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Ceres Trunk Rehabilitation and Reliability [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] 038-022-011 038-022-009 038-021-031 038-022-013 038-021-028 038-021-024 038-021-030 038-021-029 038-022-012 038-022-014 038-019-037 038-021-019 038-022-007 038-021-009 038-021-022 038-020-023 038-032-002 038-032-039 038-021-007 038-002-008 038-020-025 038-021-021 038-020-02 038-021-008 038-021-012 038-031-068 038-031-001 038-020-001 038-031-002 038-033-011 038-031-045 038-021-027 038-032-040 038-022-002 038-031-003 038-022-001 038-032-00 038-022-003 038-020-00 038-033-012 038-031-042 038-031-041 038-020-002 038-020-019 038-033-005 038-033-004 038-020-01 038-020-003 038-020-017 038-020-020 038-033-003 038-002-00 038-031-046 37-036-003 038-021-018 37-036-003 ZEFF RD CROWS LANDING RD HWY 99 (OFF RAMP) S PECOS AVE PUEBLO AVE HWY 99 (ON RAMP) N HWY 99 (ON RAMP) HWY 99 (OFF RAMP) N BLANKENBURG AVE HWY 99 HWY 99 Legend Ex. MHs !.Ex. Ceres MHs Ex. Ceres Trunk (24" RCP) Ex. Sewer_Lines Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, i-cubed, Geographics, CNES/Airbus DS, USDA, USGS, AEX, Statement of Qualifications Prepared for City of Modesto September 11, 2015 PRELIMINARY DESIGN REPORT ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Prepared for City of Modesto, California September 11, 2015 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 201 North Civic Drive, Suite 115 Walnut Creek, CA 94596 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Prepared for City of Modesto, California September 11, 2015 BC Project No. 147182 Engineer in Responsible Charge: Christopher Peters CA P.E. C69669, Exp. 6/30/2016 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- iii Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Table of Contents List of Figures v List of Tables v List of Abbreviations vii 1. Introduction 1-1 1.1 1-1 1.2 Summary of Work and 1-4 1.1.1 Data Collection and Review 1-4 1.1.2 Alternatives Evaluation 1-4 1.1.3 Preliminary Design Report 1-4 1.3 Authorization 1-5 2. Condition Assessment 2-1 2.1 Field Investigation 2-1 2.1.1 CCTV Field Data Collection 2-1 2.1.2 Manhole Field Collection Data 2-2 2.1.3 Sewer Defect Grades 2-3 2.1.4 Pipeline Structural and O&M Condition Ratings 2-4 2.1.5 Manhole Condition Ratings 2-5 2.2 Ceres Trunk Condition Assessment Results 2-6 2.2.1 Ceres Trunk Pipe 2-6 2.2.2 Ceres Trunk Manholes 2-8 2.2.3 Conclusion and Recommendations 2-8 3. Lining Materials and Rehabilitation Methods 3-1 3.1 Ceres Trunk Pipes 3-2 3.1.1 Cured-In-Place Pipe (CIPP) – Gravity Rated 3-2 3.1.2 Spiral Wound PVC with Steel Embedment (SPR EX) 3-3 3.1.3 Conclusions 3-4 3.2 Ceres Trunk Manholes 3-5 3.2.1 Epoxy Coating 3-5 3.2.2 Calcium Aluminate Cementitious Coating 3-5 3.2.3 Poly-Triplex Liner System 3-5 3.2.4 HDPE StudLiner for New Manholes and Structures 3-5 3.2.5 Conclusions 3-5 4. Design Concepts/Design Criteria 4-1 4.1 Project Overview 4-1 4.2 Project Datum 4-1 4.3 City and County Standard Details 4-1 ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Table of Contents iv Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 4.4 Existing Utilities 4-1 4.5 Design Flows 4-2 4.6 Construction Flow Bypass 4-2 5. Alternative Development and Analysis 5-1 5.1 Alternative Development 5-1 5.1.1 Alternative 1: Rehabilitation of Existing Ceres Trunk 5-1 5.1.2 Alternative 2: Zeff Road Alignment 5-1 5.2 Alternative Analysis 5-1 5.2.1 Criteria Discussion 5-2 5.2.2 Pairwise Comparison Weighting 5-3 5.2.3 Alternative Evaluation Results 5-3 6. Special Facilities 6-1 6.1 Tunnel Crossings 6-1 6.1.1 Highway 99 Crossing 6-1 6.2 Diversion and Junction Structures 6-1 6.2.1 Highway 99 Crossing 6-2 6.3 Buried Manholes and Point Repairs 6-2 7. Construction Considerations 7-1 7.1 Highway 99 Trunk Rehabilitation and Tunnel Crossing 7-1 7.2 Existing Utilities – Buried and Overhead 7-1 7.3 Construction Access 7-1 7.4 Temporary Construction Easements 7-2 7.5 Traffic Control 7-2 7.5.1 Description of Work 7-3 7.5.2 Public Outreach 7-3 8. Geotechnical Investigation 8-1 8.1 Tunnel Crossings 8-1 8.2 Trench Excavations 8-1 9. Environmental Sampling 9-1 9.1 Sampling Summary 9-1 9.2 Laboratory Test Results 9-1 9.3 Conclusion 9-1 10. Permitting and CEQA Considerations 10-1 10.1 Project CEQA Needs 10-1 10.2 Caltrans 10-1 10.3 NPDES Permit for Stormwater Discharges Associated with Construction Activity 10-2 10.4 County Encroachment Permit 10-2 10.5 City Encroachment Permit 10-2 11. Construction Cost Estimate 11-1 11.1 Basis of Construction Costs 11-1 11.2 Construction Cost Estimate Summary 11-2 ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Table of Contents v Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 12. Project Schedule 12-1 13. Recommended Project 13-1 13.1 Summary of Design Conditions and Solutions 13-1 13.2 Ceres Trunk Rehabilitation Options 13-1 13.2.1 Liner Options 13-1 13.2.2 Alignment Options 13-2 13.3 Recommended Project 13-2 14. Limitations 14-1 Appendix A: Preliminary Design Drawings and Specifications A-1 Appendix B: Ceres Trunk Pipe and Manhole Condition Assessment B-1 Appendix C: Initial Permitting Information C-1 Appendix D: Cost Estimate D-1 Appendix E: Alternative Analysis Supporting Figures E-1 Appendix F: Record Drawings, Assessor Maps F-1 Appendix G: Environmental Sampling Memo G-1 Appendix H: Project Meeting Notes H-1 List of Figures Figure 1-1. Existing Ceres Trunk Alignment 1-2 Figure 1-2. Ceres Trunk Alignment Alternatives 1-3 Figure 3-1. CIPP Inversion 3-3 Figure 3-2. CIPP Water Treatment Rig for Styrene Removal 3-3 Figure 3-3. Spiral Wound PVC with Steel Embedment (SPR EX) 3-4 Figure 9-1. Environmental Sampling Bore Locations 9-2 Figure 12-1. Project Schedule 12-2 Figure 13-1. Recommended Project 13-3 List of Tables Table 2-1. Sewer Defect Descriptions 2-4 Table 2-2. Structural Condition Grade Implications 2-5 Table 2-3. O&M Condition Grade Implications 2-5 Table 2-4. Manhole Condition Ratings and Implications 2-6 Table 2-5. Summary of Ceres Trunk Condition Assessment 2-7 ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Table of Contents vi Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Table 2-6. Summary of Ceres Trunk Manhole Condition Assessment 2-8 Table 3-1. Pipe Material Summary 3-1 Table 3-2. Estimated Freeboard Along Ceres Trunk for Modeled Peak Flow Event 3-2 Table 4-1. Ceres Trunk Existing Utility Contacts 4-2 Table 4-2. Design Flows 4-2 Table 5-1. Ceres Alignment Pairwise 5-4 Table 5-2. Ceres Preliminary Alignment Analysis 5-5 Table 7-1. Construction Easement 7-2 Table 11-1. Construction Cost Estimate Summary 11-2 ---PAGE BREAK--- vii Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx List of Abbreviations AACE Association for the Advancement of Cost Engineering International Agreement Agreement for Design Services for Ceres Trunk Rehabilitation and Reliability Preliminary Design Report between Brown and Caldwell and City of Modesto, dated December 2, 2014 BC Brown and Caldwell BGS below ground surface CA MUTCD California Manual of Uniform Traffic Control Devices CCTV closed-circuit television CEQA California Environmental Quality Act CIPP Cured-in-place pipe City City of Modesto Council City Council County Stanislaus County DIP ductile iron pipe ft feet FRPM fiberglass reinforced polymer mortar GIS Geographic Information System HDPE High density polyethylene (pipe) in inch MACP Manhole Assessment Certification Program MEIR Master Environmental Impact Report MH manhole NASSCO National Association of Sewer Service Companies NAVD 88 North American Vertical Datum of 1988 NOI Notice of Intent NPDES National Pollutant Discharge Elimination System O&M Operation and Maintenance PACP Pipeline Assessment Certification Program PDR Preliminary Design Report Project Ceres Trunk Rehabilitation and Reliability Project PVC Polyvinyl Chloride (pipe) RCP Reinforced Concrete Pipe sf square feet SPR EX Spiral Wound PVC (pipe) Storm Water Pollution Prevention Plan State Water Resources Control Board USA Underground Service Alert VCP Vitrified Clay Pipe Wastewater Collection System Master Plan ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 1-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 1 Introduction This Preliminary Design Report (PDR) summarizes the results of field investigations and presents the design criteria and the preliminary design for the City of Modesto – Ceres Trunk Rehabilitation and Reliability Project (Project) as authorized by the City of Modesto, California (City). The focus of the PDR is to present the following information: Feasible methods and recommendations for pipeline and manhole rehabilitation based on condition assessment data. Methods for manhole rehabilitation. Recommendations for construction of the Highway 99 redundant crossing. Hydraulic criteria and analysis. Results of initial information from Caltrans regarding Highway 99: permit requirements for the redundant crossing and Caltrans’ plans for highway improvements. Preliminary construction cost estimate. Alternative analysis of rehabilitation alignment options. Project plan, profile and detail drawings (35 percent design level) depicting the entire alignment and placement of facilities. Detailed plans (35 percent design level) for the Highway 99 redundant crossing and diversion/junction structures at the ends of the Highway 99 crossing. The results of the Preliminary Design Workshop held on April 20, 2015, are incorporated throughout the PDR. 1.1 Background The City's 2007 Wastewater Collection System Master Plan identified key deficiencies in the wastewater collection system. Several reinforced concrete pipe (RCP) trunk sewer segments have been designated for rehabilitation based on factors including deterioration, excessive infiltration due to defects, increasing regulatory control, additional hydraulic capacity, and reliability. The lists the Ceres Trunk Sewer Project (C-1) as a high priority project due to it being one the most severely corroded RCP trunk sewers in the city. The Ceres Trunk is known as a secondary trunk and conveys all flow from northern Ceres and Area 8 (approximately 545 acres area located in southeast Modesto) to the River Trunk. The segment of the Ceres Trunk parallel to Highway 99 on Zeff Road and crossing under the highway to Crows Landing Road is referred to as Ceres Trunk C-2a and C-2b in the respectively. This portion of the project will consist of constructing a second 300-foot, 24-inch (in) diameter pipeline. Following the construction of the second pipeline, the existing segment would be rehabilitated. The Ceres Trunk consists of approximately 2,500 feet (ft) of 24-inch diameter RCP as illustrated in Figure 1-1. The existing 24-inch RCP sewer line has experienced loss of concrete and corrosion of reinforcing steel. The City now wishes to either rehabilitate (Alternative 1) the Ceres Trunk Line to protect it from further corrosion damage and to extend its service life or relocate (Alternative 2) to a new alignment along Zeff Road. Both alignment alternatives are shown on Figure 1-2. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] 038-022-011 038-022-009 038-021-031 038-022-013 038-021-028 038-021-024 038-021-030 038-021-029 038-022-012 038-022-014 038-019-037 038-021-019 038-022-007 038-021-009 038-021-022 038-020-023 038-032-002 038-032-039 038-021-007 038-002-008 038-020-025 038-021-021 038-020-024 038-021-008 038-021-012 038-031-068 038-031-001 038-020-001 038-031-002 038-033-011 038-031-045 038-021-027 038-032-040 038-022-002 038-031-003 038-022-001 038-032-003 038-022-003 038-020-004 038-033-012 038-031-042 038-031-041 038-020-002 038-020-019 038-033-005 038-033-004 038-020-016 038-020-003 038-020-017 038-020-020 038-033-003 038-002-009 038-031-046 037-036-003 038-021-018 037-036-003 ZEFF RD CROWS LANDING RD HWY 99 (OFF RAMP) S PECOS AVE PUEBLO AVE HWY 99 (ON RAMP) N HWY 99 (ON RAMP) HWY 99 (OFF RAMP) N BLANKENBURG AVE HWY 99 HWY 99 Legend Ex. MHs !.Ex. Ceres MHs Ex. Ceres Trunk (24" RCP) Ex. Sewer_Lines Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, i-cubed, Geographics, CNES/Airbus DS, USDA, USGS, AEX, P:\GIS\Modesto\mxd\Ceres-Fig1-0.mxd Author: Kevin Kai 0 200 100 Feet Ü Date: 6/29/2015 Figure 1-1 City of Modesto CeresTrunk Rehabilitation Existing Ceres Alignment ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- MH02 MH03 MH01 Z118 Z116 Z114 Z112 Z110 Z108 Z106 Z104 Z102 Z100 LMH07 LMH08 LMH04 LMH06 LMH05 LMH03 LMH02 LMH01 90803 91202 91208 90806 90805 90804 90802 90807 90402 90403 90101 MH-EX01 MH-EX02 947' 819' 492' 688' 438' 419' 390' 372' 366' 356' 348' 332' 329' 309' 307' 305' 234' 227' 188' 173' 157' 155' 147' 138' 124' 67' 188' 038-022-011 038-022-009 038-021-031 038-022-013 038-021-028 038-021-024 038-021-030 038-021-029 038-022-012 038-022-014 038-019-037 038-021-019 038-022-007 038-021-009 038-021-022 038-020-023 038-032-002 038-032-039 038-021-007 038-002-008 038-020-025 038-021-021 038-020-024 038-021-008 038-021-012 038-031-068 038-031-001 038-020-001 038-031-002 038-033-011 038-031-045 038-021-027 038-032-040 038-022-002 038-031-003 038-022-001 038-032-003 038-022-003 038-020-004 038-033-012 038-031-042 038-031-041 038-020-002 038-020-019 038-033-005 038-033-004 038-020-016 038-020-003 038-020-017 038-020-020 038-033-003 038-002-009 038-031-046 037-036-003 038-021-018 037-036-003 ZEFF RD CROWS LANDING RD HWY 99 (OFF RAMP) S PECOS AVE PUEBLO AVE HWY 99 (ON RAMP) N HWY 99 (ON RAMP) HWY 99 (OFF RAMP) N BLANKENBURG AVE HWY 99 HWY 99 Figure 1-1 City of Modesto CeresTrunk Rehabilitation Ceres Trunk Alignment Legend Ex. Ceres MHs New Ceres MHs Ex. Sewer_MHs Ex. Sewer_Lines Existing 24" Pipe Existing 30" Pipe New 12" Lateral New 18" Pipe New 24" Pipe New 30" Pipe Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, i-cubed, Geographics, CNES/Airbus DS, USDA, USGS, AEX, P:\GIS\Modesto\mxd\Ceres0513.mxd Author: Kevin Kai DISCLAIMER: THE INFORMATION CONTAINED IN THIS DRAWING AND/OR FILE HAS BEEN PREPARED BY BROWN AND CALDWELL IN THE PREPARATION OF WORK PRODUCT PURSUANT TO AN AGREEMENT BETWEEN BROWN AND CALDWELL AND ITS CLIENT. THE RECIPIENT RECOGNIZES THAT THIS PRODUCT IS INTENDED PURELY FOR INFORMATIONAL PURPOSES AND IS BEING PROVIDED SOLELY AS A CONVENIENCE TO THE RECIPIENT. DUE TO THE ALTERABLE NATURE OF ELECTRONIC DOCUMENTS, THE RECIPIENT MAY NOT RELY ON THIS INFORMATION FOR ACCURACY OR CONTENT. BROWN AND CALDWELL MAKES NO REPRESENTATIONS REGARDING THE SUITABILITY FOR THE INTENDED USE OF THE RECIPIENT; (II) FITNESS FOR ANY PARTICULAR PURPOSE; OR (III) SUITABILITY FOR USE WITH ANY SOFTWARE OR HARDWARE. THE INFORMATION, DESIGN AND IDEAS CONTAINED IN THIS DRAWING AND/OR FILE ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE THAT IS NOT AUTHORIZED, IN WRITING, BY BROWN AND CALDWELL. 0 200 100 Feet Ü Date: 5/13/2015 Alignment 2 (Zeff Road) Alignment 1 (Existing) Redundant HW99 Tunnel Crossing 038-031-068 038-031-045 038-031-042 038-031-041 038-031-046 1-2 Diversion Structure Junction Structure Remove and Replace Ex 24" SS ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 1 1-4 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx The project is located in a commercial and industrial area that is bisected by Highway 99. To limit project impacts, rehabilitation methods will utilize trenchless technologies such as cured-in-place pipe (CIPP) or spiral wound PVC (SPR EX). Improvements will be sized to optimize the remaining capacity of the line. 1.2 Summary of Work and Approach The Scope of Work for the Ceres Trunk Rehabilitation Preliminary Design is summarized from Exhibit A of the project’s Agreement for Design Services. The results of our design approach are depicted in the preliminary design drawings and specifications (see Appendix 1.1.1 Data Collection and Review Condition Assessment – Hydraulic cleaning and closed-circuit television (CCTV)/manhole inspection of the Ceres Trunk was conducted between March 2015 and April 2015. Approximately 5 hours of CCTV video were collected by the subcontractor, Subtronic Corporation, and reviewed by Brown and Caldwell (BC). Each individual reach was video inspected, photographs were taken of important features and occurrences in the pipe, and discrepancies between the plans and the video records were identified and reconciled where possible. The CCTV videos and photographs were analyzed and the condition of the pipe and manholes were determined, along with initial rehabilitation methods that might be appropriate. This work is presented in Section 2. Permit Coordination – Permitting issues related to Caltrans, City and County were investigated as part of this report. Initial coordination began with these permitting agencies during the development of the alignment alternatives. Permitting was included as a part of the evaluation criteria for the preliminary alignment analysis. This is presented in Sections 5 and 10. Materials of Construction – Pipe rehabilitation materials were evaluated to identify pipe materials that meet the established criteria and project goals. The selected material was used to provide the basis for developing our cost estimate. Pipe rehabilitation materials and rehabilitation methods are discussed Section 3. 