmethyletherND5112/15/0712:00DY4189787 tert-ButylbenzeneND5112/15/0712:00DY4189787 TetrachloroetheneND5112/15/0712:00DY4189787 TolueneND5112/15/0712:00DY4189787 TrichloroetheneND5112/15/0712:00DY4189787 TrichlorofluoromethaneND5112/15/0712:00DY4189787 VinylacetateND5112/15/0712:00DY4189787 VinylchlorideND5112/15/0712:00DY4189787 cis-1,2-DichloroetheneND5112/15/0712:00DY4189787 cis-1,3-DichloropropeneND5112/15/0712:00DY4189787 m,p-XyleneND5112/15/0712:00DY4189787 o-XyleneND5112/15/0712:00DY4189787 trans-1,2-DichloroetheneND5112/15/0712:00DY4189787 trans-1,3-DichloropropeneND5112/15/0712:00DY4189787 1,2-Dichloroethene(total)ND5112/15/0712:00DY4189787 Xylenes,TotalND5112/15/0712:00DY4189787 Surr:1,2-Dichloroethane-d499.9%41-155112/15/0712:00DY4189787 Surr:4-Bromofluorobenzene99.2%64-147112/15/0712:00DY4189787 Surr:Toluene-d899.3%52-152112/15/0712:00DY4189787 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:48NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page43 12/21/20073:09:55PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP11@1.512/04/20070:0007120240-29 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179752 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND2112/14/0721:01NW4190510 MotorOil412112/14/0721:01NW4190510 Surr:n-Pentacosane102%20-154112/14/0721:01NW4190510 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0719:39SFE4178045 Surr:1,4-Difluorobenzene109%63-142112/10/0719:39SFE4178045 Surr:4-Bromofluorobenzene80.7%50-159112/10/0719:39SFE4178045 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:50NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:21EMB4179403 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/076:33AL_H4190991 Arsenic1.60.5112/15/076:33AL_H4190991 Barium1030.5112/17/0723:25AL_H4193930 BerylliumND0.4112/18/0716:42H_W4195203 CadmiumND0.5112/15/076:33AL_H4190991 Chromium10.70.5112/15/076:33AL_H4190991 Cobalt5.430.5112/17/0723:25AL_H4193930 Copper11.40.5112/15/076:33AL_H4190991 Lead4.310.5112/17/0723:25AL_H4193930 MolybdenumND0.5112/17/0723:25AL_H4193930 Nickel5.990.5112/15/076:33AL_H4190991 SeleniumND0.5112/15/076:33AL_H4190991 SilverND0.5112/15/076:33AL_H4190991 ThalliumND0.5112/15/076:33AL_H4190991 Vanadium66.20.5112/15/076:33AL_H4190991 Zinc32.51112/15/076:33AL_H4190991 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page44 12/21/20073:09:57PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP11@1.512/04/20070:0007120240-29 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND33112/19/071:23LL4198633 2-MethylnaphthaleneND33112/19/071:23LL4198633 AcenaphtheneND33112/19/071:23LL4198633 AcenaphthyleneND33112/19/071:23LL4198633 AnthraceneND33112/19/071:23LL4198633 Benz(a)anthraceneND33112/19/071:23LL4198633 Benzo(a)pyreneND33112/19/071:23LL4198633 Benzo(b)fluorantheneND33112/19/071:23LL4198633 Benzo(g,h,i)peryleneND33112/19/071:23LL4198633 Benzo(k)fluorantheneND33112/19/071:23LL4198633 ChryseneND33112/19/071:23LL4198633 Dibenz(a,h)anthraceneND33112/19/071:23LL4198633 FluorantheneND33112/19/071:23LL4198633 FluoreneND33112/19/071:23LL4198633 Indeno(1,2,3-cd)pyreneND33112/19/071:23LL4198633 NaphthaleneND33112/19/071:23LL4198633 PhenanthreneND33112/19/071:23LL4198633 PyreneND33112/19/071:23LL4198633 Surr:2-Fluorobiphenyl82.9%15-140112/19/071:23LL4198633 Surr:Nitrobenzene-d579.6%32-153112/19/071:23LL4198633 Surr:Terphenyl-d1488.9%18-166112/19/071:23LL4198633 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page45 12/21/20073:09:58PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP11@1.512/04/20070:0007120240-29 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/0712:22DY4189788 1,1,1-TrichloroethaneND5112/15/0712:22DY4189788 1,1,2,2-TetrachloroethaneND5112/15/0712:22DY4189788 1,1,2-TrichloroethaneND5112/15/0712:22DY4189788 1,1-DichloroethaneND5112/15/0712:22DY4189788 1,1-DichloroetheneND5112/15/0712:22DY4189788 1,1-DichloropropeneND5112/15/0712:22DY4189788 1,2,3-TrichlorobenzeneND5112/15/0712:22DY4189788 1,2,3-TrichloropropaneND5112/15/0712:22DY4189788 1,2,4-TrichlorobenzeneND5112/15/0712:22DY4189788 1,2,4-TrimethylbenzeneND5112/15/0712:22DY4189788 1,2-Dibromo-3-chloropropaneND5112/15/0712:22DY4189788 1,2-DibromoethaneND5112/15/0712:22DY4189788 1,2-DichlorobenzeneND5112/15/0712:22DY4189788 1,2-DichloroethaneND5112/15/0712:22DY4189788 1,2-DichloropropaneND5112/15/0712:22DY4189788 1,3,5-TrimethylbenzeneND5112/15/0712:22DY4189788 1,3-DichlorobenzeneND5112/15/0712:22DY4189788 1,3-DichloropropaneND5112/15/0712:22DY4189788 1,4-DichlorobenzeneND5112/15/0712:22DY4189788 2,2-DichloropropaneND5112/15/0712:22DY4189788 2-ButanoneND20112/15/0712:22DY4189788 2-ChloroethylvinyletherND10112/15/0712:22DY4189788 2-ChlorotolueneND5112/15/0712:22DY4189788 2-HexanoneND10112/15/0712:22DY4189788 4-ChlorotolueneND5112/15/0712:22DY4189788 4-IsopropyltolueneND5112/15/0712:22DY4189788 4-Methyl-2-pentanoneND10112/15/0712:22DY4189788 AcetoneND100112/15/0712:22DY4189788 AcrylonitrileND50112/15/0712:22DY4189788 BenzeneND5112/15/0712:22DY4189788 BromobenzeneND5112/15/0712:22DY4189788 BromochloromethaneND5112/15/0712:22DY4189788 BromodichloromethaneND5112/15/0712:22DY4189788 BromoformND5112/15/0712:22DY4189788 BromomethaneND10112/15/0712:22DY4189788 CarbondisulfideND5112/15/0712:22DY4189788 Carbon tetrachlorideND5112/15/0712:22DY4189788 ChlorobenzeneND5112/15/0712:22DY4189788 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page46 12/21/20073:09:58PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP11@1.512/04/20070:0007120240-29 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/0712:22DY4189788 ChloroformND5112/15/0712:22DY4189788 ChloromethaneND10112/15/0712:22DY4189788 DibromochloromethaneND5112/15/0712:22DY4189788 DibromomethaneND5112/15/0712:22DY4189788 DichlorodifluoromethaneND10112/15/0712:22DY4189788 DiisopropylEtherND10112/15/0712:22DY4189788 Ethyl tert-butyletherND5112/15/0712:22DY4189788 EthylbenzeneND5112/15/0712:22DY4189788 HexachlorobutadieneND5112/15/0712:22DY4189788 IsopropylbenzeneND5112/15/0712:22DY4189788 Methyl tert-butyletherND5112/15/0712:22DY4189788 MethylenechlorideND5112/15/0712:22DY4189788 NaphthaleneND5112/15/0712:22DY4189788 n-ButylbenzeneND5112/15/0712:22DY4189788 n-PropylbenzeneND5112/15/0712:22DY4189788 