1.1.2 Alternatives Evaluation Alternatives were identified and evaluated based on potential fatal flaws, feasibility and established criteria discussed in Sections 4 and 5. Two alternative alignments were identified as viable solutions and preliminary cost estimates for each alternative were developed. BC and City staff conducted a pair-wise analysis to achieve consensus on the preferred alignment alternative. The pair-wise analysis ranked each criteria against all other criteria to define the appropriate relative weighting factor for each item. The resulting weighted criteria were applied to determine a preferred alternative. The results of the analysis are presented in Section 5. 1.1.3 Preliminary Design Report Utilities – Utility companies and agencies along the pipeline alignment were contacted and their utility maps were collected, where available, to be used while developing potential design solutions. Available data were plotted on project drawings. The accuracy and precision of this data will be refined using information from the field survey during final design. Utility locations will be refined during the final design effort through additional field inspections, potholing and review by the utilities’ personnel. Survey – Base mapping was prepared for relevant portions of the Ceres Trunk sewer project using existing aerial photography (from March 2006) obtained from the City. Additional GPS surveying and field visits were performed by subcontractor O’Dell Engineering to locate and plot existing manholes and confirm depths and connections. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 1 1-5 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Detailed topographic surveying was conducted in the vicinity of Highway 99, and the results were used to develop plans for the redundant Highway 99 crossing as presented in Section 6. Geotechnical Investigation – BC enlisted the services of subcontractor Crawford & Associates to undertake a geotechnical investigation and prepare a geotechnical engineering report. Crawford & Associates will conduct the geotechnical investigation for this project during the final design phase. During the investigation, the subcontractor will utilize information from existing borings, conduct new project borings, and gather other record and field data to document soil conditions, groundwater levels, excavation and shoring requirements, and to recommend engineering parameters for the trenchless installation of the new tunnel beneath Highway 99. A summary of the geotechnical investigations that will be conducted is discussed in Section 8. ROW and Property Acquisitions –Possible temporary and permanent easement requirements were identified for the selected project alternative. Plat and legal descriptions were not included in this report, and will be prepared as part of the final design effort. Temporary and permanent easement requirements are discussed in Section 7. Hydraulic Modeling – A hydraulic model was developed and evaluated for the two alignment alternatives based on flow regimes provided by the City from recent flow monitoring data. This model will be updated during final design once the City’s system-wide collection system model is available for use. A summary of the hydraulic modeling is included in Section 5. 35 Percent Design Documents – Design documents were developed for the selected alignment and brought forward to the 35 percent level of completion. These documents are included in Appendix A. Cost Estimate – Preliminary design level estimated construction costs were prepared for the selected alternative. The full details are included in Section 11. Project Schedule – An overall project schedule was prepared for the project that includes final design, bid, and construction related tasks. The project schedule is detailed in Section 12. 1.3 Authorization The work associated with this PDR is being completed by BC under an Agreement authorized by the City on December 2, 2014. ---PAGE BREAK--- 2-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 2 Condition Assessment This section presents a summary of the condition assessment findings for the Ceres Trunk. The condition assessment is comprised of two parts: the Ceres Trunk pipe condition assessment and the Ceres Trunk manhole (MH) condition assessment. The Ceres Trunk pipe condition assessment includes the results of the CCTV inspection, analysis and spot repair locations along the pipe alignment. The results of the manhole inspections include information on the condition of each manhole and photos of selected manholes. Rehabilitation methods for pipelines and manholes are described in detail in Section 3. 2.1 Field Investigation Subtronic Corporation completed an internal CCTV inspection of the Ceres Trunk between Crows Landing Road and the Shackelford Sewer crossing of the Tuolumne River. The pipeline inspection was completed using the services of a CCTV camera, which allowed unmanned access to all points along the pipeline. Approximately 2,500 feet of RCP trunk line were captured on CCTV video and subsequently analyzed to assess the pipe condition. Manholes along the alignment were also captured with CCTV imagery. Following the CCTV inspection, the existing manholes along the Ceres Trunk alignment were inspected visually in the field. Selected images from these inspections are presented in Appendix B. 2.1.1 CCTV Field Data Collection Video and Photographs. CCTV cameras and equipment used to conduct the pipe inspection was capable of panning the lens through a 360-degree arc about the vertical axis and tilting the camera a maximum of 90 degrees along the longitudinal axis. The camera also included a zoom feature capable of providing general views of the sewer along the pipe up to five pipe diameter away and close-up views of features and defects. Equipment was also provided to measure the length of each reach and document the location of pipe features along the reach. A reach is defined as pipeline segments from manhole to manhole. The video footage counter was zeroed at the beginning of each new reach. Inspection surveys started from the upstream manhole and proceeded to the manhole in the direction of flow. If the inspection could not be completed from the upstream manhole, an inspection from the manhole was completed. The direction of camera travel was clearly marked on the video and on the inspection data form. The camera was conveyed through the sewer no faster than 30 feet per minute. At each feature, defect or change in pipe condition, the camera was paused to pan and tilt the camera to view the defect and the complete sewer circumference at that location. Additionally, the camera was stopped and the joints of the pipe were inspected at several locations along each reach. Photographs were also taken along the inspection to document major features. When obstacles or debris prevented a complete inspection, the contractor attempted the inspection from the opposite direction. Inspection Reports. The pipe and manhole inspection reports are located in Appendix B. A separate report was prepared for each reach of sewer surveyed. Inspection reports consisted of the following, where available and applicable: Reach Data. General information about the inspection, such as the company and operator performing the inspection, date and time of survey, identification numbers of the upstream and ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx manholes, sewer defect identification and location, direction of survey, pipe diameter, pipe material and reach length. Defect Data. Locations of features and defects were recorded by length along the reach from the adjusted zero point and by clock reference that describe the circumferential location of features found in the sewer. Clock references start at 12 o’clock at the crown of the pipe and progress clockwise around the pipe interior as viewed by the camera (either upstream or For manholes, clock references start at 6 o’clock at the outgoing sewer pipe and progress clockwise as viewed from the ground surface. Sewer defects identified during inspections were recorded using standardized defect identification procedures contained within the National Association of Sewer Service Companies (NASSCO) Pipeline Assessment Certification Program (PACP) and Manhole Assessment Certification Program (MACP) manuals. Field Comments. Supplemental information beyond the reach data and defect data were recorded as field comments such as reasons for abandoning a survey and descriptions supplementing the defect coding. Survey Data. The measurement of each reach and the locations of pipe features were documented utilizing the camera’s distance counter. Manhole depths (from surface to invert) were also measured for manholes that were inspected from the surface during CCTV investigations. 2.1.2 Manhole Field Collection Data Subtronic performed inspections of all accessible sewer manholes located on reaches inspected by CCTV. Manhole inspections were performed concurrently with the pipeline inspections. The two types of manhole inspection completed for this project are non-entry surface inspection or video inspection of the manhole from the pipe invert using CCTV inspection equipment. Non-Entry, Surface Manhole Inspections. Manholes were inspected from the ground surface or by video at camera insertion and setup locations. These manholes were inspected from the surface with defects recorded on an MACP-compliant inspection form. Defects and the overall condition of the inspected manholes were documented on the inspection form and with photographs and video using the CCTV camera. CCTV Inspections. The CCTV camera was also be used to pan the inside of the remaining project manholes, not inspected from the ground surface, during the CCTV pipeline inspection process. During the non-entry manhole inspections, penetration/scratch and hammer tests were performed. These tests were performed such that the results of non-entry, surface manhole inspections could be used to compare them to conditions observed in manhole inspections only viewed from the pipe invert during the CCTV inspections. Penetration/scratch and hammer tests were performed on the manholes below the rim. The Contractor determined soundness of the concrete/mortar in the manholes by penetration/scratch and hammer tests at locations representative of the overall condition of the manhole. The results of the penetration/scratch and hammer tests were recorded on the manhole inspection form. The two methods are described as follows: Penetration/Scratch Test. The Contractor performed a penetration/scratch test on the concrete/mortar with a steel probe or screw driver mounted on a pole. The test was performed in a minimum of three areas approximately five feet below the rim. The inspector applied pressure against the wall to measure penetration depth and assigned a surface “ST” rating on a scale of 1 to 4: 1. Cannot be scratched (surface is hard and intact). 2. Can be penetrated/scratched to no more than approximately 1/8-inch depth (surface is hard but exhibits beginning signs of deterioration). ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-3 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 3. Can readily be penetrated/scratched to between 1/8-inch and 1/2-inch depth and may cause the surface to fall away and aggregate be exposed (surface is soft and deterioration is obvious and evident). 4. Penetration/scratch test not performed for safety reasons due to advanced degree of corrosion (surface is obviously deteriorated including aggregate or material missing) or penetration/scratch test of greater than 1/2-inch depth. Hammer Test. The inspector also performed a hammer test on the concrete/mortar with a small (8 to 12 oz.) ball-peen hammer as far down into the manhole as could be reached. The inspector tapped/struck the manhole wall with the ball of the hammer and assigned a surface “HT” rating on a scale of 1 to 4: 1. Hammer rebounds and no indentation is made (surface is hard and intact). 2. Hammer rebounds and insignificant indentation is made. Does not rebound as it would on sound, solid concrete and the hammer may make a minimal indentation at the immediate surface indicating that the surface has softened (surface is hard but exhibits beginning signs of deterioration). 3. Hammer does not readily rebound. The strike sounds dulled as opposed to a hard surface and the hammer easily makes an indentation in the surface of the concrete and may cause the surface to fall away and aggregate be exposed (surface is soft and deterioration is obvious and evident). 4. Hammer test not performed for safety reasons due to advanced degree of corrosion (surface is obviously deteriorated including aggregate or material missing) or penetration/scratch test of greater than 1/2-inch. 5. Condition Assessment The NASSCO PACP and MACP were selected for the identification and coding of pipeline defects for this project. This program provides uniformity in personnel training, terminology, and the assignment of defect type and severity for a variety of pipe and manhole materials. All inspection and condition assessment work for this project is performed by personnel trained and certified in PACP. Under PACP, defects are assigned to the two following categories: Structural Defects. Structural defects are those that directly impair the structural condition of the pipeline such as joint separation, joint deflections, cracks, fractures, broken and collapsed pipe, corrosion, worn inverts, and sag conditions. Structural defects are those that must be addressed through repairs, rehabilitation, or replacement. O&M Defects. Operation and Maintenance (O&M) defects include a range of conditions that can either directly affect the performance of the sewer or are indicators of potential structural defects. O&M conditions include debris, grease, infiltration, intrusions (root or service laterals), and hydraulic problems. O&M defects are those that can be addressed by maintenance. The overall process of assigning structural and O&M grades consists of 1) assigning individual defect grades to each type of defect based on severity and 2) developing an overall condition rating for each reach by accessing the type and number of defects along the reach. 2.1.3 Sewer Defect Grades Each structural or O&M defect is assigned a corresponding condition grade based on its type and severity. Grades range from one to five with one defined as a defect that has not yet begun to deteriorate or cause significant problems and a five defined as defect requiring immediate attention. The defect grade provides a means for comparing the severity of each defect relative to other defects, and a quantitative measure of the difference in condition between subsequent inspections of the pipeline. Individual defect grade descriptions frequently used in the project are shown in Table 2-1. Additional defect grades and descriptions may be ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-4 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx found in the latest version of the NASSCO PACP and MACP manuals. Overall condition ratings are described in subsequent sections. sX is a modifier that is used to describe the location of root intrusion: B for barrel, L for lateral, C for Connection, and J for Joint. 