sec-ButylbenzeneND5112/15/0712:22DY4189788 StyreneND5112/15/0712:22DY4189788 t-ButylAlcoholND100112/15/0712:22DY4189788 tert-AmylmethyletherND5112/15/0712:22DY4189788 tert-ButylbenzeneND5112/15/0712:22DY4189788 TetrachloroetheneND5112/15/0712:22DY4189788 TolueneND5112/15/0712:22DY4189788 TrichloroetheneND5112/15/0712:22DY4189788 TrichlorofluoromethaneND5112/15/0712:22DY4189788 VinylacetateND5112/15/0712:22DY4189788 VinylchlorideND5112/15/0712:22DY4189788 cis-1,2-DichloroetheneND5112/15/0712:22DY4189788 cis-1,3-DichloropropeneND5112/15/0712:22DY4189788 m,p-XyleneND5112/15/0712:22DY4189788 o-XyleneND5112/15/0712:22DY4189788 trans-1,2-DichloroetheneND5112/15/0712:22DY4189788 trans-1,3-DichloropropeneND5112/15/0712:22DY4189788 1,2-Dichloroethene(total)ND5112/15/0712:22DY4189788 Xylenes,TotalND5112/15/0712:22DY4189788 Surr:1,2-Dichloroethane-d494.2%41-155112/15/0712:22DY4189788 Surr:4-Bromofluorobenzene90.9%64-147112/15/0712:22DY4189788 Surr:Toluene-d8104%52-152112/15/0712:22DY4189788 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:52NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page47 12/21/20073:09:59PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP12@1.512/04/20070:0007120240-32 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179753 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND2112/14/0721:26NW4190511 MotorOil122112/14/0721:26NW4190511 Surr:n-Pentacosane88.3%20-154112/14/0721:26NW4190511 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0720:07SFE4178046 Surr:1,4-Difluorobenzene101%63-142112/10/0720:07SFE4178046 Surr:4-Bromofluorobenzene91.7%50-159112/10/0720:07SFE4178046 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:56NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:23EMB4179404 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/076:38AL_H4190992 Arsenic1.20.5112/15/076:38AL_H4190992 Barium1240.5112/17/0723:31AL_H4193931 BerylliumND0.4112/18/0716:47H_W4195204 CadmiumND0.5112/15/076:38AL_H4190992 Chromium12.90.5112/15/076:38AL_H4190992 Cobalt6.360.5112/17/0723:31AL_H4193931 Copper12.20.5112/15/076:38AL_H4190992 Lead3.920.5112/17/0723:31AL_H4193931 MolybdenumND0.5112/17/0723:31AL_H4193931 Nickel7.620.5112/15/076:38AL_H4190992 SeleniumND0.5112/15/076:38AL_H4190992 SilverND0.5112/15/076:38AL_H4190992 ThalliumND0.5112/15/076:38AL_H4190992 Vanadium83.20.5112/15/076:38AL_H4190992 Zinc33.81112/15/076:38AL_H4190992 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page48 12/21/20073:10:01PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP12@1.512/04/20070:0007120240-32 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND33112/18/0723:47LL4198630 2-MethylnaphthaleneND33112/18/0723:47LL4198630 AcenaphtheneND33112/18/0723:47LL4198630 AcenaphthyleneND33112/18/0723:47LL4198630 AnthraceneND33112/18/0723:47LL4198630 Benz(a)anthraceneND33112/18/0723:47LL4198630 Benzo(a)pyreneND33112/18/0723:47LL4198630 Benzo(b)fluorantheneND33112/18/0723:47LL4198630 Benzo(g,h,i)peryleneND33112/18/0723:47LL4198630 Benzo(k)fluorantheneND33112/18/0723:47LL4198630 ChryseneND33112/18/0723:47LL4198630 Dibenz(a,h)anthraceneND33112/18/0723:47LL4198630 FluorantheneND33112/18/0723:47LL4198630 FluoreneND33112/18/0723:47LL4198630 Indeno(1,2,3-cd)pyreneND33112/18/0723:47LL4198630 NaphthaleneND33112/18/0723:47LL4198630 PhenanthreneND33112/18/0723:47LL4198630 PyreneND33112/18/0723:47LL4198630 Surr:2-Fluorobiphenyl80.3%15-140112/18/0723:47LL4198630 Surr:Nitrobenzene-d576.6%32-153112/18/0723:47LL4198630 Surr:Terphenyl-d1484.8%18-166112/18/0723:47LL4198630 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page49 12/21/20073:10:02PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP12@1.512/04/20070:0007120240-32 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/0712:44DY4189789 1,1,1-TrichloroethaneND5112/15/0712:44DY4189789 1,1,2,2-TetrachloroethaneND5112/15/0712:44DY4189789 1,1,2-TrichloroethaneND5112/15/0712:44DY4189789 1,1-DichloroethaneND5112/15/0712:44DY4189789 1,1-DichloroetheneND5112/15/0712:44DY4189789 1,1-DichloropropeneND5112/15/0712:44DY4189789 1,2,3-TrichlorobenzeneND5112/15/0712:44DY4189789 1,2,3-TrichloropropaneND5112/15/0712:44DY4189789 1,2,4-TrichlorobenzeneND5112/15/0712:44DY4189789 1,2,4-TrimethylbenzeneND5112/15/0712:44DY4189789 1,2-Dibromo-3-chloropropaneND5112/15/0712:44DY4189789 1,2-DibromoethaneND5112/15/0712:44DY4189789 1,2-DichlorobenzeneND5112/15/0712:44DY4189789 1,2-DichloroethaneND5112/15/0712:44DY4189789 1,2-DichloropropaneND5112/15/0712:44DY4189789 1,3,5-TrimethylbenzeneND5112/15/0712:44DY4189789 1,3-DichlorobenzeneND5112/15/0712:44DY4189789 1,3-DichloropropaneND5112/15/0712:44DY4189789 1,4-DichlorobenzeneND5112/15/0712:44DY4189789 2,2-DichloropropaneND5112/15/0712:44DY4189789 2-ButanoneND20112/15/0712:44DY4189789 2-ChloroethylvinyletherND10112/15/0712:44DY4189789 2-ChlorotolueneND5112/15/0712:44DY4189789 2-HexanoneND10112/15/0712:44DY4189789 4-ChlorotolueneND5112/15/0712:44DY4189789 4-IsopropyltolueneND5112/15/0712:44DY4189789 4-Methyl-2-pentanoneND10112/15/0712:44DY4189789 AcetoneND100112/15/0712:44DY4189789 AcrylonitrileND50112/15/0712:44DY4189789 BenzeneND5112/15/0712:44DY4189789 BromobenzeneND5112/15/0712:44DY4189789 BromochloromethaneND5112/15/0712:44DY4189789 BromodichloromethaneND5112/15/0712:44DY4189789 BromoformND5112/15/0712:44DY4189789 BromomethaneND10112/15/0712:44DY4189789 CarbondisulfideND5112/15/0712:44DY4189789 Carbon tetrachlorideND5112/15/0712:44DY4189789 ChlorobenzeneND5112/15/0712:44DY4189789 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page50 12/21/20073:10:02PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP12@1.512/04/20070:0007120240-32 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/0712:44DY4189789 ChloroformND5112/15/0712:44DY4189789 ChloromethaneND10112/15/0712:44DY4189789 DibromochloromethaneND5112/15/0712:44DY4189789 DibromomethaneND5112/15/0712:44DY4189789 DichlorodifluoromethaneND10112/15/0712:44DY4189789 DiisopropylEtherND10112/15/0712:44DY4189789 Ethyl tert-butyletherND5112/15/0712:44DY4189789 EthylbenzeneND5112/15/0712:44DY4189789 HexachlorobutadieneND5112/15/0712:44DY4189789 IsopropylbenzeneND5112/15/0712:44DY4189789 Methyl tert-butyletherND5112/15/0712:44DY4189789 MethylenechlorideND5112/15/0712:44DY4189789 NaphthaleneND5112/15/0712:44DY4189789 n-ButylbenzeneND5112/15/0712:44DY4189789 n-PropylbenzeneND5112/15/0712:44DY4189789 sec-ButylbenzeneND5112/15/0712:44DY4189789 StyreneND5112/15/0712:44DY4189789 t-ButylAlcoholND100112/15/0712:44DY4189789 tert-AmylmethyletherND5112/15/0712:44DY4189789 tert-ButylbenzeneND5112/15/0712:44DY4189789 TetrachloroetheneND5112/15/0712:44DY4189789 TolueneND5112/15/0712:44DY4189789 TrichloroetheneND5112/15/0712:44DY4189789 TrichlorofluoromethaneND5112/15/0712:44DY4189789 VinylacetateND5112/15/0712:44DY4189789 VinylchlorideND5112/15/0712:44DY4189789 cis-1,2-DichloroetheneND5112/15/0712:44DY4189789 cis-1,3-DichloropropeneND5112/15/0712:44DY4189789 m,p-XyleneND5112/15/0712:44DY4189789 o-XyleneND5112/15/0712:44DY4189789 trans-1,2-DichloroetheneND5112/15/0712:44DY4189789 trans-1,3-DichloropropeneND5112/15/0712:44DY4189789 1,2-Dichloroethene(total)ND5112/15/0712:44DY4189789 Xylenes,TotalND5112/15/0712:44DY4189789 Surr:1,2-Dichloroethane-d4101%41-155112/15/0712:44DY4189789 Surr:4-Bromofluorobenzene99.0%64-147112/15/0712:44DY4189789 Surr:Toluene-d8100%52-152112/15/0712:44DY4189789 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:57NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page51 12/21/20073:10:03PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP13@1.512/04/20070:0007120240-35 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method CHROMIUM,HEXAVALENTMCLM3500-CR-DUnits:mg/kg Chromium,HexavalentND0.4112/11/0713:00CMC4179754 DIESELRANGE ORGANICSMCLSW8015BUnits:mg/kg DieselRangeOrganicsND2112/14/0721:52NW4190512 MotorOil9.62112/14/0721:52NW4190512 Surr:n-Pentacosane92.9%20-154112/14/0721:52NW4190512 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200716:43QMT1.00 GASOLINERANGE ORGANICSMCLSW8015BUnits:mg/kg GasolineRangeOrganicsND0.1112/10/0720:36SFE4178047 Surr:1,4-Difluorobenzene100%63-142112/10/0720:36SFE4178047 Surr:4-Bromofluorobenzene88.7%50-159112/10/0720:36SFE4178047 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:58NM1.00 MERCURY,TOTALMCLSW7471AUnits:mg/kg MercuryND0.03112/11/0715:26EMB4179405 PrepMethodPrepDatePrep InitialsPrep Factor SW7471A12/11/200710:30EMB1.00 METALSBYMETHOD6020,TOTALMCLSW6020AUnits:mg/kg AntimonyND0.5112/15/076:44AL_H4190993 Arsenic1.260.5112/15/076:44AL_H4190993 Barium1420.5112/17/0723:36AL_H4193933 BerylliumND0.4112/18/0716:52H_W4195205 CadmiumND0.5112/15/076:44AL_H4190993 Chromium120.5112/15/076:44AL_H4190993 Cobalt6.750.5112/17/0723:36AL_H4193933 Copper13.50.5112/15/076:44AL_H4190993 Lead13.80.5112/17/0723:36AL_H4193933 Molybdenum0.6230.5112/17/0723:36AL_H4193933 Nickel120.5112/15/076:44AL_H4190993 SeleniumND0.5112/15/076:44AL_H4190993 SilverND0.5112/15/076:44AL_H4190993 ThalliumND0.5112/15/076:44AL_H4190993 Vanadium68.90.5112/15/076:44AL_H4190993 Zinc29.11112/15/076:44AL_H4190993 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page52 12/21/20073:10:05PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP13@1.512/04/20070:0007120240-35 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method PrepMethodPrepDatePrep InitialsPrep Factor SW3050B12/10/200711:45F_I1.00 SIMSEMIVOLATILES ORGANICSBYMETHOD8270CMCLSW8270CUnits:ug/kg 1-MethylnaphthaleneND33112/18/0723:15LL4198629 2-MethylnaphthaleneND33112/18/0723:15LL4198629 AcenaphtheneND33112/18/0723:15LL4198629 AcenaphthyleneND33112/18/0723:15LL4198629 AnthraceneND33112/18/0723:15LL4198629 Benz(a)anthraceneND33112/18/0723:15LL4198629 Benzo(a)pyreneND33112/18/0723:15LL4198629 Benzo(b)fluorantheneND33112/18/0723:15LL4198629 Benzo(g,h,i)peryleneND33112/18/0723:15LL4198629 Benzo(k)fluorantheneND33112/18/0723:15LL4198629 ChryseneND33112/18/0723:15LL4198629 Dibenz(a,h)anthraceneND33112/18/0723:15LL4198629 FluorantheneND33112/18/0723:15LL4198629 FluoreneND33112/18/0723:15LL4198629 Indeno(1,2,3-cd)pyreneND33112/18/0723:15LL4198629 NaphthaleneND33112/18/0723:15LL4198629 PhenanthreneND33112/18/0723:15LL4198629 PyreneND33112/18/0723:15LL4198629 Surr:2-Fluorobiphenyl67.7%15-140112/18/0723:15LL4198629 Surr:Nitrobenzene-d563.8%32-153112/18/0723:15LL4198629 Surr:Terphenyl-d1479.7%18-166112/18/0723:15LL4198629 PrepMethodPrepDatePrep InitialsPrep Factor SW3550B12/10/200713:53QMT1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page53 12/21/20073:10:05PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP13@1.512/04/20070:0007120240-35 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method VOLATILE ORGANICSBYMETHOD8260BMCLSW8260BUnits:ug/kg 1,1,1,2-TetrachloroethaneND5112/15/076:51DY4189735 1,1,1-TrichloroethaneND5112/15/076:51DY4189735 1,1,2,2-TetrachloroethaneND5112/15/076:51DY4189735 1,1,2-TrichloroethaneND5112/15/076:51DY4189735 1,1-DichloroethaneND5112/15/076:51DY4189735 1,1-DichloroetheneND5112/15/076:51DY4189735 1,1-DichloropropeneND5112/15/076:51DY4189735 1,2,3-TrichlorobenzeneND5112/15/076:51DY4189735 1,2,3-TrichloropropaneND5112/15/076:51DY4189735 1,2,4-TrichlorobenzeneND5112/15/076:51DY4189735 1,2,4-TrimethylbenzeneND5112/15/076:51DY4189735 1,2-Dibromo-3-chloropropaneND5112/15/076:51DY4189735 1,2-DibromoethaneND5112/15/076:51DY4189735 1,2-DichlorobenzeneND5112/15/076:51DY4189735 1,2-DichloroethaneND5112/15/076:51DY4189735 1,2-DichloropropaneND5112/15/076:51DY4189735 1,3,5-TrimethylbenzeneND5112/15/076:51DY4189735 1,3-DichlorobenzeneND5112/15/076:51DY4189735 1,3-DichloropropaneND5112/15/076:51DY4189735 1,4-DichlorobenzeneND5112/15/076:51DY4189735 2,2-DichloropropaneND5112/15/076:51DY4189735 2-ButanoneND20112/15/076:51DY4189735 2-ChloroethylvinyletherND10112/15/076:51DY4189735 2-ChlorotolueneND5112/15/076:51DY4189735 2-HexanoneND10112/15/076:51DY4189735 4-ChlorotolueneND5112/15/076:51DY4189735 4-IsopropyltolueneND5112/15/076:51DY4189735 4-Methyl-2-pentanoneND10112/15/076:51DY4189735 AcetoneND100112/15/076:51DY4189735 AcrylonitrileND50112/15/076:51DY4189735 BenzeneND5112/15/076:51DY4189735 BromobenzeneND5112/15/076:51DY4189735 BromochloromethaneND5112/15/076:51DY4189735 BromodichloromethaneND5112/15/076:51DY4189735 BromoformND5112/15/076:51DY4189735 BromomethaneND10112/15/076:51DY4189735 CarbondisulfideND5112/15/076:51DY4189735 Carbon tetrachlorideND5112/15/076:51DY4189735 ChlorobenzeneND5112/15/076:51DY4189735 