2.1.4 Pipeline Structural and O&M Condition Ratings All CCTV and inspection data collected during the field activities were reviewed. Special attention was provided for defects with NASSCO PACP scores of three, four, and five. The coding of defects is important because they help establish current conditions within the pipe that can be compared to previous or future investigations. The overall condition rating applied to each reach of pipe was developed based upon the defect types observed and the potential for deterioration of these pipes. It is important to note that Table 2-1. Sewer Defect Descriptions Defect Type NASSCO Code Defect Class/Description Defect Size/Extent Defect Grade Structural Defects Broken BSV BVV Soil Visible Void Visible - 4 - 5 4 - 5 Crack and Fractures CL Longitudinal Not visibly open. 2 FL Visibly open. 2 - 3 CC Radial/Circumferential Not visibly open. 2 - 3 FC Visibly open. 3 - 4 CM Multiple Not visibly open. 3 FM Visibly open. 4 - 5 CS Spiral Not visibly open. 2 - 3 FS Visibly open. 4 - 5 Deformation D Cross-Section Altered < 5 percent of pipe diameter 5 percent - 10 percent of pipe diameter >10 percent of pipe diameter 3 4 5 Hole in Pipe HSS HVV Hole Soil Visible Soil Void Visible - 4 - 5 4 - 5 Joint Displacement JA JO JS Joint Angular Joint Offset Joint Separated - 1 - 2 2 - 3 2 - 5 Surface Damage SAV SCP SSS Aggregate Visible Corrosion on Metallic Pipe Surface Spalling - 2 - 5 2 - 5 2 - 4 Taps TF TB Tap Factory Tap Break - 1 - 2 2 - 5 O&M Defects Debris DA DS Attached Deposits Settled Deposits 10 - 25 percent Pipe Diameter Blocked 25 - 50 percent Pipe Diameter Blocked >50 percent Pipe Diameter Blocked 2 - 3 3 - 4 4 - 5 Roots RFXa RMXa RBXa Fine Roots Medium Roots Root Balls Insignificant Amount of Pipe Diameter Blocked <50 percent Pipe Diameter Blocked >50 percent Pipe Diameter Blocked 1 - 2 3 – 4 4 - 5 ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-5 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx assessment ratings are dynamic and are subject to change as pipe conditions change and additional inspection data becomes available. Overall structural condition grades and ratings are detailed in Table 2-2. Grade 5 represents the worst condition, while Grade 1 represents a sewer in good condition. Severe structural condition ratings identify the need for repair, rehabilitation, or replacement. Table 2-2. Structural Condition Grade Implications Condition Grade Condition Rating Defect Description 1 Mild Minor defects. 2 Defects that have not begun to deteriorate. 3 Moderate Moderate defects that will continue to deteriorate. 4 Severe Severe defects that will become Grade 5 defects within the foreseeable future. 5 Defects requiring attention soon. O&M condition grades and ratings are displayed in Table 2-3. Moderate and severe O&M condition ratings facilitate identification of needed maintenance activities such as cleaning and implementing preventive measures (root treatment). It is important to note that O&M ratings are assigned based on the conditions at the time of inspection and are subject to change. If pipes were recently cleaned before the inspections, the inspections cannot determine the need for future cleaning. Table 2-3. O&M Condition Grade Implications Condition Grade Condition Rating Defect Description 1 Mild No O&M defects found; Vermin (roaches, no rats) and construction features (line left/right or up/down) that do not affect operation observed. 2 Typically roots, obstacles, deposits, and intruding sealing rings observed that are less than 10 percent of pipe cross-sectional area. 3 Moderate Typically roots, obstacles, deposits, and intruding sealing rings observed that are between 10 percent and 20 percent of pipe cross-sectional area. 4 Severe Typically roots, obstacles, deposits, and intruding sealing rings observed that are between 20 percent and 30 percent of pipe cross-sectional area. 5 Typically roots, obstacles, deposits, and intruding sealing rings observed that are greater than 30 percent of pipe cross-sectional area. Objects in pipe prevented completion of full inspection. 2.1.5 Manhole Condition Ratings Condition data on the manholes were collected using non-entry inspections including surface inspections at CCTV camera insertion points and views from the pipeline using the CCTV camera to pan up at the end of pipeline inspections. Manholes inspected from the surface underwent a scratch and hammer test at the three o’clock, nine o’clock, and eleven o’clock manhole positions (the six o’clock position indicates the position of the outgoing pipe) below the manhole rim. The objective of the surface manhole inspections was not to inspect every manhole but to obtain a reasonable sample from the surface inspections to characterize the overall manhole condition, and supplement this information with condition observations from the CCTV ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-6 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx camera inspection data. Manhole condition ratings were based on the following table. No O&M condition ratings were assigned to manholes. Table 2-4. Manhole Condition Ratings and Implications Condition Rating Defect Description/Examples Condition Implication Mild • No defects or minor defects observed. • Increased surface roughness of manhole interior observed. • Sound surface or minor scratch (less than 1/8 inch) resulting from scratch test. • Hammer rebounds and insignificant indentation is made during hammer test. Re-Assess within 10 years. Moderate • Surface spalling corrosion and/or exposed aggregate observed. • Moderate defects that will continue to deteriorate. • Moderate scratch (less than 1/2 inch) resulting from scratch test. • Hammer does not readily rebound during hammer test. Strike sounds dulled as opposed to a hard surface and easily makes an indentation in the surface. Re-Assess within 5 years. Severe • Surface aggregate projecting or missing observed. • Severe defects that will become Grade 5 defects within the foreseeable future. • Severe defects requiring attention soon. • Severe scratch (greater than 1/2 inch) or indentation resulting from scratch test. • Hammer test not performed for safety reasons due to advanced degree of corrosion (surface is obviously deteriorated including aggregate or material missing). Rehabilitate soon. 2.2 Ceres Trunk Condition Assessment Results The following two subsections present a summary of the condition of the Ceres Trunk Line and the manholes along the alignment. 2.2.1 Ceres Trunk Pipe In general, the condition of the Ceres Trunk ranged from fair to very poor. Areas far upstream of the siphon were in fair condition. Areas immediately upstream of the siphon had completely failed. There were several small, isolated areas of deterioration where severe surface spalling had occurred. Additionally, we found portions of the pipe that required immediate attention due to pipeline failure. In March 2015, the City performed an emergency repair where the crown of the pipe had failed. The failure occurred between MH segments [PHONE REDACTED] and [PHONE REDACTED]. Debris accumulation of sedimentation was consistently present throughout the Ceres Trunk. Minor grease accumulation was common on the crown of the pipe. The overall condition of the Ceres Trunk warrants rehabilitation or replacement. Table 2-5 summarizes the Ceres Trunk condition assessment findings. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-7 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Table 2-5. Summary of Ceres Trunk Condition Assessment Upstream MH MH Pipe Diameter (in) Pipe Material Survey Length (ft) O&M Rating Structural Rating Assessment Additional Comments [PHONE REDACTED] [PHONE REDACTED] 24 RCP 439.2 Moderate Severe Deposits of grease were continuous along the walls for a majority of the pipe. Surface spalling was present and portions of surface aggregate were missing. An additional unmarked manhole found. High water levels and spalling prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 308.6 Moderate Severe Deposits of grease were continuous along the walls for a majority of the pipe. Surface spalling was present and surface aggregate was missing. High water levels prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 199.2 Moderate Moderate Surface spalling was present and surface aggregate was missing. Survey initially abandoned. Complete inspection performed 4/13/15 after additional cleaning. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 334.3 Moderate Severe Deposits of grease were continuous along the walls for a majority of the pipe. Surface spalling was present and portions of surface aggregate were missing. High water levels prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 73.1 Severe Mild Pipe is in good condition. Settled deposits present throughout. High water levels prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 507.4 Moderate Severe Grease accumulated along the sides of pipe. Surface spalling was present and surface aggregate was missing. High water levels prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 117.1 Moderate Mild Pipe is in good condition. High water levels prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 145.8 Moderate Severe Surface spalling was present and surface aggregate was missing throughout. Joints were separated in a few locations. High water levels prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 351.8 Moderate Severe Surface spalling was present and surface aggregate was missing throughout. Joints were separated at a few locations. High water levels prevented sufficient cleaning of entire pipe. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 373.2 Moderate Severe Surface Spalling. Aggregate visible. Deteriorating pipe. Missing Surface Wall and reinforcement. Large soil voids at multiple locations. Emergency repair performed in March 2015. [PHONE REDACTED] [PHONE REDACTED] 24 RCP 123.4 Severe Severe Surface wall was missing. Surface spalling was present and surface reinforcement/aggregate was exposed. Survey initially abandoned. Complete inspection performed 4/13/15 after additional cleaning. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-8 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 2.2.2 Ceres Trunk Manholes The general condition of the manholes inspected along the Ceres Trunk can be characterized as being in fair condition. The manholes exhibited signs of corrosion around portions of the manhole ring, frame and cover. The results of the scratch and hammer tests show many manholes exhibiting initial signs of deterioration on surface walls. The condition of the Ceres Trunk manholes warrants re-assessment within the next 5 to 10 years. However, since the City is moving forward with rehabilitation of the Ceres Trunk pipeline, this is an opportune time to rehabilitate and extend the useful life of the manholes. Table 2-6 summarizes the Ceres Trunk manhole condition assessment findings. Table 2-6. Summary of Ceres Trunk Manhole Condition Assessment MH ID Condition Rating Scratch/Hammer Test Results MH Sediment Depth Assessment [PHONE REDACTED] Mild ST-2/HT-2 3 inches Some corrosion present about manhole ring, frame and cover. Exhibits initial signs of deterioration on surface walls. [PHONE REDACTED] Mild ST-2/HT-2 3 inches Some corrosion present about manhole ring, cover and frame. Frame seal is loose. Exhibits initial signs of deterioration on surface walls. [PHONE REDACTED] Mild ST-2/HT-2 5 inches Some corrosion present about manhole ring and frame. Exhibits initial signs of deterioration on surface walls. [PHONE REDACTED] Mild ST-1/HT-1 3 inches Some corrosion present about manhole ring and frame. Surface wall is hard and intact. No signs of deterioration. [PHONE REDACTED] Mild ST-2/HT-2 5 inches Some corrosion present about manhole ring, frame and cover. Exhibits initial signs of deterioration on surface walls. [PHONE REDACTED] Moderate ST-3/HT-3 5 inches Some corrosion present about manhole ring. Surface wall is soft and deterioration is obvious and evident. [PHONE REDACTED] Not Rated - - Manhole was buried and not inspected [PHONE REDACTED] Mild ST-1/HT-1 5 inches Some corrosion present about manhole ring and frame. Surface wall is hard and intact. No signs of deterioration. [PHONE REDACTED] Mild ST-2/HT-2 3 inches Some corrosion present about manhole ring and frame. Frame seal is loose. Exhibits initial signs of deterioration on surface walls. [PHONE REDACTED] Mild ST-2/HT-2 5 inches Some corrosion present about manhole ring and frame. Exhibits initial signs of deterioration on surface walls. [PHONE REDACTED] Moderate ST-3/HT-3 5 inches Some corrosion present about manhole ring and frame. Surface wall is soft and deterioration is obvious and evident. [PHONE REDACTED] Mild ST-1/HT-1 4 inches Some corrosion present about manhole ring and frame. Frame seal is loose. Surface wall is hard and intact. No signs of deterioration. 2.2.3 Conclusion and Recommendations Overall, the reaches and manholes investigated in along the Ceres Trunk are in poor to fair condition. A summary of the pipeline inspection findings is as follows: High flows were present throughout the entire trunk line, making cleaning and inspection a challenge. O&M defects were prevalent through the entire Ceres Trunk and require monitoring to prevent further accumulation of debris and the potential for SSOs. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 2 2-9 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx There is one buried and unmarked manhole that was discovered in between MH [PHONE REDACTED] and MH [PHONE REDACTED]. The buried manhole (MH [PHONE REDACTED]) was not inspected. There were several areas along the Ceres Trunk with severe deterioration where surface spalling and rebar deterioration had occurred. There are two manholes in moderate structural condition that are recommended for re- inspection within three to five years. Areas immediately upstream of the Shackelford siphon had completely failed and showed missing surface walls, missing rebar and large soil voids present at multiple locations. These areas were repaired by the City with a temporary spot repair. Due multiple structural defects and temporary repairs along the Ceres Trunk, rehabilitation or replacement is recommended as soon as possible. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 3-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 3 Lining Materials and Rehabilitation Methods This section provides a discussion of the pipe and manhole lining materials and rehabilitation methods for the Ceres Trunk pipeline. Several methods are potentially viable for the rehabilitation of this pipeline based on the results of the condition assessment. Each of the potential pipe rehabilitation methods needs to be able to provide structural rehabilitation of the deteriorated pipe. For most of the manholes, the rehabilitation methods do not need to provide a structural repair at this time, only to serve as a barrier to the corrosive action of the bio-sulfuric acid attack. The products presented in this section are commonplace in the sewer rehabilitation industry for applications similar to the Ceres Trunk project. It is possible that other new technologies may be available that have not been investigated. If other products that fit the criteria for this project are identified during final design, they will be evaluated further at that time. It should be noted that each of these pipe liner rehabilitation technologies will reduce the capacity of the Ceres Trunk, due to the reduction in pipe diameter. For this reason, BC evaluated the system hydraulics within the Ceres Trunk with the reduced pipe diameters using H2OMap Sewer and recent flow monitoring data provided by the City. Carollo Engineers is currently working on the City’s new wastewater collection system model, which was not available at the time of this PDR. The current City standard pipe material used in open cut construction method for gravity sewer pipe includes vitrified clay pipe (VCP), ductile iron pipe (DIP), and PVC. In addition to these approved pipe materials, a large diameter closed profile wall PVC pipe will also be evaluated during final design phase. For new manholes and diversion/junction structures, a high density polyethylene (HDPE) embedment lining system will be used to protect the concrete surfaces from corrosion. Information summarizing the characteristics of each liner material is presented in Table 3-1 and Table 3-2. Table 3-1. Pipe Material Summary Pipe Characteristics Pipe Liner Material CIPP SPR EX Installation Method Inversion and Cure Continuous Slipline Inside Diameter (inches) 22 22.4 Working Area (sf) 2,100 1,000 Maximum Access Pit Spacing (feet) 1,000 3,000 ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 3 3-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Table 3-2. Estimated Freeboard Along Ceres Trunk for Modeled Peak Flow Event Location Freeboard (feet) For Each Pipe Liner Material Existing Pipe / No Liner CIPP SPR EX MH [PHONE REDACTED] 16 16 16 MH [PHONE REDACTED] 10 10 10 MH [PHONE REDACTED] 12 12 12 Note: Model Scenario: Existing Design Conditions; RCP Manning’s n=0.013; Pipe liner Manning’s n=0.011. Freeboard is defined as the difference between the water surface elevation at design flow conditions and the manhole rim elevation. When the freeboard is 0, the manhole is overflowing. Freeboard levels rounded to the nearest foot. 3.1 Ceres Trunk Pipes Pipe materials under consideration for rehabilitation of the Ceres Trunk pipes are presented in the following sections. 