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page54 12/21/20073:10:06PM TNTC-Toonumerous tocount HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 TP13@1.512/04/20070:0007120240-35 ClientSampleID:Collected:SPLSampleID: Site:Sacramento,CA ResultQUALRep.LimitDil. FactorDateAnalyzedAnalystSeq. # Analyses/Method ChloroethaneND10112/15/076:51DY4189735 ChloroformND5112/15/076:51DY4189735 ChloromethaneND10112/15/076:51DY4189735 DibromochloromethaneND5112/15/076:51DY4189735 DibromomethaneND5112/15/076:51DY4189735 DichlorodifluoromethaneND10112/15/076:51DY4189735 DiisopropylEtherND10112/15/076:51DY4189735 Ethyl tert-butyletherND5112/15/076:51DY4189735 EthylbenzeneND5112/15/076:51DY4189735 HexachlorobutadieneND5112/15/076:51DY4189735 IsopropylbenzeneND5112/15/076:51DY4189735 Methyl tert-butyletherND5112/15/076:51DY4189735 MethylenechlorideND5112/15/076:51DY4189735 NaphthaleneND5112/15/076:51DY4189735 n-ButylbenzeneND5112/15/076:51DY4189735 n-PropylbenzeneND5112/15/076:51DY4189735 sec-ButylbenzeneND5112/15/076:51DY4189735 StyreneND5112/15/076:51DY4189735 t-ButylAlcoholND100112/15/076:51DY4189735 tert-AmylmethyletherND5112/15/076:51DY4189735 tert-ButylbenzeneND5112/15/076:51DY4189735 TetrachloroetheneND5112/15/076:51DY4189735 TolueneND5112/15/076:51DY4189735 TrichloroetheneND5112/15/076:51DY4189735 TrichlorofluoromethaneND5112/15/076:51DY4189735 VinylacetateND5112/15/076:51DY4189735 VinylchlorideND5112/15/076:51DY4189735 cis-1,2-DichloroetheneND5112/15/076:51DY4189735 cis-1,3-DichloropropeneND5112/15/076:51DY4189735 m,p-XyleneND5112/15/076:51DY4189735 o-XyleneND5112/15/076:51DY4189735 trans-1,2-DichloroetheneND5112/15/076:51DY4189735 trans-1,3-DichloropropeneND5112/15/076:51DY4189735 1,2-Dichloroethene(total)ND5112/15/076:51DY4189735 Xylenes,TotalND5112/15/076:51DY4189735 Surr:1,2-Dichloroethane-d495.9%41-155112/15/076:51DY4189735 Surr:4-Bromofluorobenzene95.5%64-147112/15/076:51DY4189735 Surr:Toluene-d8101%52-152112/15/076:51DY4189735 PrepMethodPrepDatePrep InitialsPrep Factor SW5030B12/10/200710:59NM1.00 Qualifiers: ND/U-NotDetectedat theReportingLimit>MCL-ResultOverMaximumContaminationLimit(MCL) B/V-Analytedetectedin theassociatedMethodBlankD-SurrogateRecoveryUnreportabledue toDilution *-SurrogateRecoveryOutsideAdvisableQCLimits MI-Matrix Interference J-EstimatedValuebetweenMDLandPQL E-EstimatedValueexceedscalibrationcurve07120240Page55 12/21/20073:10:06PM TNTC-Toonumerous tocount QualityControlDocumentation 07120240Page56 12/21/20073:10:07PM HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:DieselRangeOrganicsWorkOrder:07120240 Method:SW8015BLabBatch ID:74023 MethodBlankSamples in AnalyticalBatch: HP_V_071214E-4190504 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/14/200718:26Analyst:NW07120240-01ATP1@2.0 PreparationDate:12/10/200716:43PrepBy:QMTMethodSW3550B07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 Diesel RangeOrganicsND2.0 07120240-16ATP6@1.5 MotorOilND2.0 Surr:n-Pentacosane75.320-154 07120240-19ATP7@1.5 07120240-22ATP8@1.5 07120240-24ATP9@1.5 07120240-26ATP10@1.5 07120240-29ATP11@1.5 07120240-32ATP12@1.5 07120240-35ATP13@1.5 LaboratoryControlSample(LCS) HP_V_071214E-4190505 RunID:Units:mg/kg AnalysisDate:12/14/200718:52Analyst:NW PreparationDate:12/10/200716:43PrepBy:QMTMethodSW3550B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit DieselRangeOrganics66.657.185.850150 Surr:n-Pentacosane1.661.5392.020154 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-01 HP_V_071214E-4190515 RunID:Units:mg/kg AnalysisDate:12/14/200723:35Analyst:NW PreparationDate:12/10/200716:43PrepBy:QMTMethodSW3550B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded MotorOil25766.632510266.62628.69*21.25021175 Surr:n-PentacosaneND1.66DD1.66DDD3020154 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page57 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:16PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:DieselRangeOrganicsWorkOrder:07120240 Method:SW8015BLabBatch ID:74023 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page58 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:17PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:GasolineRangeOrganicsWorkOrder:07120240 Method:SW8015BLabBatch ID:R221773 MethodBlankSamples in AnalyticalBatch: HP_R_071210A-4178027 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/10/200711:41Analyst:SFE07120240-01ATP1@2.0 PreparationDate:12/10/200711:41PrepBy:Method07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 Gasoline RangeOrganicsND0.10 07120240-16ATP6@1.5 Surr:1,4-Difluorobenzene99.763-142 Surr:4-Bromofluorobenzene102.050-159 07120240-19ATP7@1.5 07120240-22ATP8@1.5 07120240-24ATP9@1.5 07120240-26ATP10@1.5 07120240-29ATP11@1.5 07120240-32ATP12@1.5 07120240-35ATP13@1.5 LaboratoryControlSample(LCS) HP_R_071210A-4178025 RunID:Units:mg/kg AnalysisDate:12/10/200711:12Analyst:SFE PreparationDate:12/10/200711:12PrepBy:MethodSW5030B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit GasolineRangeOrganics1.000.88288.253137 Surr:1,4-Difluorobenzene0.03000.034911663142 Surr:4-Bromofluorobenzene0.03000.035311850159 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-24 HP_R_071210A-4178039 RunID:Units:mg/kg AnalysisDate:12/10/200717:04Analyst:SFE PreparationDate:12/10/200711:06PrepBy:NMMethodSW5030B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded GasolineRangeOrganicsND10.81980.710.69368.116.65036163 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page59 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:17PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:GasolineRangeOrganicsWorkOrder:07120240 Method:SW8015BLabBatch ID:R221773 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-24 HP_R_071210A-4178039 RunID:Units:mg/kg AnalysisDate:12/10/200717:04Analyst:SFE PreparationDate:12/10/200711:06PrepBy:NMMethodSW5030B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded Surr:1,4-DifluorobenzeneND0.030.03321110.030.03301100.6043063142 Surr:4-BromofluorobenzeneND0.030.03411140.030.03291103.583050159 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page60 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:17PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:VolatileOrganics byMethod8260BWorkOrder:07120240 