3.1.1 Cured-In-Place Pipe (CIPP) – Gravity Rated Gravity rated, CIPP is a resin impregnated liner (polyester, vinylester or epoxy) that is pulled or inverted into position and then cured in place with hot water, steam or high intensity UV light. It provides a structural solution when designed to a heavier thickness. The internal diameter of this structural liner when installed in the 24-inch RCP is approximately 22 inches. This reduction in pipe diameter will cause a negligible difference in pipe surcharging over the current design condition. A special work area of about 2,100 square feet (sf) will need to be established to insert the liner and to assemble the equipment needed to heat the water used to cure the liner. Construction access points at manholes will be needed approximately every 1,000 feet (depending on the weight of the liner) along the alignment for insertion of the liner. A water source will be needed for inserting and curing the CIPP. Prior to discharge of the curing water into the collection system, the contractor should coordinate with City staff at the secondary treatment plant. This is due to the fact that the CIPP discharge water often contains elevated levels of styrene which can disrupt the treatment biological processes. Discussions with the City treatment plant staff indicate that this should not be a problem as long as the discharge water is contained in the recirculation channel (which has a long hydraulic detention time) prior to discharge to the bio-towers. The CIPP inversion rehabilitation process is illustrated below in Figure 3-1. If styrene related treatment of the curing water is required prior to discharge to the collection system, an additional tractor rig, similar to the one in Figure 3-2, will be required. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 3 3-3 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Figure 3-1. CIPP Inversion Process Figure 3-2. CIPP Water Treatment Rig for Styrene Removal 3.1.2 Spiral Wound PVC with Steel Embedment (SPR EX) SPR EX is a proprietary product by Sekisui that installs a profile wall polyvinyl chloride (PVC) pipe that contains a steel embedment in the PVC profile to provide structural strength. A continuous plastic strip is inserted into the deteriorated pipe and the edge of the strip interlock as it is spirally wound to form a watertight liner and then expanded to the desired diameter (limited by the existing size of the host pipe). The installation process can proceed with up to 25 percent flow in the existing pipe, subject to velocity and safety considerations. The internal diameter of this liner installed inside the 24-inches RCP, is approximately 22.4 inches. This reduction in pipe diameter will cause a negligible difference in pipe surcharging over the existing condition. Some key aspects of this rehabilitation method are listed below: Full structural liner. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 3 3-4 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Can be used with irregular shaped host pipes where small voids are present (ovality of approximately 5 percent). Smaller construction layout footprint (single truck over installation manhole). Laterals reinstated remotely. Only requires end seal grouting unless large voids are present. Dislodged/hanging gaskets will likely need to be removed prior to installation. Access shafts the size of manholes or existing manholes will be needed for insertion at least every 3,000 feet, less if there are changes in the horizontal alignment. Construction access will require a working area of at least 1,000 sf to allow for equipment layout and work around the access shaft. The SPR EX rehabilitation process is illustrated in Figure 3-3. Figure 3-3. Spiral Wound PVC with Steel Embedment (SPR EX) 3.1.3 Conclusions Both CIPP and SPR EX are acceptable pipe materials for rehabilitation. Also, based on the hydraulic criteria that pipe liner materials not create a hydraulic scenario with less than five feet of freeboard. The hydraulic evaluation showed that the hydraulic grade line changes were negligible for both CIPP and SPR EX, where the diameter reduction is minimal. From a hydraulic capacity standpoint, CIPP and SPR EX are both acceptable candidates for the entire length of Ceres Trunk Pipeline. This conclusion will be confirmed after we receive the updated skeletonized hydraulic model of Ceres Trunk sewer from the City. It should be noted that sliplining (continuous sliplining using HDPE or segmented sliplining using fiberglass reinforced polymer mortar [FRPM]) were not considered due to the more severe reduction in internal diameter after rehabilitation and due to additional excavation and working room needed for construction. Sliplining installation requires construction of access shafts and a working area of at least 4,500 sf to allow ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 3 3-5 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx for equipment layout and work around the access shaft. The shaft dimensions will be approximately 9 feet wide and the length will vary up to 60 feet for continuous slip lining depending on pipe depth. 3.2 Ceres Trunk Manholes Lining materials under consideration for rehabilitation of the Ceres Trunk manholes are presented in the following sections. It should be noted that current City standards do not allow the use of a polyurethane coating. 3.2.1 Epoxy Coating Raven Lining Systems produces a 100 percent solids epoxy coating system formulated for chemical resistance and specified strength requirements. This liner system is sprayed on to the manhole wall. Prior to installation, concrete manhole surfaces must be adequately cleaned of contaminants and prepared by sandblasting or waterblasting to a sound concrete surface. The moisture level of substrate is critical to long term epoxy adherence to the concrete. 3.2.2 Calcium Aluminate Cementitious Coating Lafarge Aluminates produces a calcium aluminate cementitious lining system formulated for resistance to bio-sulfuric acid attack and specified strength requirements. This liner system is sprayed on to the manhole wall and then troweled to form a smooth surface. Prior to installation, the concrete manhole surfaces must be adequately cleaned of contaminants and prepared by sandblasting or waterblasting to a sound concrete surface. It should be noted that this option is currently being specified by the City on other manhole rehabilitation projects and is their preferred manhole rehabilitation technology based on past experience. 3.2.3 Poly-Triplex Liner System SunCoast Environmental produces a steam-cured epoxy manhole liner system called the Poly-Triplex Liner System. This system is similar to CIPP and is formulated for resistance to bio-sulfuric acid attack and specified strength requirements. Manhole wall prep such as sandblasting or waterblasting to a sound concrete surface is also important for this system. During installation, the installer must ensure adequate epoxy distribution along manhole wall during resin wet-out process. This lining process must also be coordinated with rehabilitation method of pipe to provide a full surface protective coating in the manhole and pipe. For this process, the entire interior of the manhole including the pipe channel is lined. 3.2.4 HDPE StudLiner for New Manholes and Structures GSE Environmental produces a HDPE concrete protection system called StudLiner that provides protection against mechanical and chemical damage. It is an HDPE embedment liner with studs on one side that lock the liner into the concrete surface to prolong the life of the manhole structure. For precast and cast-in-place structures, either standard 8-feet roll or prefabricated pieces can be used. Prior to installation, forms must be properly cleaned and prepared to remove any abrasive areas that may damage the liner. Shop welds must be made by a butt weld and fusing the sheets together by a thermal process such as an extrusion weld or fusion weld, so as to produce continuous welded seams. This product was successfully used on new manholes and structures for the recent Emerald Trunk rehabilitation project. 3.2.5 Conclusions Each of the lining and coating materials discussed above are acceptable for the Ceres Trunk Rehabilitation Project. Following discussion with the City, the Calcium Aluminate Cementitious Coating will be used to rehabilitate the existing sewer manholes as it provides additional years of protection and is less expensive than the other alternatives. The HDPE StudLiner will be used for all new precast and cast-in-place manhole structures to effectively protect the exposed concrete surfaces from corrosion. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 4-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 4 Design Concepts/Design Criteria This section provides a discussion of the design concepts and design criteria used in developing the recommended rehabilitation methods for the Ceres Trunk. The basic common elements used in the design are presented first, followed by specific design concepts to accommodate the various constraints along this pipeline alignment. 4.1 Project Overview The overall design concept for this Ceres Trunk Rehabilitation Project, presented in Figure 1-2, consists of rehabilitating the existing RCP pipeline or relocate to an alternative alignment along Zeff Road, and installing a redundant tunnel crossing at Highway 99. This project evaluated the pipeline and manhole condition and used that condition assessment to identify and develop rehabilitation scenarios for the pipeline. Where possible, multiple rehabilitation methods were identified to promote competition among the rehabilitation vendors and contractors to reduce the overall cost of the project. The entire alignment can be rehabilitated with the two identified rehabilitation methods. Drawings for the project alignment were developed using the City’s Geographic Information System (GIS) mapping, point survey data at Highway 99 and manholes located along the alignment as base map information. The alignment drawings are supplemented with details of structures and other initial details. 4.2 Project Datum According to the City’s benchmark book, the current elevation datum in use by the City for its control network is the North American Vertical Datum of 1988 (NAVD 88). All design surveys conducted to-date have been referenced to this datum, and this datum will be used for the design and construction of the improvements of this project. The record drawings for most of the pipeline improvements refer to the “City” datum which is 3.74 feet below the NAVD 88 datum. To convert elevations from the “City” datum to NAVD 88, it is necessary to subtract 3.74 feet. 4.3 City and County Standard Details The final design will incorporate City and Stanislaus County (County) Standard Details for paving and backfill where rehabilitation related construction will occur in City or County maintained roads. Consideration will be given to repaving entire travel lanes where warranted. City 2014 Standard Details and specifications will be utilized for manholes, frames and covers. 4.4 Existing Utilities There are some existing utilities crossing the Ceres Trunk. These utilities consist of both overhead and buried facilities. The alignment drawings show the approximate locations of the buried utilities identified by researching existing documents, contacting the utility owners, and field reconnaissance by project team members. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 4 4-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx The following utilities identified in Table 4-1 were contacted for information regarding existing facilities along the alignment: Table 4-1. Ceres Trunk Existing Utility Contacts Utility Owner Name Telephone Address AT&T Jacob Garcia [PHONE REDACTED] 5555 E Olive Ave. Rm 300 Fresno Ca 93727 Caltrans District 10 Rohullah Afzal [PHONE REDACTED] 1976 E Charter Way, Stockton, CA 95205 Charter Communication Abe Zamora [PHONE REDACTED] 773 N. Walnut Road Turlock, Ca 95380 City of Ceres Josh Ely [PHONE REDACTED] 2220 Magnolia Street Ceres, Ca 95307 City of Modesto Pete Kambel [PHONE REDACTED] 1010 Tenth Street Modesto, Ca 95353 Comcast Kevin Wilson [PHONE REDACTED] 5340 Brisa St., Livermore, Ca 94550 County of Stanislaus Rodger Cole [PHONE REDACTED] 1716 Morgan Rd, Modesto, CA 95358 Kinder Morgan Karly Payne [PHONE REDACTED] 1100 West Town & Country Road, Orange Ca 92868 Modesto Irrigation District Celia Aceves [PHONE REDACTED] 1231 11th St. PO Box 4060 Modesto, Ca 95352 PG&E Curt Sousa [PHONE REDACTED] 1524 N Carpenter Rd, Modesto, Ca 95351 Turlock Irrigation District Todd Troglin [PHONE REDACTED] 333 East Canal Drive P.O. Box 949 Turlock, Ca 95381 Note: These contacts will be confirmed prior to project advertising of the final design. 4.5 Design Flows The City provided preliminary design flows for use in the hydraulic evaluation. Flow data summaries are provided in Appendix E. The flow monitoring data were provided for Sites 8-1 (Ceres Trunk) and Site C (Basin Both sites experienced significant surcharging during the December 11, 2014 rainfall event which was characterized as a 50 year, 24 hour event. Table 4-2 presents the peak base flow and peak wet weather flow information for each of the basins. Flows from these two basins will impact the existing Ceres trunk and the proposed Zeff Road alternative alignment. Preliminary design flows will be updated with the City standard 10-year, 24-hour design flows following completion of the City’s new wastewater collection system hydraulic model which is expected to be available for final design in late 2015. Table 4-2. Design Flows Locations Design Flow, mgd Peak Base Flow Peak Wet Weather Flow Sites 8-1 (Ceres Trunk) 0.84 3.00 Site C (Basin C) 0.03 0.16 Total: 0.87 3.16 4.6 Construction Flow Bypass Different rehabilitation technologies will have specific construction flow bypass requirements, such as a complete bypass (CIPP) or partial bypass (SPR EX). When bypass pumping is needed, it is recommended that the bypass piping be buried at street intersections where traffic is heavy and at residential/commercial ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 4 4-3 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx driveways. Temporary piping located above grade should be protected with K-Rail barriers. Flow bypass at the Highway 99 and Crows Landing Road crossings will be possible once the new redundant sewer crossings are completed. Without these redundant crossings, the rehabilitation technologies would be limited to SPR EX, where bypassing is not needed under certain flow conditions (maximum 25 percent flow). For rehabilitation technologies where flow bypassing is required, bypassing arrangements will also be needed where local sewers or service connections tie into the Ceres Trunk. The 35 percent plan submittal in Appendix A identifies the manholes along the alignment with local sewer connections. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 5-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 5 Alternative Development and Analysis Two project pipe alignment alternatives were identified by the City for evaluation: Alternative 1: Rehabilitate Existing Ceres Trunk and Highway 99 Alignment Alternative 2: Zeff Road Alignment and Highway 99 Alignment These two alternatives are shown in Figure 1-2. Prior to developing a conceptual alignment for each alternative, the design concepts and design criteria were used to identify the recommended rehabilitation methods for the Ceres Trunk pipeline. The following sections present alternative descriptions, pipeline alignments, and alternative analysis associated with each alignment. 5.1 Alternative Development 5.1.1 Alternative 1: Rehabilitation of Existing Ceres Trunk Alternative 1 includes the following project components: Rehabilitation of the existing Ceres Trunk with CIPP or SPR EX. Rehabilitation of the existing manholes using the one of the lining materials discussed in Section 3. Installation of approximately 750 feet of new 24-inch diameter pipe parallel to the existing Ceres Trunk alignment crossing Highway 99. The new crossing will be constructed using conventional tunneling method where a 36-inch diameter steel casing is bored and jacked across Highway 99 and a smaller carrier pipe (24-inch diameter) is installed inside the casing. Two new diversion/junction structures to connect the new parallel sewer to the existing Ceres Trunk. 