Method:SW8260BLabBatch ID:R222201 MethodBlankSamples in AnalyticalBatch: MSDVOA2_071214D-4187384 RunID:Units:ug/kg LabSample IDClientSample ID AnalysisDate:12/14/200721:07Analyst:DY07120240-01ATP1@2.0 PreparationDate:12/14/200721:07PrepBy:Method07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 1,1,1,2-TetrachloroethaneND5.0 07120240-35ATP13@1.5 1,1,1-TrichloroethaneND5.0 1,1,2,2-TetrachloroethaneND5.0 1,1,2-TrichloroethaneND5.0 1,1-DichloroethaneND5.0 1,1-DichloroetheneND5.0 1,1-DichloropropeneND5.0 1,2,3-TrichlorobenzeneND5.0 1,2,3-TrichloropropaneND5.0 1,2,4-TrichlorobenzeneND5.0 1,2,4-TrimethylbenzeneND5.0 1,2-Dibromo-3-chloropropaneND5.0 1,2-DibromoethaneND5.0 1,2-DichlorobenzeneND5.0 1,2-DichloroethaneND5.0 1,2-DichloropropaneND5.0 1,3,5-TrimethylbenzeneND5.0 1,3-DichlorobenzeneND5.0 1,3-DichloropropaneND5.0 1,4-DichlorobenzeneND5.0 2,2-DichloropropaneND5.0 2-ButanoneND20 2-ChloroethylvinyletherND10 2-ChlorotolueneND5.0 2-HexanoneND10 4-ChlorotolueneND5.0 4-IsopropyltolueneND5.0 4-Methyl-2-pentanoneND10 AcetoneND100 AcrylonitrileND50 BenzeneND5.0 BromobenzeneND5.0 BromochloromethaneND5.0 BromodichloromethaneND5.0 BromoformND5.0 BromomethaneND10 CarbondisulfideND5.0 Carbon tetrachlorideND5.0 ChlorobenzeneND5.0 ChloroethaneND10 ChloroformND5.0 ChloromethaneND10 DibromochloromethaneND5.0 DibromomethaneND5.0 DichlorodifluoromethaneND10 DiisopropylEtherND10 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page61 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:18PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:VolatileOrganics byMethod8260BWorkOrder:07120240 Method:SW8260BLabBatch ID:R222201 MethodBlank MSDVOA2_071214D-4187384 RunID:Units:ug/kg AnalysisDate:12/14/200721:07Analyst:DY PreparationDate:12/14/200721:07PrepBy:Method AnalyteResultRepLimit Ethyl tert-butyletherND5.0 EthylbenzeneND5.0 HexachlorobutadieneND5.0 IsopropylbenzeneND5.0 Methyl tert-butyletherND5.0 MethylenechlorideND5.0 NaphthaleneND5.0 n-ButylbenzeneND5.0 n-PropylbenzeneND5.0 sec-ButylbenzeneND5.0 StyreneND5.0 t-ButylAlcoholND100 tert-AmylmethyletherND5.0 tert-ButylbenzeneND5.0 TetrachloroetheneND5.0 TolueneND5.0 TrichloroetheneND5.0 TrichlorofluoromethaneND5.0 VinylacetateND5.0 VinylchlorideND5.0 cis-1,2-DichloroetheneND5.0 cis-1,3-DichloropropeneND5.0 m,p-XyleneND5.0 o-XyleneND5.0 trans-1,2-DichloroetheneND5.0 trans-1,3-DichloropropeneND5.0 1,2-Dichloroethene(total)ND5.0 Xylenes,TotalND5.0 Surr:1,2-Dichloroethane-d497.441-155 Surr:4-Bromofluorobenzene99.264-147 Surr:Toluene-d8100.152-152 LaboratoryControlSample(LCS) MSDVOA2_071214D-41873 RunID:Units:ug/kg AnalysisDate:12/14/200720:23Analyst:DY PreparationDate:12/14/200720:23PrepBy:MethodSW5030B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit 1,1-Dichloroethene20.017.587.370130 Benzene20.020.610370130 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page62 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:18PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:VolatileOrganics byMethod8260BWorkOrder:07120240 Method:SW8260BLabBatch ID:R222201 LaboratoryControlSample(LCS) MSDVOA2_071214D-41873 RunID:Units:ug/kg AnalysisDate:12/14/200720:23Analyst:DY PreparationDate:12/14/200720:23PrepBy:MethodSW5030B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Chlorobenzene20.021.410770130 Toluene20.021.210665140 Trichloroethene20.021.410770130 Surr:1,2-Dichloroethane-d450.049.398.541155 Surr:4-Bromofluorobenzene50.049.799.564147 Surr:Toluene-d850.049.899.652152 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-35 MSDVOA2_071214D-41897 RunID:Units:ug/kg AnalysisDate:12/15/200714:11Analyst:DY PreparationDate:12/15/200711:34PrepBy:DYMethodSW5030B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded 1,1-DichloroetheneND2024.11212023.71181.883542155 BenzeneND2022.31122022.01101.653341154 ChlorobenzeneND2021.71082021.31061.683123144 TolueneND2023.31172022.91151.793650151 TrichloroetheneND2021.71082021.51080.7184155149 Surr:1,2-Dichloroethane-d4ND5049.498.85048.897.71.133041155 Surr:4-BromofluorobenzeneND5049.598.95050.21001.443064147 Surr:Toluene-d8ND5049.999.85049.999.70.08123052152 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page63 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:18PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:VolatileOrganics byMethod8260BWorkOrder:07120240 Method:SW8260BLabBatch ID:R222350 MethodBlankSamples in AnalyticalBatch: MSDVOA2_071215A-4189743 RunID:Units:ug/kg LabSample IDClientSample ID AnalysisDate:12/15/20079:48Analyst:DY07120240-16ATP6@1.5 PreparationDate:12/15/20079:48PrepBy:Method07120240-19ATP7@1.5 07120240-22ATP8@1.5 07120240-24ATP9@1.5 AnalyteResultRepLimit 07120240-26ATP10@1.5 1,1,1,2-TetrachloroethaneND5.0 07120240-29ATP11@1.5 1,1,1-TrichloroethaneND5.0 1,1,2,2-TetrachloroethaneND5.0 07120240-32ATP12@1.5 1,1,2-TrichloroethaneND5.0 1,1-DichloroethaneND5.0 1,1-DichloroetheneND5.0 1,1-DichloropropeneND5.0 1,2,3-TrichlorobenzeneND5.0 1,2,3-TrichloropropaneND5.0 1,2,4-TrichlorobenzeneND5.0 1,2,4-TrimethylbenzeneND5.0 1,2-Dibromo-3-chloropropaneND5.0 1,2-DibromoethaneND5.0 1,2-DichlorobenzeneND5.0 1,2-DichloroethaneND5.0 1,2-DichloropropaneND5.0 1,3,5-TrimethylbenzeneND5.0 1,3-DichlorobenzeneND5.0 1,3-DichloropropaneND5.0 1,4-DichlorobenzeneND5.0 2,2-DichloropropaneND5.0 2-ButanoneND20 2-ChloroethylvinyletherND10 2-ChlorotolueneND5.0 2-HexanoneND10 4-ChlorotolueneND5.0 4-IsopropyltolueneND5.0 4-Methyl-2-pentanoneND10 AcetoneND100 AcrylonitrileND50 BenzeneND5.0 BromobenzeneND5.0 BromochloromethaneND5.0 BromodichloromethaneND5.0 BromoformND5.0 BromomethaneND10 CarbondisulfideND5.0 Carbon tetrachlorideND5.0 ChlorobenzeneND5.0 ChloroethaneND10 ChloroformND5.0 ChloromethaneND10 DibromochloromethaneND5.0 DibromomethaneND5.0 DichlorodifluoromethaneND10 DiisopropylEtherND10 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page64 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:19PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:VolatileOrganics byMethod8260BWorkOrder:07120240 Method:SW8260BLabBatch ID:R222350 MethodBlank MSDVOA2_071215A-4189743 RunID:Units:ug/kg AnalysisDate:12/15/20079:48Analyst:DY PreparationDate:12/15/20079:48PrepBy:Method AnalyteResultRepLimit