5.1.2 Alternative 2: Zeff Road Alignment Alternative 2 includes the following project components: Abandoning existing Ceres Trunk and manholes and installation of a new 24-inch diameter gravity sewer along Zeff Road with new manholes. Rehabilitation of the existing Ceres Trunk that crosses Highway 99 using CIPP or SPR EX. Installation of new service laterals with manholes/cleanouts to connect to new Zeff Road alignment. Abandoning existing 18-inch VCP sewer and installation of new 36-inch gravity sewer to connect to the Shackelford Crossing Siphon. Installation of approximately 750 feet of new 24-inch diameter pipe parallel to the existing Ceres Trunk alignment crossing Highway 99. The new crossing will be constructed using conventional tunneling method where a 36-inch diameter steel casing is bored and jacked across Highway 99 and a smaller carrier pipe (24-inch diameter) is installed inside the casing. Two new diversion/junction structures to connect the new parallel sewer to the existing Ceres Trunk. 5.2 Alternative Analysis A Pairwise Analysis was performed, to compare the pipeline alternatives and select a preferred alternative. This process included identifying and weighting the evaluation criteria so each alternative could be ranked ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 5 5-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx against the others. Evaluation criteria for this analysis are listed below. Brief descriptions of the criteria are provided in the following sections. Capital cost Accessibility for future maintenance activities Hydraulics (higher peak day flushing velocity; transport peak wet weather flow) Easement acquisition Reliability (pipeline location in relation to floodway and floodplain) Impact to business (during construction) Impact to traffic (during construction) 5.2.1 Criteria Discussion 5.2.1.1 Capital Cost The cost of construction for the new pipeline was estimated using unit costs for similar projects in northern California. Due to the smaller construction footprint, Alternative 1 has a lower total estimated cost than Alternative 2. 5.2.1.2 Accessibility A large portion of the Alternative 1 alignment is located within an easement behind the local businesses, which makes it very difficult to access and maintain. The Alternative 2 alignment is proposed in Zeff Road, which will make maintenance access much easier. 5.2.1.3 Hydraulics BC evaluated system flows using a hydraulic model in a steady-state condition under the peak day flow scenario for the two alternatives. Figures E-1 and E-2 in Appendix E illustrate the hydraulic profiles of Alternative 1 and 2, respectively. The hydraulic evaluation showed that the hydraulic grade line changes were negligible for both alternatives. By lowering the pipe invert coming into MH [PHONE REDACTED], Alternative 2 provides a higher and more uniform overall pipe velocity. Also, the new Shackelford siphon crossing alignment creates poor approach hydraulics with a potential for odors and a corrosive environment. A straighter entrance to siphon as proposed in Alternative 2 will improve hydraulics. 5.2.1.4 Easement Acquisition Alternative 1 does not require additional permanent easement. Alternative 2 will likely require additional permanent easement. 5.2.1.5 Reliability Figure E-3 in Appendix E shows the existing Ceres Trunk alignment is located within the Tuolumne River floodplain, increasing its likelihood and consequence of failure. Alternative 2 relocates the Ceres Trunk alignment into public right of way and out of the floodplain and will improve overall reliability of the sewer system. 5.2.1.6 Impacts to Business Impacts to businesses come from multiple sources including construction noise/dust, nearby construction activities, access delays or restrictions during construction, and ongoing access for maintenance activities. The Alternative 1 alignment is routed in close proximity to businesses and has a higher potential for these impacts. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 5 5-3 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx For Alternative 2, existing sewer services must be re-connected to the new pipeline in Zeff Road. 5.2.1.7 Traffic Impacts Traffic impacts during construction will be greatest for Alternative 2, which is located in Zeff Road. Traffic detours will be necessary during construction and will impact local businesses. 5.2.2 Pairwise Comparison Weighting Once the criteria were developed, a method of weighting the importance of each criteria was used to assign a percent weight to each criteria. The process used is known as a Pairwise Comparison where each criteria is compared to the others individually. BC met with City staff to complete the comparison. The results are shown in Table 5-1. In the table, each criteria is compared with another and the criteria that is more important between the two is listed in the cell corresponding to those two criteria. If each of the two criteria are really equally important, then both criteria are listed in that cell. Once this process is complete the total number of occurrences of each criteria is divided by the total number of all occurrences to calculate the percent weighting for each. In the table, Criteria D, easement acquisition was given a 1, the lowest number of occurrences, so the weight would not be zero. 5.2.3 Alternative Evaluation Results The results of the analysis are shown in Table 5-2. The table lists each criterion along with a brief explanation of how the scoring was assigned. The relative ranking was completed by selecting one alternative that is the best and worst for those criteria. Based on the analysis, Alternative 2 is the preferred alternative. Some factors that affected the analysis include: Pipe and access points outside of private property will improve access. Relocation of pipe out of floodway and floodplain will improve reliability. Reconstructed pipe inverts provide a higher and more uniform overall pipe velocity. Straight entrance to Shackelford siphon will improve hydraulics. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 5 5-4 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Table 5-1. Ceres Alignment Pairwise Comparison Criteria Capital Cost Accessibility Hydraulics Easement Acquisition Reliability Impacts to Business Traffic Impacts A B C D E F G Capital Cost A B A A A A A Accessibility B B B B B B Hydraulics C C C C C Easement Acquisition D E F G Reliability E E E Impacts to Business F F Traffic Impacts G Total Score 5 6 4 1 3 2 1 Weight 23% 27% 18% 5% 14% 9% 5% Total Occurrences 22 ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 5 5-5 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Table 5-2. Ceres Preliminary Alignment Analysis Criteria Weight Alignment Alternative 1, Existing Ceres Trunk Rehabilitation Alignment Alternative 2, Zeff Road Open Cut Score1 Weighted Score Score1 Weighted Score Capital Cost 23% 2 0.45 1 0.23 Total estimated cost: $3.12 Million Total estimated cost: $5.35 Million Accessibility 27% 1 0.27 2 0.55 Exist Ceres Trunk alignment is located in private property with limited access for maintenance. Pipe and access points outside of private property will improve access. Hydraulics 18% 1 0.18 2 0.36 Poor peak day flow velocity. Straight entrance to siphon will improve hydraulics. Better Peak day flow velocity. Easement Acquisition 5% 2 0.09 1 0.05 No permanent easement acquisition will be needed west of Highway 99. May need to acquire additional permanent easement west of Highway 99. Reliability 14% 1 0.14 2 0.27 Existing Ceres Trunk is located within the Tuolumne River floodplain. Relocation of pipe out of floodplain will improve reliability. Impacts to Business 9% 2 0.18 1 0.09 Businesses will be impacted by construction activities within the existing sewer easements. No sewer services will be re-routed. Majority of the construction will be in the public right of way. All existing sewer services must be re-routed to Zeff Road. Traffic Impacts 5% 2 0.09 1 0.05 Minimum traffic impacts. Traffic on Zeff Road will be impacted during construction. Total (Higher is better) 100% 1.41 1.59 Notes: 1. Relative scoring of alternatives will assign a 2 for the best alternative, 1 for the second best. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 6-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 6 Special Facilities There are three different types of special facilities located along the Ceres Trunk and they are described in this section. The facilities provide long term reliability, flow diversion flexibility, and ease of regular maintenance to the Ceres Trunk. Initial plans and details associated with these facilities are shown in the Drawings in Appendix A. 6.1 Tunnel Crossings A new tunnel crossing is included in this project to provide a redundant crossing for a critical facility under Highway 99. This new crossing will also facilitate the future maintenance of the Ceres Trunk pipeline at the existing crossing as specifically requested by the City. This crossing is discussed in further detail below. 6.1.1 Highway 99 Crossing The existing 24-inch diameter RCP segment of the Ceres Trunk is approximately 306 feet long when crossing underneath Highway 99 from an easement adjacent to Crows Landing Road to Zeff Road. The condition assessment indicated extensive concrete corrosion of the pipe walls. The recommended that a new redundant sewer crossing be installed across Highway 99 to reduce risk in the event of a collapse or blockage of the existing sewer underneath the highway. The existing pipe will be rehabilitated following the installation of the redundant crossing. The pipeline alignment option that is currently under consideration for the new Highway 99 crossing is to construct approximately 330 feet of new gravity sewer line parallel to the existing Ceres Trunk alignment across the Caltrans right of way. Additionally, a new manhole and approximately 419 feet of 24- inch diameter sewer line will be constructed on the east side of the highway as part of this option to reconnect the crossing with the Ceres Trunk alignment in Crows Landing Road. Two new manholes will also be needed on either side of the Highway to connect the new parallel redundant sewer to the existing Ceres Trunk. The new crossing will be constructed using trenchless technologies that are approved by Caltrans, so that neither traffic interruption nor structural instability will result by the construction. Caltrans’ preferred method is a conventional tunneling method where a large steel casing (36-inch diameter) is bored and jacked across Highway 99 and then a smaller carrier pipe (24-inch diameter) is installed inside the casing. After the installation of the carrier pipe, the annular space between the carrier pipe and the steel casing is filled with grout or sand, at the discretion of the Caltrans District Permit Engineer. There are a number of viable pipe materials to use for the carrier pipe such as PVC, FRPM, VCP, or HDPE pipe. The tunneling launch pit will be located on the east side of Highway 99 and the receiving pit will be located on the west side of the highway. This is primarily due to construction access restraints on the west side of the highway and potential utility conflicts within Zeff Road. 6.2 Diversion and Junction Structures Two diversion/junction structures will be required for the redundant sewer crossing at Highway 99. Additional discussion of each of these structures is provided in this section. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 6 6-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 6.2.1 Highway 99 Crossing Rehabilitation of the existing Ceres Trunk at Highway 99 will require sequencing the construction so that bypassing beneath Highway 99 can occur through the new redundant tunnel crossing. The immediate benefit of the diversion and junction structures is that flow can be diverted out of the existing Ceres Trunk so that it can be rehabilitated. The long term benefit for the new diversion structures at both sides of Highway 99 is to provide flow diversion capabilities between the new redundant sewer and the rehabilitated Ceres Trunk. The diversion structure will be a cast-in-place concrete construction that will have sufficient space to accommodate multiple 24-inch diameter pipe connections (three for the diversion structure and three for the junction structure). Each connection will have slide gates for flow isolation between barrels to facilitate maintenance and inspection. The roof of the structures will be flat slabs set to grade to provide as much working room as possible in the structure. Since these structures are confined spaces, no ladders are provided. The actual dimensions and configurations of these two structures will be investigated further during final design. Preliminary design concepts for these two structures are presented in Drawing S-01 and S-02 in Appendix A. 6.3 Buried Manholes and Point Repairs There are two locations along the Ceres Trunk where existing manholes were paved over or are buried under the existing ground. These manholes are numbered: [PHONE REDACTED], and MH-EX01 (City should provide MH number). MH [PHONE REDACTED] will need to be recovered in the field and abandoned in place in accordance to the project specification. The top of MH-EX01 should be raised to match the existing grade and new manhole ring and cover should also be installed so regular maintenance can be conducted on Ceres Trunk as needed through this manhole. These manholes will be indicated for recovery (raise to grade) as part of the final design. ---PAGE BREAK--- 7-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 7 Construction Considerations Selection of rehabilitation types for the Ceres Trunk pipeline considered the construction methods and their impact on the properties and streets adjacent to the construction. Included in this section are descriptions of the Highway 99 tunnel crossing, existing utilities, construction access pits, temporary construction easements and traffic control. 7.1 Highway 99 Trunk Rehabilitation and Tunnel Crossing Rehabilitation of the existing Ceres Trunk at Highway 99 will require staging the construction so that bypassing can occur through the new redundant tunnel crossing. Access structures will be constructed at either side of the crossing so flow can be diverted out of the existing trunk sewer pipe so it can be rehabilitated. The only other rehabilitation option at this location is to require construction via SPR EX during very low flow periods. Additional discussion of this crossing and its associated junction and diversion structures is provided in Section 6. 7.2 Existing Utilities – Buried and Overhead The proposed Ceres Trunk alignment is located in the public right-of-way where other utilities are present. These other utilities were considered in the selection of access structure locations and the ability to construct pits to allow installation of the various rehabilitation methods. California State Government Code No. 4216 requires the use of a call before you dig service, like Underground Service Alert (USA), to allow the utility owners to confirm the location of their facilities in the field. The code requires special utility contact and onsite coordination during construction for work within 5 feet of utilities with explosive products, like high pressure gas lines. The utility research performed to date for the project has identified a number of potential utility conflicts that will need to be worked around during the design and construction of this project. Additional survey and potholing work to identify utilities will be completed during final design. The most common utility conflict appears to be with underground water and gas utilities. It does appear that these can be avoided through strategic placement of the new pipeline alignment and access pits. Exact locations for these utilities will be confirmed during the final design phase. There are also some overhead and underground electrical and communication utilities along the project alignment. Overhead utility lines will be checked during final design to determine what special clearances are required to protect those lines. Access pit locations need to have sufficient vertical space to allow a boom truck or crane to work at the site safely during construction and shoring installation/removal. There are also multiple PG&E gas lines within the sewer easement near the Shackelford siphon crossing. City staff commented that these gas lines within the sewer easement were abandoned, which will need to be confirmed during final design. These abandoned gas lines in this location will be removed prior to installing the new 30-inch gravity sewer which will tie in the Shackelford crossing with the proposed Ceres Trunk on Zeff Road. 7.3 Construction Access Up to three types of access will be required as part of the construction, depending on the final rehabilitation method implemented by the contractor. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 7 7-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Access for CIPP installation. CIPP access will likely not require any excavation. At a maximum, the manhole frame and cover would need to be removed to allow wider access into the manhole. The maximum spacing for the CIPP access pits would be 1,000 feet, assuming that the wet-out liner is trucked to the site and that an on-site wet-out process is not needed. The work area associated with the CIPP installation is approximately 2,100 sf, including a water source and two large tractor trailer rigs. Access for SPR EX installation. SPR EX access will also likely not require any excavation. At a maximum, the manhole frame and cover would need to be removed to allow wider access into the manhole. The maximum spacing for the SPR EX access pits would be 3,000 feet. The work area associated with the SPR EX installation is approximately 1,000 sf. Access for special structures. Construction of the Diversion Box structure upstream of the Highway 99 crossing and the Junction Box at the end of this crossing will require individually sized access pits depending on the work taking place at these locations. These pits will likely require openings at least 8 feet larger than a given outside dimension of the new structure, to allow for safe construction. Work at these locations will require the use of vertical shoring for safe construction access and minimal surface disruption. 7.4 Temporary Construction Easements Most of the Ceres Trunk work will be completed within the existing sewer easement and public right-of-way. However, most of the work will occur within the public streets, causing additional construction resources to be dedicated to traffic control. Depending on whether temporary construction easements will be needed for relocating the laterals from the affected businesses to the proposed Ceres Trunk on Zeff Road, potentially only one temporary construction easement may be needed at the tunneling launch pit located on the east side of Highway 99. Since the existing easement along the southern edge of the 563 Crows Landing Road property may be a private road easement, the City will need to obtain a permanent easement for the proposed sewer alignment. It is the City’s preference that material storage be handled independently by the contractor, rather than acquiring temporary easements. Currently identified parcels that may require temporary or permanent easements are identified in Table 7-1. Table 7-1. Construction Easement Easement Type Location Assessor Parcel Number (APN) Approximate Easement Area (Square Feet) Temporary 563 Crows Landing Road and Highway 99 038-021-009 2,000 (40’x50’) Permanent 563 Crows Landing Road and Highway 99 038-021-009 12,000 (30’x400’) 7.5 Traffic Control This section summarizes the traffic control measures associated with construction of the Ceres Trunk. The project will require open-cut excavation along Zeff Road and crossing Crows Landing Road. The open-cut excavation will be located within various road rights-of-way and will require implementation of traffic control measures during construction. Traffic control measures will be coordinated with the City and County traffic engineers. Both of the effected roadways are 2-lane facilities. Closing of Crows Landing Road and Zeff Road may also be needed for limited work activities dependent on field conditions. Standard construction signing and delineation for lane closures and for detours as presented in the California Manual of Uniform Traffic Control Devices (CA MUTCD) and State Standard Plans should be utilized. CA MUTCD Figure 6H-10 and State ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 7 7-3 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Standard plan T13 display typical applications for a lane closure on a two-lane roadway using flaggers. CA MUTCD Figures 6H-8 and 6H-9 display typical road closure and detour signing procedures. Traffic control in the County will be handled as part of a County Encroachment Permit. 7.5.1 Description of Work Construction activity at any one location is expected to vary from a day or up to a week. Open cut excavation to install the new pipeline will involve vertical shoring to minimize the required trench size and confine the work zone to one side of the affected street. If possible, excavated area will be trench plated during non work hours to open the street segments to two-way traffic. Related work will also consist of installation of temporary above ground piping and pumps to provide bypass pumping on one sewer segment on Zeff Road (MH [PHONE REDACTED] to MH [PHONE REDACTED]). This piping will be installed along the side of the road and be protected with K-Rail barriers depending on field conditions. 7.5.2 Public Outreach Advance notification to alert motorists, businesses and residents of any upcoming construction should occur at least two weeks prior to beginning of work along any of the routes. More detailed coordination will be necessary with businesses with regular truck delivery traffic. We recommend the following tasks be undertaken to disseminate as much information as possible to affected parties. Mailings or fliers should be delivered to any adjacent residents or businesses along the roads to inform them of impending construction and what they can expect in terms of construction schedules and delays. This should include a sketch of any lane closures or detour routes that will be in place once construction begins. Advance notification of lane closures should be installed on the roadways as soon as the contractor has determined the schedule. This is critical to the higher volume work sites such as Zeff Road and Crows Landing Road and will require use of changeable message signs on Zeff Road and Crows Landing Road and on major intersecting roads in the vicinity of the work zone. Construction notification should be provided to all pertinent public agencies in accordance with the procedures set forth by the City's Construction Administration Division. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 8-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 8 Geotechnical Investigation This section of the PDR presents a summary of the work that will be conducted for the geotechnical investigations portion of the Ceres Trunk Rehabilitation Project. The primary purpose of the geotechnical investigation is to establish geotechnical design criteria related to installation of a redundant crossing of Highway 99. Another significant purpose of the geotechnical investigation is to determine the kinds of subsurface conditions that are likely to be encountered when making excavations elsewhere along the proposed sewer alignment. Crawford & Associates will conduct the geotechnical investigation for this project during the final design phase. The investigation will include two borings on either side of the Highway 99 crossing, one boring at Crows Landing Road, and two borings along Zeff Road to identify subsurface conditions. 8.1 Tunnel Crossings For the purposes of this PDR, we have assumed that the Highway 99 casing pipe will be approximately 36 inches in diameter, and that the casing will be installed by bore-and-jack, guided boring or microtunneling from beyond the limits of Caltrans’ right-of-way (approximately 320 feet). The depth of the sewer invert will be approximately 13 feet below ground surface (BGS), and the depth of the casing invert will be approximately 14 feet BGS. 8.2 Trench Excavations Trench excavation will be required throughout the project area. Excavation should be possible using conventional excavation equipment. Use of sloped excavation walls will be impractical nearly everywhere, due to the location of the sewer within public streets. Vertical trench walls may generally be shored using conventional shoring. Where loose and/or running soils are encountered, solid shoring will be required. The design will identify potential areas within the project that will require solid shoring. Groundwater depths throughout the project area will be determined after the borings are conducted. Depending on the depth, groundwater dewatering may be needed for construction of the improvements. The contractor will also be required to provide measures to prevent rainwater from entering excavations, and to remove and dispose of rainwater that collects in the excavations. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 9-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 9 Environmental Sampling Crawford & Associates performed a limited hazardous materials soil screening along a portion of the proposed Ceres Trunk alignment where open cut construction is anticipated. The property in question is adjacent to an existing auto recycling company. Samples were taken within the existing property between Crows Landing Road and Highway 99, located approximately 275 feet north of the intersection of Blankenburg Avenue and Crows Landing Road. The boring locations are shown on Figure 9-1. 9.1 Sampling Summary The field sampling consisted of four borings to 24 feet below the existing grade. Ten soil samples from these exploratory borings were sent to a lab to test for hazardous materials such as Total Petroleum Hydrocarbons (TPH), Volatile Organic Compounds (VOCs), Biphenyls (PCBs), Aromatic Hydrocarbons (PAHs), and CAM 17 Total Metals laboratory testing. 9.2 Laboratory Test Results The laboratory results were compared with the California Human Health Screening Levels for industrial sites to estimate the human health risk due to dermal absorption, inhalation and ingestion. The U.S Environmental Protection Agency’s (EPA) Region 9 Regional Screening Level (RSL) tables for industrial sites were used when there was no provided for a certain contaminant. The lab results indicated the following: CAM 17 metals (except for arsenic) reported below the screening level and TTLC at all sample locations. Arsenic levels range from 1.4 to 3.3 mg/kg, which is above the however, the result is within the range of typical background concentrations in California. Arsenic background levels for California range from 0.59 to 11 mg/kg. The total chromium reported for sample B1 at depth 3 to 5 feet was ten times the Soluble Threshold Limit Concentration (STLC). Therefore, the sample was tested to determine the amount of soluble chromium. Soluble chromium was non-detect at this location. PAH (Pyrene), SVOC (Phenol), TPH (gasoline, diesel and motor oil) reported below the screening level at all sample locations PCBs and VOCs, reported non‐detect at all sample locations Percent moistures range from 2.2 to 19.4 pH values range from 6.2 to 8.4 9.3 Conclusion While one bore sample tested higher than the STLC, soluble chromium was not detected at the location. Additionally, there were no PCBs and VOCs detected at the sample locations. The complete results of the field sampling are included in Appendix G. ---PAGE BREAK--- Crows Landing Road Blankenburg Ave SR-99 P1 B4 B3 B2 B1 Project Location Project Mgr. Project Eng. Designer Checked By Drawn By By Date Project No. Scale Date Ceres Trunk Sewer Line Environmental Sampling Modesto, California 15-225.1 Figure 9-1 Site Vicinity and Exploration Location Map N/A 6/11/15 6/11/15 NRA 6/11/15 DPC Vicinity Map PROPOSED PIPELINE ALIGNMENT North 0 1000' 2000' North 0 30' 60' BORING LOCATIONS LEGEND B1 ---PAGE BREAK--- 10-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 10 Permitting and CEQA Considerations This section of the PDR presents a summary of the permitting and California Environmental Quality Act (CEQA) considerations for the Ceres Trunk Project. Project CEQA needs and mitigation measure tasks will be performed by the City, with project description assistance from BC. Permitting issues related to the Caltrans, City and County were investigated as part of this report. Specific references and permit application materials for the County and Caltrans are included as Appendix C of this PDR. Caltrans documents are extensive and not all are included in this Appendix. They are available on the Caltrans website: http://www.dot.ca.gov/hq/traffops/developserv/permits/ 10.1 Project CEQA Needs Compliance with CEQA is necessary for this project. A draft Master Environmental Impact Report (MEIR) on the City’s Wastewater Master Plan was published on December 21, 2006 and final determination was filed on March 13, 2007. The MEIR analyzed the program of facility improvements proposed in the Wastewater Master Plan, including the Ceres Trunk Rehabilitation project. The City’s CEQA work will confirm, clarify and modify the engineering assumptions for these projects as included in the Wastewater Master Plan. Sections 15177 and 15178 of the CEQA Guidelines address consideration of subsequent projects that are identified in a MEIR. Initial discussions with City staff indicate that they are taking the position of a Categorical Exemption (including the tunnel crossings) and are not intending to prepare an Initial Study with a Mitigated Negative Declaration. 10.2 Caltrans Caltrans utility encroachment activities where a public utility owner is a fee exempt permit for activities such as upgrading the Ceres Trunk. All utility encroachments shall be designed in compliance with Section 309 of the Highway Design Manual. Access to the facilities is only permitted from frontage roads, public roads, or auxiliary roads. A permit must be issued to the owner of the encroaching facility. The permit application process usually takes 4-5 months. The Contractor will need to obtain an additional permit (applicable fee applies) prior to construction. The following restrictions apply to transverse encroachments: Crossings should be normal (90 degrees) to the highway where practical. Caltrans may allow skews up to 30 degrees from normal. After discussing with Caltrans, we determined that the skew crossing may be possible since there is an existing facility crossing the highway that we are paralleling. New installations shall be made by boring and jacking, directional drilling or other methods approved by Caltrans. Studies must establish that the soil structure is sufficiently stable. Permanent access portals must be located outside the right-of-way line. Underground, transverse gravity facilities require encasement between right-of-way lines. For tunnel casings over 150 feet in length and between 30 inches and 38 inches in diameter, the steel pipe casing shall be a minimum ½ inch thickness. The casing shall include grout or blown sand, at the discretion of the Caltrans District Permit Engineer. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 10 10-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 10.3 NPDES Permit for Stormwater Discharges Associated with Construction Activity The National Pollutant Discharge Elimination System (NPDES) requires a General Permit for stormwater discharges associated with construction activity of greater that one acre. The contractor will be required to file a Notice of Intent (NOI) with the State Water Resources Control Board and develop a Storm Water Pollution Prevention Plan that meets the NPDES General Permit Conditions. The City and County will require separate permits. 10.4 County Encroachment Permit The County Department of Public Works 2014 Standards and Specifications specifies that a number of specific items must be submitted prior to issuance of an encroachment permit for construction within the County’s public right-of-way. This detailed list of items is summarized below and included in Appendix C. A set of improvement plans. A Certificate of Insurance. Appropriate fees shall be paid. Call the inspector prior to starting work and for final inspection. Perform the work according to County Standards and Specifications. Call USA for utility locations. File NOI with the and keep SWPP on-site. Provide filter screens in grates to prevent silt contamination. Traffic lanes shall remain open Mon-Fri: 7:30 -8:30 a.m.; 4:30-5:30 p.m. Full street closures require a separate permit. Partial street closures may be coordinated with the inspector. All traffic control shall follow the Caltrans manual. 