Ethyl tert-butyletherND5.0 EthylbenzeneND5.0 HexachlorobutadieneND5.0 IsopropylbenzeneND5.0 Methyl tert-butyletherND5.0 MethylenechlorideND5.0 NaphthaleneND5.0 n-ButylbenzeneND5.0 n-PropylbenzeneND5.0 sec-ButylbenzeneND5.0 StyreneND5.0 t-ButylAlcoholND100 tert-AmylmethyletherND5.0 tert-ButylbenzeneND5.0 TetrachloroetheneND5.0 TolueneND5.0 TrichloroetheneND5.0 TrichlorofluoromethaneND5.0 VinylacetateND5.0 VinylchlorideND5.0 cis-1,2-DichloroetheneND5.0 cis-1,3-DichloropropeneND5.0 m,p-XyleneND5.0 o-XyleneND5.0 trans-1,2-DichloroetheneND5.0 trans-1,3-DichloropropeneND5.0 1,2-Dichloroethene(total)ND5.0 Xylenes,TotalND5.0 Surr:1,2-Dichloroethane-d487.441-155 Surr:4-Bromofluorobenzene103.864-147 Surr:Toluene-d8100.152-152 LaboratoryControlSample(LCS) MSDVOA2_071215A-41897 RunID:Units:ug/kg AnalysisDate:12/15/20079:05Analyst:DY PreparationDate:12/15/20079:05PrepBy:MethodSW5030B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit 1,1-Dichloroethene20.017.989.770130 Benzene20.021.410770130 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page65 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:19PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:VolatileOrganics byMethod8260BWorkOrder:07120240 Method:SW8260BLabBatch ID:R222350 LaboratoryControlSample(LCS) MSDVOA2_071215A-41897 RunID:Units:ug/kg AnalysisDate:12/15/20079:05Analyst:DY PreparationDate:12/15/20079:05PrepBy:MethodSW5030B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Chlorobenzene20.021.510770130 Toluene20.021.610865140 Trichloroethene20.021.710870130 Surr:1,2-Dichloroethane-d450.048.396.741155 Surr:4-Bromofluorobenzene50.049.899.764147 Surr:Toluene-d850.049.999.852152 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120334-35 MSDVOA2_071215A-41897 RunID:Units:ug/kg-dry AnalysisDate:12/15/200713:27Analyst:DY PreparationDate:12/08/200715:30PrepBy:DYMethodSW5030B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded 1,1-DichloroetheneND21.526.212221.525.41183.083542155 BenzeneND21.525.611121.525.21091.513341154 ChlorobenzeneND21.522.810621.522.01023.733123144 TolueneND21.524.511221.524.51120.03513650151 TrichloroetheneND21.523.210821.522.61052.614155149 Surr:1,2-Dichloroethane-d4ND53.755.710453.751.996.77.043041155 Surr:4-BromofluorobenzeneND53.756.310553.753.91004.333064147 Surr:Toluene-d8ND53.754.110153.755.01021.673052152 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page66 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:20PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Metals byMethod6020,TotalWorkOrder:07120240 Method:SW6020ALabBatch ID:74006A-I MethodBlankSamples in AnalyticalBatch: ICPMS_071217A-4193901 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/17/200721:34Analyst:AL_H07120240-01ATP1@2.0 PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 BariumND0.5 07120240-16ATP6@1.5 CobaltND0.5 LeadND0.5 07120240-19ATP7@1.5 MolybdenumND0.5 07120240-22ATP8@1.5 07120240-24ATP9@1.5 07120240-26ATP10@1.5 07120240-29ATP11@1.5 07120240-32ATP12@1.5 07120240-35ATP13@1.5 LaboratoryControlSample(LCS) ICPMS_071217A-4193902 RunID:Units:mg/kg AnalysisDate:12/17/200721:39Analyst:AL_H PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Barium156.0173.0110.982119 Cobalt68.6072.47105.682118 Lead76.8082.43107.381120 Molybdenum58.4061.83105.979121 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120309-01 ICPMS_071217A-4193904 RunID:Units:mg/kg-dry AnalysisDate:12/17/200721:49Analyst:AL_H PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page67 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:21PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Metals byMethod6020,TotalWorkOrder:07120240 Method:SW6020ALabBatch ID:74006A-I MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120309-01 ICPMS_071217A-4193904 RunID:Units:mg/kg-dry AnalysisDate:12/17/200721:49Analyst:AL_H PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded Barium7.39011.0318.85103.911.0319.74112.04.6302075125 CobaltND11.0311.1198.3511.0310.8395.832.5342075125 Lead2.74211.0314.07102.711.0314.17103.60.70292075125 MolybdenumND11.0310.2291.4811.039.96089.122.5802075125 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page68 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:21PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Metals byMethod6020,TotalWorkOrder:07120240 Method:SW6020ALabBatch ID:74006C-I MethodBlankSamples in AnalyticalBatch: ICPMS_071218A-4195189 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/18/200715:32Analyst:H_W07120240-01ATP1@2.0 PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 BerylliumND0.4 07120240-16ATP6@1.5 07120240-19ATP7@1.5 07120240-22ATP8@1.5 07120240-24ATP9@1.5 07120240-26ATP10@1.5 07120240-29ATP11@1.5 07120240-32ATP12@1.5 07120240-35ATP13@1.5 LaboratoryControlSample(LCS) ICPMS_071218A-4195190 RunID:Units:mg/kg AnalysisDate:12/18/200715:37Analyst:H_W PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Beryllium143.0155.9109.082118 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120309-01 ICPMS_071218A-4196043 RunID:Units:mg/kg-dry AnalysisDate:12/18/200717:12Analyst:H_W PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded BerylliumND11.0310.6794.9711.0310.4192.622.4602075125 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page69 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:21PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Metals byMethod6020,TotalWorkOrder:07120240 Method:SW6020ALabBatch ID:74006-I MethodBlankSamples in AnalyticalBatch: ICPMS_071214A-4190969 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/15/20074:38Analyst:AL_H07120240-01ATP1@2.0 PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 AntimonyND0.5 07120240-16ATP6@1.5 ArsenicND0.5 CadmiumND0.5 07120240-19ATP7@1.5 ChromiumND0.5 07120240-22ATP8@1.5 CopperND0.5 07120240-24ATP9@1.5 NickelND0.5 SeleniumND0.5 07120240-26ATP10@1.5 SilverND0.5 07120240-29ATP11@1.5 ThalliumND0.5 07120240-32ATP12@1.5 VanadiumND0.5 ZincND1 07120240-35ATP13@1.5 LaboratoryControlSample(LCS) ICPMS_071214A-4190970 RunID:Units:mg/kg AnalysisDate:12/15/20074:44Analyst:AL_H PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Antimony77.5073.4294.7430223 Arsenic80.9087.81108.579121 Cadmium233.0252.7108.581119 Chromium60.8062.19102.378121 Copper131.0136.3104.079118 Nickel49.6052.52105.981119 Selenium82.9091.33110.276124 Silver80.0088.50110.661139 Thallium158.0176.7111.876125 Vanadium72.4072.2999.8571128 Zinc116.0125.9108.578122 PostDigestionSpike(PDS) /PostDigestionSpikeDuplicate(PDSD) SampleSpiked:07120309-01 ICPMS_071214A-4190975 RunID:Units:mg/kg-dry AnalysisDate:12/15/20075:10Analyst:AL_H Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page70 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:22PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Metals byMethod6020,TotalWorkOrder:07120240 Method:SW6020ALabBatch ID:74006-I AnalyteSamplePDSPDSPDS%PDSDPDSDPDSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded AntimonyND11.0309.76787.6311.0309.98789.622.2222075125 SeleniumND11.0308.73277.6211.0308.97379.812.7292075125 Vanadium9.7511.03020.92101.311.03021.2103.81.3092075125 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120309-01 ICPMS_071214A-4190972 RunID:Units:mg/kg-dry AnalysisDate:12/15/20074:54Analyst:AL_H PreparationDate:12/10/200711:45PrepBy:F_IMethodSW3050B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded AntimonyND11.035.60649.90*11.035.39447.98*3.8512075125 ArsenicND11.0310.0887.1711.039.68883.653.9292075125 CadmiumND11.0310.8097.1211.0310.7496.630.50192075125 Chromium4.75411.0315.3195.7011.0316.28104.56.1452075125 CopperND11.0310.3391.0411.0310.3891.480.46872075125 Nickel1.40611.0312.0196.1511.0312.3699.352.8962075125 SeleniumND11.038.68077.1511.038.05371.47*7.4882075125 SilverND11.0311.0199.8511.0311.15101.11.2442075125 ThalliumND11.0312.14109.011.0312.00107.71.1882075125 Vanadium9.74611.0317.2067.54*11.0318.0074.84*4.5752075125 ZincND11.0310.3088.6111.0310.2488.070.58002075125 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page71 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:23PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Mercury,TotalWorkOrder:07120240 Method:SW7471ALabBatch ID:74048 MethodBlankSamples in AnalyticalBatch: HGLD_071211A-4179387 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/11/200714:43Analyst:EMB07120240-01ATP1@2.0 PreparationDate:12/11/200710:30PrepBy:EMBMethodSW7471A07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 MercuryND0.03 07120240-16ATP6@1.5 07120240-19ATP7@1.5 07120240-22ATP8@1.5 07120240-24ATP9@1.5 07120240-26ATP10@1.5 07120240-29ATP11@1.5 07120240-32ATP12@1.5 07120240-35ATP13@1.5 LaboratoryControlSample(LCS) HGLD_071211A-4179388 RunID:Units:mg/kg AnalysisDate:12/11/200714:45Analyst:EMB PreparationDate:12/11/200710:30PrepBy:EMBMethodSW7471A AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Mercury3.6003.35993.3268132 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-01 HGLD_071211A-4179390 RunID:Units:mg/kg AnalysisDate:12/11/200714:50Analyst:EMB PreparationDate:12/11/200710:30PrepBy:EMBMethodSW7471A AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded MercuryND0.30.3194100.80.30.308697.223.4572075125 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page72 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:23PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:SIMSemivolatilesOrganics byMethod8270CWorkOrder:07120240 Method:SW8270CLabBatch ID:74007 MethodBlankSamples in AnalyticalBatch: S_071218C-4199064 RunID:Units:ug/kg LabSample IDClientSample ID AnalysisDate:12/18/200721:40Analyst:LL07120240-01ATP1@2.0 PreparationDate:12/10/200713:53PrepBy:QMTMethodSW3550B07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit 07120240-13ATP5@1.5 1-MethylnaphthaleneND33 07120240-16ATP6@1.5 2-MethylnaphthaleneND33 AcenaphtheneND33 07120240-19ATP7@1.5 AcenaphthyleneND33 07120240-22ATP8@1.5 AnthraceneND33 07120240-24ATP9@1.5 Benz(a)anthraceneND33 Benzo(a)pyreneND33 07120240-26ATP10@1.5 Benzo(b)fluorantheneND33 07120240-29ATP11@1.5 Benzo(g,h,i)peryleneND33 07120240-32ATP12@1.5 Benzo(k)fluorantheneND33 ChryseneND33 07120240-35ATP13@1.5 Dibenz(a,h)anthraceneND33 FluorantheneND33 FluoreneND33 Indeno(1,2,3-cd)pyreneND33 NaphthaleneND33 PhenanthreneND33 PyreneND33 Surr:2-Fluorobiphenyl109.315-140 Surr: Nitrobenzene-d598.532-153 Surr:Terphenyl-d14112.618-166 LaboratoryControlSample(LCS) S_071218C-4199062 RunID:Units:ug/kg AnalysisDate:12/18/200721:08Analyst:LL PreparationDate:12/10/200713:53PrepBy:QMTMethodSW3550B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit 1-Methylnaphthalene66.058.989.330160 2-Methylnaphthalene66.056.585.645135 Acenaphthene66.059.089.330160 Acenaphthylene66.057.687.310150 Anthracene66.059.790.427133 Benz(a)anthracene66.058.288.233143 Benzo(a)pyrene66.056.084.917163 Benzo(b)fluoranthene66.055.484.024159 Benzo(g,h,i)perylene66.060.691.810219 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page73 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:24PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:SIMSemivolatilesOrganics byMethod8270CWorkOrder:07120240 Method:SW8270CLabBatch ID:74007 LaboratoryControlSample(LCS) S_071218C-4199062 RunID:Units:ug/kg AnalysisDate:12/18/200721:08Analyst:LL PreparationDate:12/10/200713:53PrepBy:QMTMethodSW3550B AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Benzo(k)fluoranthene66.056.786.011162 Chrysene66.058.388.317168 Dibenz(a,h)anthracene66.058.288.110227 Fluoranthene66.064.197.126137 Fluorene66.060.090.935135 Indeno(1,2,3-cd)pyrene66.058.889.110171 Naphthalene66.057.787.521133 Phenanthrene66.058.588.735135 Pyrene66.059.790.526127 Surr:2-Fluorobiphenyl66.06293.915140 Surr:Nitrobenzene-d566.056.986.232153 Surr:Terphenyl-d1466.058.688.718166 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-01 S_071219B-4198675 RunID:Units:ug/kg AnalysisDate:12/20/20072:28Analyst:LL PreparationDate:12/10/200713:53PrepBy:QMTMethodSW3550B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded 1-MethylnaphthaleneND66DD66DDD6030160 2-MethylnaphthaleneND66DD66DDD6045135 AcenaphtheneND6639.259.46646.069.716.03130160 AcenaphthyleneND6637.957.46644.267.015.55010150 AnthraceneND66DD66DDD5027133 Benz(a)anthraceneND6650.376.16651.678.32.725033143 Benzo(a)pyreneND6640.661.66647.572.015.66017163 Benzo(b)fluorantheneND6646.670.66651.778.410.46024159 Benzo(g,h,i)peryleneND66DD66DDD6010219 Benzo(k)fluorantheneND6644.467.26650.075.812.06011162 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page74 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:24PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:SIMSemivolatilesOrganics byMethod8270CWorkOrder:07120240 Method:SW8270CLabBatch ID:74007 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-01 S_071219B-4198675 RunID:Units:ug/kg AnalysisDate:12/20/20072:28Analyst:LL PreparationDate:12/10/200713:53PrepBy:QMTMethodSW3550B AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded ChryseneND6647.572.06654.782.813.96017168 Dibenz(a,h)anthraceneND66DD66DDD6010227 FluorantheneND6648.072.76656.886.016.86026137 FluoreneND6639.559.96647.872.519.06035135 Indeno(1,2,3-cd)pyreneND66DD66DDD6010171 NaphthaleneND6638.959.06642.564.48.686021133 PhenanthreneND6643.465.86653.781.421.26035135 PyreneND6663.996.86670.710710.13126127 Surr:2-FluorobiphenylND6642.864.96646.870.98.783015140 Surr:Nitrobenzene-d5ND663857.66642.764.711.63032153 Surr:Terphenyl-d14ND6647.271.56655.584.116.33018166 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page75 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:24PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Chromium,HexavalentWorkOrder:07120240 Method:M3500-Cr-DLabBatch ID:R221861 MethodBlankSamples in AnalyticalBatch: WET_071211N-4179734 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/11/200713:00Analyst:CMC07120240-01ATP1@2.0 07120240-04ATP2@2.0 07120240-07ATP3@2.0 07120240-10ATP4@1.5 AnalyteResultRepLimit Chromium,HexavalentND0.40 LaboratoryControlSample(LCS) WET_071211N-4179735 RunID:Units:mg/kg AnalysisDate:12/11/200713:00Analyst:CMC AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Chromium,Hexavalent2.5002.43197.2480120 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-01 WET_071211N-4179739 RunID:Units:mg/kg AnalysisDate:12/11/200713:00Analyst:CMC AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded Chromium,HexavalentND2.52.48699.442.52.48699.4402080120 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page76 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:25PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 QualityControlReport (713)660-0901 NicholsConsultingEngineers,Chtd. TruckeeColdStream Analysis:Chromium,HexavalentWorkOrder:07120240 Method:M3500-Cr-DLabBatch ID:R221861A MethodBlankSamples in AnalyticalBatch: WET_071211N-4179734 RunID:Units:mg/kg LabSample IDClientSample ID AnalysisDate:12/11/200713:00Analyst:CMC07120240-13ATP5@1.5 07120240-16ATP6@1.5 07120240-19ATP7@1.5 07120240-22ATP8@1.5 AnalyteResultRepLimit 07120240-24ATP9@1.5 Chromium,HexavalentND0.40 07120240-26ATP10@1.5 07120240-29ATP11@1.5 07120240-32ATP12@1.5 07120240-35ATP13@1.5 LaboratoryControlSample(LCS) WET_071211N-4179735 RunID:Units:mg/kg AnalysisDate:12/11/200713:00Analyst:CMC AnalyteSpikeResultPercentLowerUpper AddedRecoveryLimitLimit Chromium,Hexavalent2.5002.43197.2480120 MatrixSpike(MS) / MatrixSpikeDuplicate(MSD) SampleSpiked:07120240-35 WET_071211N-4179755 RunID:Units:mg/kg AnalysisDate:12/11/200713:00Analyst:CMC AnalyteSampleMSMSMS%MSDMSDMSD%RPDRPDLowHigh ResultSpikeResultRecoverySpikeResultRecoveryLimitLimitLimit AddedAdded Chromium,HexavalentND2.52.48699.442.52.50099.990.55362080120 Qualifiers: ND/U-NotDetectedat theReportingLimitMI-Matrix Interference B/V-Analytedetectedin theassociatedMethodBlankD-RecoveryUnreportabledue toDilution J-EstimatedvaluebetweenMDLandPQL*-RecoveryOutsideAdvisableQCLimits E-EstimatedValueexceedscalibrationcurve N/C-NotCalculated-Sampleconcentrationisgreater than4 times theamountofspikeadded.Controllimitsdonotapply. TNTC-Toonumerous tocount07120240Page77 QCresultspresentedon theQCSummaryReporthavebeenrounded.RPDandpercentrecoveryvalues 12/21/20073:10:26PM calculatedby theSPLLIMSsystemarederivedfromQCdataprior to theapplicationofroundingrules. SampleReceiptChecklist And ChainofCustody 07120240Page78 12/21/20073:10:26PM HOUSTON LABORATORY 8880 INTERCHANGEDRIVE HOUSTON,TX77054 (713)660-0901 SampleReceiptChecklist 07120240ERH Workorder:ReceivedBy: 12/6/200710:00:00AMFedex-StandardOvernight DateandTimeReceived:Carriername: Chilledby: 5.0°CWater Ice Temperature: Shippingcontainer/cooler in good condition? 1. YesNoNotPresent Custodyseals intact on shipppingcontainer/cooler? YesNoNotPresent 2. Custodyseals intact on sample bottles? YesNoNotPresent 3. Chain ofcustody present? 4. YesNo Chain ofcustodysignedwhenrelinquishedandreceived? YesNo 5. Chain ofcustodyagreeswithsample labels? 6. YesNo Samples in propercontainer/bottle? YesNo 7. Samplecontainers intact? YesNo 8. Sufficientsamplevolumefor indicatedtest? 9. YesNo Allsamplesreceivedwithin holding time? YesNo 10. AllsampleswerereceivedexpiredforHexavalentChromium. Container/TempBlanktemperature in compliance? YesNo 11. Water-VOAvials havezero headspace? 12. YesNoVOAVialsNotPresent Water-Preservationchecked uponreceipt(exceptVOA*)? YesNoNotApplicable 13. *VOAPreservationCheckedAfterSampleAnalysis SPLRepresentative:ContactDate&Time: Cardenas,Erica12/7/2007 ClientNameContacted: MikeLeacox NonConformance FW-71-96analysisnotloggedinperE.C. Issues: Client Instructions: EmailedMike tofindoutwhat FW-71-96was.HerepliedbackandsaiditwasHexavalentChromium. I lethimknow the sampleswerereceivedoutside theholding timefor thisanalysis. 07120240Page79 12/21/20073:10:27PM ßØÞÎ ÐÐÛÒÜ×È ×ÑÔÑÙ×ÝßÔ ÛÍÑËÎÝÛÍ éÛÙÊÛÏ×ÎÈÍöÓÉÔåÓÐØÐÓÖ×íÖÖÓÙ×éÌ×ÙÓ×ÉðÓÉÈìÛÕ×ÍÖ çÎÓÈ×ØéÈÛÈ×Éø×ÌÛÊÈÏ×ÎÈÍÖ ÈÔ×óÎÈ×ÊÓÍÊ öóéôûîøåóðøðóö÷é÷êæóù÷ éÛÙÊÛÏ×ÎÈÍöÓÉÔÛÎØåÓÐØÐÓÖ×íÖÖÓÙ× éÛÙÊÛÏ×ÎÈÍùÛÐÓÖÍÊÎÓÛ ûÌÊÓÐ øÍÙÇÏ×ÎÈîÇÏÚ×Ê ò×ÛÎÎ×ÈÈ×íÅ×Î ìïù ìÊÍÉÌ×ÙÈìÛÊÑøÊÓÆ×éÇÓÈ× êÛÎÙÔÍùÍÊØÍÆÛùû éÇÚÒ×ÙÈéÌ×ÙÓ×ÉðÓÉÈÖÍÊùÍÐØéÈÊ×ÛÏìÊÍÒ×ÙÈèÍÅÎÍÖèÊÇÙÑ×× ø×ÛÊïÓÉÉ å×ÛÊ×É×ÎØÓÎÕÈÔÓÉÍÖÖÓÙÓÛÐÉÌ×ÙÓ×ÉÐÓÉÈÓÎÊ×ÉÌÍÎÉ×ÈÍÃÍÇÊûÌÊÓÐ ÚÍÇÈ ×ÎØÛÎÕ×Ê×ØÛÎØÈÔÊ×ÛÈ×Î×ØÉÌ×ÙÓ×ÉèÔ×ÐÓÉÈÙÍÆ×ÊÉÈÔ×ùÛÐÓÖÍÊÎÓÛÙÍÇÎÈÓ×ÉÛÎØ ÍÊçéõ×ÍÐÍÕÓÙÛÐ éÇÊÆ×Ã£ÏÓÎÇÈ×ËÇÛØÍÊËÇÛØÉÃÍÇÊ×ËÇ×ÉÈ×Ø íÇÊØÛÈÛÚÛÉ×ÅÛÉØ×Æ×ÐÍÌ×ØÌÊÓÏÛÊÓÐÃÈÍÛÉÉÓÉÈö×Ø×ÊÛÐÛÕ×ÎÙÓ×ÉÈÔÛÈÛÊ×ÙÍÎÉÇÐÈÓÎÕÅÓÈÔÇÉèÔ×Ê×ÖÍÊ× ÛÎØÛÐÉÍÍÎ×ÉÈÔÛÈÏÛÃ ÍÇÊÐÓÉÈÉÓÎÙÐÇØ×ÛÐÐÍÖÈÔ×É×ÎÉÓÈÓÆ×ÉÌ×ÙÓ×ÉÈÔÛÈÔÛÆ×Ú××ÎÖÍÇÎØÓÎÛÙ×ÊÈÛÓÎÛÊ×Û Ú×ÛÖÖ×ÙÈ×ØÚÃÌÊÍÒ×ÙÈÉÓÎÈÔ×ÛÊ×Û öÍÊ×ÄÛÏÌÐ×ÛÖÓÉÔÏÛÃÚ×ÍÎÈÔ×ÐÓÉÈÖÍÊÛËÇÛØÓÖÓÈÐÓÆ×É ÉÍÏ×ÅÔ×Ê×ØÍÅÎÉÈÊ×ÛÏÖÊÍÏÈÔÛÈËÇÛØúÓÊØÉÛÊ×ÓÎÙÐÇØ×Ø×Æ×ÎÓÖÈÔ×ÃÍÎÐÃÏÓÕÊÛÈ×ÈÔÊÍÇÕÔÛÎÛÊ×ÛóÎ 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