10.5 City Encroachment Permit The City’s 2014 Standard Specifications require an encroachment permit for construction within the City’s public right-of-way. A number of specific items must be submitted prior to issuance of the permit and during construction. This detailed list of items is summarized below. Notify the inspector 48 hours prior to starting work and for final inspection. Perform the work according to the City Standard Specifications and Municipal Code. Call USA for utility locations. File NOI with the and keep on-site (If greater than one acre). Comply with City Stormwater Erosion and Sediment Control provisions. Notify Fire and Police prior to closing any streets or alleys. Traffic lanes shall remain open Mon-Fri: 7:30 -8:30 a.m.; 4:30-5:30 p.m. Full street closures require City approval and permit. Partial street closures may be coordinated with the inspector. All traffic control shall follow the Caltrans manual. ---PAGE BREAK--- 11-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 11 Construction Cost Estimate This section provides the estimated construction cost to rehabilitate the Ceres Trunk. The estimated construction costs were developed assuming one pipeline construction contract is going to be advertised to construct the project. For the detailed cost estimate, refer to Appendix D. 11.1 Basis of Construction Costs Development of the construction costs was based on several sources of information. These included review of bids for similar size piping systems recently constructed in the Northern California, standard estimating guides, discussions with local contractors and equipment suppliers, and the knowledge of some of the potential construction constraints related to the difficult construction areas along the project alignment. The cost estimate is considered Class 3 estimate, according to the Association for the Advancement of Cost Engineering International (AACE) criteria. A Class 3 estimate is defined as a Project Budget Estimate or Funding Request Estimate. Typically, engineering is from 10 to 40 percent complete. Class 3 estimates are used to prepare budget funding request or to evaluate design options and form the base work for the Class 2 Design Baseline or Control Estimate. Expected accuracy for Class 3 estimates typically range from -20 to +30 percent, depending on the technological complexity of the project, appropriate reference information and the inclusion of an appropriate contingency determination. In unusual circumstances, ranges could exceed those shown. Costs were developed based on preliminary pipeline and diameters. Unit costs include mobilization; demobilization; traffic control; bypass pumping; pipe installation; standard MHs at typical intervals; typical surface restoration; overhead; and profit. A construction contingency of 30 percent is included in the unit construction costs to account for unknown conditions, design completion level of the project, and bidding climate factors. These estimates are in 2015 dollars and do not include costs for temporary or permanent easement acquisition. Additional special negotiated improvements that may be required as part of each jurisdiction’s encroachment permits (City, County, Caltrans, etc.) are not included in the estimated construction cost. Costs have been escalated to the midpoint of the proposed construction schedule. A summary of the estimated project construction costs are shown in Table 11-1. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 11 11-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 11.2 Construction Cost Estimate Summary Table 11-1. Construction Cost Estimate Summary Bid Item Description Quantity Type Unit Cost Construction Cost1,2 01 Mobilization / Demobilization 1 Lump Sum $175,000 $175,000 02 Construction Area Signs & Traffic Control 1 Lump Sum $43,000 $43,000 03 Bypass Pumping 1 Lump Sum $332,000 $332,000 04 Install New 48-inch Diameter Manholes 7 Each $15,000 $105,000 05 Install New 60-inch Diameter Manholes 10 Each $27,000 $270,000 06 24-inch CIPP from New MH01 to New MH02 732 Lineal Feet $224 $164,000 07 Install New 36-inch Hwy 99 Crossing 311 Lineal Feet $1,077 $335,000 08 Install New Junction/Diversion Structure 2 Each $83,000 $166,000 09 Install New 24-inch Open Cut Pipeline 3,532 Lineal Feet $416 $1,470,000 10 Abandon Existing 18-inch VCP Pipeline 978 Lineal Feet $49 $48,000 11 Abandon Existing 24-inch VCP Pipeline 1,972 Lineal Feet $88 $174,000 12 Abandon Existing Manholes 9 Each $2,556 $23,000 13 Install New 12-inch Service Laterals 2,100 Lineal Feet $214 $450,000 14 Install New Manholes for New 12-inch Service Laterals 3 Each $13,300 $40,000 15 Pavement Restoration 7,000 Sq. Yards $162 $ 1,132,000 16 Raise Manhole Casting 1 Each $1,000 $1,000 17 Coat Manhole 340 Sq. Feet $21 $7,000 18 Plug 18-inch and 24-inch Sewer 1 Lump Sum $5,000 $5,000 19 Connect 24-inch Sewer to Existing Manhole 1 Each $2,000 $2,000 Total $4,940,000 1 Construction Costs have been rounded to the nearest $1,000. Refer to Appendix D for the detailed cost estimate. 2 Construction Costs include a 30 percent contingency. ---PAGE BREAK--- 12-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 12 Project Schedule This section presents the Ceres Trunk Line Rehabilitation project schedule through the final design and construction phases of the project. The project schedule must take into account work activities, such as temporary construction easement acquisition and permits, which are difficult to predict their duration. Several assumptions and constraints were made in developing the overall schedule and these are presented in the following list: 1. Temporary construction easements (TCE) cannot be acquired until the CEQA documentation and the project are adopted by the City of Modesto, City Council (Council). 2. TCE acquisition will not require imminent domain action resulting in going to trial. 3. Time needed for City review and processing of agreement authorization is approximately 5-6 weeks and needs to be coordinated with regularly scheduled Council meetings. 4. Standard review time for major submittal documents will typically be two weeks or less. 5. Permit acquisition related to Caltrans and Stanislaus County encroachment permits will be straight- forward. 6. Project advertising and bid period is estimated to be four weeks. The results of the project schedule development with the assumptions and constraints listed above are shown in Figure 12-1. The final design will begin in late October 2015. Final design acceptance is anticipated in April 2016. The design acceptance is based on the complete contract documents that include the permit conditions, and information on TCEs as needed along the alignment. The final completion date for the Ceres Trunk Line Rehabilitation is scheduled for May 2017. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ID Task Name Duration Start Finish 1 Preliminary Design 199 days Thu 1/8/15 Tue 10/13/15 2 Kickoff Meeting 1 day Thu 1/8/15 Thu 1/8/15 3 Data Collection and Review 35 days Fri 1/9/15 Thu 2/26/15 4 Review Existing Information 35 days Fri 1/9/15 Thu 2/26/15 5 Condition Assessment 25 days Fri 1/23/15 Thu 2/26/15 6 Alternatives Evaluation 21 days Fri 2/27/15 Fri 3/27/15 7 Evaluation Level Design and Cost Estimate 20 days Fri 2/27/15 Thu 3/26/15 8 Alternatives Workshop 1 day Fri 3/27/15 Fri 3/27/15 9 Preliminary Design Report (PDR) 142 days Mon 3/30/15 Tue 10/13/15 10 Survey and Geotechnical 20 days Mon 3/30/15 Fri 4/24/15 11 PDR Development 40 days Mon 4/27/15 Fri 6/19/15 12 Design Document Development 40 days Mon 4/27/15 Fri 6/19/15 13 Cost Estimate 10 days Mon 6/22/15 Fri 7/3/15 14 Submit Draft PDR and Design Documents 1 day Mon 7/6/15 Mon 7/6/15 15 City Review of Draft PDR and Design Documents 20 days Tue 7/7/15 Mon 8/3/15 16 Final PDR and Design Documents 30 days Tue 8/4/15 Mon 9/14/15 17 City Council Acceptance of PDR 1 day Tue 10/13/15 Tue 10/13/15 18 Final Design 161 days Mon 10/26/15 Mon 6/6/16 19 Kickoff Meeting 1 day Mon 10/26/15 Mon 10/26/15 20 Final Design Documents 120 days Tue 10/27/15 Mon 4/11/16 21 90 Percent Design 80 days Tue 10/27/15 Mon 2/15/16 22 City Review of 90 Percent Design 10 days Tue 2/16/16 Mon 2/29/16 23 Final Design Submittal 30 days Tue 3/1/16 Mon 4/11/16 24 Final Design Investigations 120 days Tue 10/27/15 Mon 4/11/16 25 Public Outreach 20 days Tue 10/27/15 Mon 11/23/15 26 Utility Potholling 20 days Tue 11/24/15 Mon 12/21/15 27 Survey/Easement Descriptions 40 days Tue 11/24/15 Mon 1/18/16 28 Easement Acquistion 60 days Tue 1/19/16 Mon 4/11/16 29 Permits 60 days Tue 10/27/15 Mon 1/18/16 30 Bid Period Services 40 days Tue 4/12/16 Mon 6/6/16 31 Construction 240 days Tue 6/7/16 Mon 5/8/17 10/13 10/26 Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May 2016 Task Split Milestone Summary Project Summary External Tasks External Milestone Inactive Task Inactive Milestone Inactive Summary Manual Task Duration-only Manual Summary Rollup Manual Summary Start-only Finish-only Progress Deadline Figure 12-1. City of Modesto Ceres Trunk Rehabilitation and Reliability Project Schedule Page 1 Project: Ceres Trunk Schedule 10-7-14 Date: Wed 9/9/15 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 13-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 13 Recommended Project This section presents a summary of the design conditions identified in this report, the identified rehabilitation options and the recommendations for the Ceres Trunk project. The recommended Alternative 2 includes specific recommendations for rehabilitation and replacement of the existing Ceres Trunk as well as the addition of redundant crossing at Highway 99. The recommended project is shown on Figure 13-1. 13.1 Summary of Design Conditions and Solutions The following list provides a summary of the design conditions and project solutions identified as a result of the Preliminary Design effort completed by the project team: The existing pipeline corrosion varies from minor to severe in locations where the concrete is eroded to the point of pipe failure. The pipeline alignment primarily follows industrial and commercial street right-of-way corridors with some major street crossings at Zeff Road and Crows Landing Road. Traffic control will be an important aspect to successful completion of this project. The design must provide a rehabilitated Ceres Trunk that corrects for the corrosion levels in the pipe and manholes. Bypass pumping may be required depending on the type of rehabilitation technology selected for the project. Multiple rehabilitation methods should be identified where possible to promote competition among contractors and rehabilitation vendors. Two pipeline rehabilitation and three manhole rehabilitation options were identified for the project. A redundant tunnel crossing will be added under Highway 99. This crossing will include a new diversion box upstream of the tunnel and a new junction box of the tunnel. A plan and profile detail of the diversion and junction boxes is provided in the 35 percent design drawings in Appendix A. Project encroachment permits will be required for work in the City, County and Caltrans right-of-ways. 13.2 Ceres Trunk Rehabilitation Options Multiple rehabilitation or relocation options were identified for the Ceres Trunk line and manholes due to system hydraulics in some locations. The Ceres Trunk rehabilitation options are presented in the sections below. 13.2.1 Liner Options The following liner materials are acceptable rehabilitation candidates for the existing Ceres Trunk: CIPP and SPR EX. Below are reasons why each of these materials is acceptable: 1. Both CIPP and SPR EX allow for complete structural rehabilitation while minimizing reduction in hydraulic capacity. 2. Each method provides a fully trenchless solution to limit the need for excavation in the street. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report Section 13 13-2 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx 13.2.2 Alignment Options This PDR presented two different alternatives for rehabilitating or replacing the existing Ceres Trunk. Each of the alternatives is described in Section 5. To compare the pipeline alternatives and quantify differences, evaluation criteria were defined so each alternative could be ranked against the others. Based on this analysis, Alternative 2 is the preferred alternative. Some factors that affected the analysis include: Pipe and access points in the public right-of-way will improve access. Relocation of pipe out of floodplain will improve reliability and serviceability. New pipe profile will provides higher and more uniform overall pipe velocity. Straight entrance to Shackelford siphon will improve siphon hydraulic performance. 13.3 Recommended Project Based on the results of this preliminary design investigation, Alternative 2 is the apparent best rehabilitation option with a total project cost of $4,940,000. The total project construction costs for the pipeline rehabilitation/relocation and tunneling options are presented in detail in Section 11 of this report. ---PAGE BREAK--- MH02 MH03 MH01 Z118 Z116 Z114 Z112 Z110 Z108 Z106 Z104 Z102 Z100 LMH07 LMH08 LMH04 LMH06 LMH05 LMH03 LMH02 LMH01 90803 91202 91208 90806 90805 90804 90802 90807 90402 90403 90101 MH-EX01 MH-EX02 947' 819' 492' 688' 438' 419' 390' 372' 366' 356' 348' 332' 329' 309' 307' 305' 234' 227' 188' 173' 157' 155' 147' 138' 124' 67' 188' 038-022-011 038-022-009 038-021-031 038-022-013 038-021-028 038-021-024 038-021-030 038-021-029 038-022-012 038-022-014 038-019-037 038-021-019 038-022-007 038-021-009 038-021-022 038-020-023 038-032-002 038-032-039 038-021-007 038-002-008 038-020-025 038-021-021 038-020-024 038-021-008 038-021-012 038-031-068 038-031-001 038-020-001 038-031-002 038-033-011 038-031-045 038-021-027 038-032-040 038-022-002 038-031-003 038-022-001 038-032-003 038-022-003 038-020-004 038-033-012 038-031-042 038-031-041 038-020-002 038-020-019 038-033-005 038-033-004 038-020-016 038-020-003 038-020-017 038-020-020 038-033-003 038-002-009 038-031-046 037-036-003 038-021-018 037-036-003 ZEFF RD CROWS LANDING RD HWY 99 (OFF RAMP) S PECOS AVE PUEBLO AVE HWY 99 (ON RAMP) N HWY 99 (ON RAMP) HWY 99 (OFF RAMP) N BLANKENBURG AVE HWY 99 HWY 99 Legend !.Ex. Ceres MHs !.New Ceres MHs Ex. Sewer_MHs Replace Rehab Abandon Ex. Sewer Lines Existing 24" Pipe Existing 30" Pipe New 12" Lateral New 18" Pipe New 24" Pipe New 30" Pipe Service Layer Credits: Source: Esri, DigitalGlobe, GeoEye, i-cubed, Geographics, CNES/Airbus DS, USDA, USGS, AEX, P:\GIS\Modesto\mxd\Ceres0513.mxd Author: Kevin Kai DISCLAIMER: THE INFORMATION CONTAINED IN THIS DRAWING AND/OR FILE HAS BEEN PREPARED BY BROWN AND CALDWELL IN THE PREPARATION OF WORK PRODUCT PURSUANT TO AN AGREEMENT BETWEEN BROWN AND CALDWELL AND ITS CLIENT. THE RECIPIENT RECOGNIZES THAT THIS PRODUCT IS INTENDED PURELY FOR INFORMATIONAL PURPOSES AND IS BEING PROVIDED SOLELY AS A CONVENIENCE TO THE RECIPIENT. DUE TO THE ALTERABLE NATURE OF ELECTRONIC DOCUMENTS, THE RECIPIENT MAY NOT RELY ON THIS INFORMATION FOR ACCURACY OR CONTENT. BROWN AND CALDWELL MAKES NO REPRESENTATIONS REGARDING THE SUITABILITY FOR THE INTENDED USE OF THE RECIPIENT; (II) FITNESS FOR ANY PARTICULAR PURPOSE; OR (III) SUITABILITY FOR USE WITH ANY SOFTWARE OR HARDWARE. THE INFORMATION, DESIGN AND IDEAS CONTAINED IN THIS DRAWING AND/OR FILE ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE THAT IS NOT AUTHORIZED, IN WRITING, BY BROWN AND CALDWELL. 0 200 100 Feet Ü Date: 5/13/2015 Alignment 2 (Zeff Road) Figure 1-2 City of Modesto CeresTrunk Rehabilitation Prefered Alignment Alignment 1 (Existing) Redundant HW99 Tunnel Crossing 038-031-068 038-031-045 038-031-042 038-031-041 038-031-046 12-1 Diversion Structure Junction Structure Remove Ex 24" SS and Replace with New 24" SS Remove Ex 18" SS and Replace With New 24" SS New 24" Pipe 13-1 Z116 Z118 91212 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 14-1 Use of contents on this sheet is subject to the limitations specified at the end of this document. - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Section 14 Limitations This document was prepared solely for the City of Modesto in accordance with professional standards at the time the services were performed and in accordance with the contract between City of Modesto and Brown and Caldwell dated December 2, 2014. This document is governed by the specific scope of work authorized by City of Modesto; it is not intended to be relied upon by any other party except for regulatory authorities contemplated by the scope of work. ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report A-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix A: Preliminary Design Drawings and Specifications ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- PROJECT SITE SITE LOCATION ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- SEWER PIPE SCHEDULE USMH ID DSMH ID USMH INV (ft) DSMH INV (ft) LENGTH (ft) DIAMETER (in) WORK DESCRIPTION 90101 MH01 61.07 61.03 22 24 New 24" Pipe 0.001972 MH01 MH02 61.03 60.20 419 24 New 24" Pipe 0.001972 MH02 MH03 60.20 59.55 329 24 New 24" Pipe in 36" Casing 0.001972 MH03 90402 59.55 59.50 26 24 New 24" Pipe 0.001972 90402 90807 59.42 58.88 438 24 Remove and Replace 0.001233 90807 Z100 58.88 58.65 188 24 New 24" Pipe 0.001233 Z100 Z102 58.65 58.17 390 24 New 24" Pipe 0.001233 Z102 Z104 58.17 57.95 173 24 New 24" Pipe 0.001233 Z104 Z106 57.95 57.78 138 24 New 24" Pipe 0.001233 Z106 Z108 57.78 57.59 155 24 New 24" Pipe 0.001233 Z108 Z110 57.59 57.22 305 24 New 24" Pipe 0.001233 Z110 Z112 57.22 56.99 188 24 New 24" Pipe 0.001233 Z112 Z114 56.99 56.70 234 24 New 24" Pipe 0.001233 Z114 91212 56.70 56.62 67 24 New 24" Pipe 0.001233 91212 Z116 56.62 56.17 366 24 New 24" Pipe 0.001233 Z116 Z118 56.17 55.73 356 24 New 24" Pipe 0.001233 Z118 MH-EX02 55.73 55.63 78 24 New 24" Pipe 0.001244 90101 MH-EX01 61.07 60.90 127 24 CIPP, SPR 0.001334 MH-EX01 90403 60.90 60.42 309 24 CIPP, SPR 0.001553 90403 90402 60.35 59.50 307 24 CIPP, SPR 0.002773 90801 90802 60.00 59.28 74 24 Abandon in Place 0.001233 90807 90802 59.31 59.28 332 24 Abandon in Place 90802 90803 59.14 58.82 492 24 Abandon in Place 90803 90804 58.82 58.74 124 24 Abandon in Place 90804 90805 58.59 58.59 147 24 Abandon in Place 90805 90806 58.56 57.60 348 24 Abandon in Place 90806 91208 57.53 56.86 372 24 Abandon in Place 91208 91202 56.76 56.64 157 24 Abandon in Place 91212 91210 58.62 57.63 198 18 Remove and Replace w/ 24" 91210 91211 57.59 57.72 349 18 Remove and Replace w/ 24" 91211 Z118 57.72 55.66 140 18 Remove and Replace w/ 24" Z118 91209 55.66 57.19 195 18 Abandon in Place 91209 91202 57.19 56.95 82 18 Abandon in Place MANHOLE SCHEDULE MH ID Rim Elevation (ft) Invert Elevation (ft) MH Depth (ft) WORK DESCRIPTION 90101 78.62 61.07 17.55 Remove Existing MH and Install New Diversion Structure 90101A 79.01 61.06 17.95 Install New 60" Diameter Manhole Per City Standard MH-EX01 76.01 60.90 15.11 Coating and Raise to Grade, See Note 1 90403 72.50 60.35 12.15 Coating 90402A 71.77 59.45 12.32 Install New 60" Diameter Manhole Per City Standard 90402 71.61 59.42 12.19 Remove Existing MH and Install New Junction Structure 90807 73.86 59.31 14.55 Remove Existing MH and Install New 60" MH 90801 71.00 60.00 11.00 Abandon in Place 90802 71.66 59.14 12.52 Abandon in Place 90803 70.00 58.82 11.18 Abandon in Place, See Note 1 90804 69.86 58.59 11.27 Abandon in Place 90805 70.80 58.56 12.24 Abandon in Place 90806 73.05 57.53 15.52 Abandon in Place 91208 67.66 56.76 10.90 Abandon in Place 91212 78.97 58.62 20.35 Remove Existing MH and Install New 60" Diameter Manhole Per City Standard 91210 78.41 57.59 20.82 Abandon in Place 91211 77.76 57.38 20.38 Abandon in Place 91209 74.79 57.19 17.60 Abandon in Place 91202 72.66 56.06 16.60 Plug Abandoned 18" and 24" Pipe Connections MH01 79.00 61.03 17.97 Install New 60" Diameter Manhole Per City Standard MH02 72.50 60.20 12.30 Install New 60" Diameter Manhole Per City Standard MH03 71.30 59.55 11.75 Install New 60" Diameter Manhole Per City Standard Z100 74.39 58.62 15.77 Install New 60" Diameter Manhole Per City Standard Z102 74.78 58.11 16.67 Install New 60" Diameter Manhole Per City Standard Z104 76.08 57.89 18.19 Install New 60" Diameter Manhole Per City Standard Z106 77.46 57.72 19.74 Install New 60" Diameter Manhole Per City Standard Z108 78.76 57.52 21.24 Install New 60" Diameter Manhole Per City Standard Z110 78.70 57.13 21.57 Install New 60" Diameter Manhole Per City Standard Z112 78.15 56.88 21.27 Install New 60" Diameter Manhole Per City Standard Z114 78.17 56.58 21.59 Install New 60" Diameter Manhole Per City Standard Z116 79.17 56.11 23.06 Install New 60" Diameter Manhole Per City Standard Z118 75.70 55.66 20.04 Install New 60" Diameter Manhole Per City Standard MH-EX02 76.10 55.63 20.47 Install New 24" Pipe Connection ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU TU TU TU TU TU TU TU TU G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- G G G G G G G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- G G G G G G G G G G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU TU TU TU TU TU TU TU TU T TU TU TU TU TU G G G G G G G G G G G G G G G G G G G G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU G G G G G G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU G G G G G G G G G G G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU TU T TU TU TU TU TU TU TU TU TU TU TU TU G G G G G G G G G G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- U TU TU TU TU TU TU TU TU TU TU TU U TU TU TU TU TU TU TU TU TU TU TU TU TU G G G G G G G G G G G G G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU TU ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- TU TU ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- G ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- (TYP) 12" MIN STEEL PLATE-SEE TABLE FOR MINIMUM PLATE THICKNESS, SEE ALSO NOTES 4, 7 AND 8 4" MIN CLEARANCE EXISTING AC SECTION TEMPORARY BYPASS PIPE LINES. SIZE AND NUMBER OF PIPES SHALL BE DETERMINED BY CONTRACTOR AND APPROVED BY THE ENGINEER. SAWCUT BACKFILL WITH COMPACTED SAND 6" MIN SUBGRADE PERMANENT BACKFILL AFTER PIPE REMOVAL TEMPORARY BYPASS PUMPING PIPE TRENCH STEEL PLATE, SEE TABLE FOR MINIMUM PLATE THICKNESS, SEE ALSO NOTES 5, 7 AND 8. SEE NOTE 5. 12" MINIMUM FINE GRADED AC RAMP AT ALL EDGES OF STEEL PLATE, MAX. SLOPE=8.5% EX AC EX AB BYPASS PUMPING PIPE BACKFILL WITH SAND 6" MIN. 12" MIN. TEMP. BYPASS PUMPING PIPE TRENCH PERMANENT BACKFILL AFTER PIPE REMOVAL SEE NOTE 6. THE DEPTH OF ASPHALT SURFACING SHALL MATCH THE EXISTING ASPHALT THICKNESS. A 3" MINIMUM THICKNESS IS REQUIRED. IF THE EXISTING ASPAHLT IS 8" OR GREATER, SEE CITY OF MODESTO STANDARD DETAIL FOR FULL DEPTH AC STREET. INSTALL CL.2 AB COMPACTED TO 95% REL. DENSITY CL SAWCUT EX AC 12" SAWCUT ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Page numbers will be updated in final design. TOC-1 6/1/2015 Ceres Trunk Line Rehabilitation Project TABLE OF CONTENTS PROPOSAL FORM (Provided by the District) Proposal Form Bid Schedule PF-5 Affirmative Action Program Non-Discrimination of Individuals with Disabilities Non-Collusion Affidavit Financial Interest Disclosure Form List of Subcontractors and Equipment Manufacturers Bid Bond Faithful Performance Bond Payment Bond NOTICE TO CONTRACTORS (Provided by the District) Notice to Contractors ESCROW BID DOCUMENTS (Provided by the District) Escrow Bid Documents Bid Documentation Certification Escrow Agreement for Security Deposits in Lieu of Retention SPECIAL PROVISIONS SECTION 10-1 Information for Bidders and Safety (Provided by the District) 10-1.01 Standard Specifications 10-1.02 Invitation to Bidders 10-1.03 Definitions 10-1.04 Award and Execution of Contract 10-1.05 Commencement of Work 10-1.06 Time of Completion and Liquidated Damages 10-1.07 Contract Time 10-1.08 Method of Payment 10-1.09 Course of Construction Insurance 10-1.10 Location of Work 10-1.11 Scope of Work 10-1.12 Prevailing Wages 10-1.13 Safety 10-1.14 Construction Schedule 10-1.15 Damage to Premises 10-1.16 Rules, Regulations and Code ---PAGE BREAK--- Page numbers will be updated in final design. TOC-2 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-1.17 Material List and Substitutions 10-1.18 Guarantee and Warranty Bond 10-1.19 Care and Cleanup 10-1.20 Proposal Form 10-1.21 Examination of Plans, Specifications and Site of Work 10-1.22 Bidder's Guaranty 10-1.23 Rejection of Proposals Containing Alterations, Erasures or Irregularities 10-1.24 Withdrawal of Proposals 10-1.25 Registration of Contractors 10-1.26 City Business License and Taxes 10-1.27 Experience of Bidders 10-1.28 Dispute Resolution 10-1.29 Stormwater Quality Control Requirements 10-1.30 Air Pollution Control Laws SECTION 10-2 Additional Information for Bidders 10-2.01 Work Sequence SP-19 10-2.02 Work Description SP-X 10-2.03 Obstructions SP-X 10-2.04 Safety and Health SP-X 10-2.05 Contract Meetings SP-X 10-2.06 Plans and Specifications SP-X 10-2.07 Submittal Procedures SP-X 10-2.08 Inspection and Testing SP-X 10-2.09 Reference Material SP-X 10-2.10 Progress Schedule and Reports SP-X 10-2.11 Equipment SP-X 10-2.12 Temporary Construction Facilities SP-X 10-2.13 Construction Water SP-X 10-2.14 Material Stockpiles SP-X 10-2.15 Geotechnical Information SP-X 10-2.16 Traffic Control and Construction Area Signs SP-X 10-2.17 Public Notifications SP-X 10-2.18 Posting Signs and Vehicle Towing SP-X 10-2.19 Shoring, Bracing, and Sheeting SP-X 10-2.20 Record Drawings SP-X 10-2.21 Environmental Controls SP-X 10-2.22 Mobilization/ Demobilization SP-X 10-2.23 Project-Specific SP-X 10-2.24 Measurement and Payment SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-3 6/1/2015 Ceres Trunk Line Rehabilitation Project SECTION 10-3 Protection and Maintenance of Property and Work 10-3.01 General SP-43 10-3.02 Submittals SP-X 10-3.03 Location of Existing Underground Facilities SP-X 10-3.04 Existing Utilities and Facilities SP-X 10-3.05 Survey Information SP-X 10-3.06 Potholing Plan SP-X 10-3.07 Survey Monuments SP-X 10-3.08 Photographs and Video Recording SP-X 10-3.09 Temporary Easements SP-X 10-3.10 Measurement and Payment SP-X SECTION 10-4 Sanitary Sewers 10-4.01 General SP-53 10-4.02 Submittals SP-X 10-4.03 Sanitary Sewer Pipe and Manhole Materials SP-X 10-4.04 Sanitary Sewer Pipe and Manhole Installation SP-X 10-4.05 HDPE Embedment Liner SP-X 10-4.06 Connection to New and Existing Manholes SP-X 10-4.07 Trenching and Backfill SP-X 10-4.08 Excavation Dewatering SP-X 10-4.09 Bypass Pumping SP-X 10-4.10 Abandonment SP-X 10-4.11 Measurement and Payment SP-X SECTION 10-5 Closed Circuit Television Inspection 10-5.01 General SP-75 10-5.02 Cleaning of Sewer Lines SP-X 10-5.03 Water Usage SP-X 10-5.04 Cleaning Equipment SP-X 10-5.05 Root Removal SP-X 10-5.06 Removal and Disposal of Material SP-X 10-5.07 Major Blockage SP-X 10-5.08 CCTV Inspection of Existing and Newly Lined Sewers SP-X 10-5.09 Submittals SP-X 10-5.10 Measurement and Payment SP-X SECTION 10-6 Pipe Rehabilitation Using Cured-in-Place Pipe (CIPP) 10-6.01 General SP-79 10-6.02 Experience Requirements SP-X 10-6.03 Submittals SP-X 10-6.04 Warranty SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-4 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-6.05 Materials SP-X 10-6.06 Preparatory Work SP-X 10-6.07 Liner Installation SP-X 10-6.08 Not Used SP-X 10-6.09 Quality Control SP-X 10-6.10 Sampling and Laboratory Testing SP-X 10-6.11 Measurement and Payment SP-X SECTION 10-7 Pipe Rehabilitation Using Spiral-Wound PVC Liner Method 10-7.01 General SP-87 10-7.02 Experience Requirements SP-X 10-7.03 Submittals SP-X 10-7.04 Warranty SP-X 10-7.05 Materials SP-X 10-7.06 Design Parameters SP-X 10-7.07 Preparatory Work SP-X 10-7.08 Liner Installation SP-X 10-7.09 Placement of Annular Grout SP-X 10-7.10 Testing of Grout SP-X 10-7.11 Quality Control SP-X 10-7.12 Sampling and Laboratory Testing SP-X 10-7.13 Measurement and Payment SP-X SECTION 10-8 Rehabilitation of Sanitary Sewer Manholes 10-8.01 General SP-101 10-8.02 Requirements SP-X 10-8.03 Quality Assurance SP-X 10-8.04 Submittals SP-X 10-8.05 Materials SP-X 10-8.06 Manhole Cleaning and Preparation SP-X 10-8.07 Sewer Bypassing SP-X 10-8.08 Environmental Conditions SP-X 10-8.09 Defect Repair SP-X 10-8.10 Coating SP-X 10-8.11 Measurement Plan and Payment SP-X SECTION 10-9 Settlement Monitoring 10-9.01 General SP-111 10-9.02 Submittals SP-X 10-9.03 Contractor-Furnished Points, Indicators, and Casings SP-X 10-9.04 Locations SP-X 10-9.05 Emergency Measures SP-X 10-9.06 Monitoring for SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-5 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-9.07 Monitoring Piezometers SP-X 10-9.08 Condition Surveys SP-X 10-9.09 Measurement and Payment SP-X SECTION 10-10 Jacked Casing 10-10.01 General SP-117 10-10.02 SP-X 10-10.03 Submittals SP-X 10-10.04 Materials SP-X 10-10.05 Installation of Casing SP-X 10-10.06 Grouting Voids Outside Casing SP-X 10-10.07 Installation of Liner Pipe SP-X 10-10.08 Cleaning and Testing SP-X 10-10.09 Not Used SP-X 10-10.10 Placing Annular Fill in Casing Pipe SP-X 10-10.11 End Seals SP-X 10-10.12 Measurement and Payment SP-X SECTION 10-11 Steel Casings 10-11.01 General SP-121 10-11.02 Quality Assurance SP-X 10-11.03 Submittals SP-X 10-11.04 Materials SP-X 10-11.05 Installation of Casing SP-X 10-11.06 Grouting Voids Outside Casing SP-X 10-11.07 Installation of Liner Pipe and Annular Space Grout SP-X 10-11.08 Cleaning and Testing SP-X 10-11.09 Measurement and Payment SP-X SECTION 10-12 Tunneling/Pipe Jacking 10-12.01 General SP-125 10-12.02 Reference SP-X 10-12.03 SP-X 10-12.04 Submittals SP-X 10-12.05 Quality Assurance Experience Requirements SP-X 10-12.06 Allowable Settlement/ Heave SP-X 10-12.07 Tunnel Contact Grouting SP-X 10-12.08 Surveys SP-X 10-12.09 Quality Assurance SP-X 10-12.10 Delivery, Storage, and Handling SP-X 10-12.11 Project/ Site Requirements SP-X 10-12.12 HAZWOPER SP-X 10-12.13 Materials SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-6 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-12.14 Noise Control SP-X 10-12.15 Shield or TBM SP-X 10-12.16 Jacking Equipment SP-X 10-12.17 Lubrication SP-X 10-12.18 Dewatering SP-X 10-12.19 Preparation SP-X 10-12.20 SP-X 10-12.21 Cathodic Test Stations SP-X 10-12.22 Site Restoration SP-X 10-12.23 Measurement and Payment SP-X SECTION 10-13 Tunnel Contact Grouting 10-13.01 General SP-145 10-13.02 Quality Assurance SP-X 10-13.03 Design Criteria SP-X 10-13.04 Submittals SP-X 10-13.05 Quality Assurance SP-X 10-13.06 Materials SP-X 10-13.07 Equipment SP-X 10-13.08 General Requirements SP-X 10-13.09 Mixing and Injection of Grout SP-X 10-13.10 Cleanup SP-X 10-13.11 Measurement and Payment SP-X SECTION 10-14 Annular Space Grouting 10-14.01 General SP-151 10-14.02 Quality Assurance SP-X 10-14.03 Submittals SP-X 10-14.05 Materials SP-X 10-14.06 General Installation SP-X 10-14.07 Preparation SP-X 10-14.08 Grouting Equipment SP-X 10-14.09 Injection Procedure and Pressure SP-X 10-14.10 Performance Requirements SP-X 10-14.11 SP-X 10-14.12 Measurement and Payment SP-X SECTION 10-15 Polyvinyl Chloride (PVC) Pipe 10-15.01 General SP-155 10-15.02 Quality Assurance SP-X 10-15.03 Submittals SP-X 10-15.04 Storage and Handling SP-X 10-15.05 Warranty SP-X 10-15.06 Large Diameter Closed Profile Slipline Pipe SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-7 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-15.07 Closed Profile Slipline Installation SP-X 10-15.08 Measurement and Payment SP-X SECTION 10-16 Vitrified Clay Pipe 10-16.01 General SP-157 10-16.02 Quality Assurance SP-X 10-16.03 Materials SP-X 10-16.04 Submittals SP-X 10-16.05 Pipe Laying SP-X 10-16.06 Compression Jointing SP-X 10-16.07 Pipeline Acceptance SP-X 10-16.08 Measurement and Payment SP-X SECTION 10-17 Concrete Reinforcement 10-17.01 General SP-161 10-17.02 Quality Assurance SP-X 10-17.03 Placing Drawings SP-X 10-17.04 Bar Reinforcement SP-X 10-17.05 Wire Fabric SP-X 10-17.06 Wire and Plain Bars SP-X 10-17.07 Tie Wire SP-X 10-17.08 Bar SP-X 10-17.09 Product SP-X 10-17.10 Fabrication SP-X 10-17.11 Placement SP-X 10-17.12 Splicing SP-X 10-17.13 Cleaning SP-X 10-17.14 Repair of Epoxy Coating SP-X SECTION 10-18 Cast-In-Place Concrete 10-18.01 General SP-165 10-18.02 Quality Assurance SP-X 10-18.03 Submittals SP-X 10-18.04 Regulatory Requirements, Special Inspection SP-X 10-18.05 Materials SP-X 10-18.06 Concrete Characteristics SP-X 10-18.07 SP-X 10-18.08 Sealants SP-X 10-18.09 Bonding Compounds SP-X 10-18.10 Epoxy for Crack Injection SP-X 10-18.11 Chemical Grout for Crack Injection SP-X 10-18.12 Retardant SP-X 10-18.13 Not Used SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-8 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-18.14 Curing and Sealing Compounds SP-X 10-18.15 Not Used SP-X 10-18.16 Not Used SP-X 10-18.17 Product SP-X 10-18.18 Execution SP-X 10-18.19 Concrete SP-X 10-18.20 Conveying and Placing Concrete SP-X 10-18.21 Curing and Sealing SP-X 10-18.22 Protection SP-X 10-18.23 Construction SP-X 10-18.24 Inserts and Embedments SP-X 10-18.25 Not Used SP-X 10-18.26 SP-X 10-18.27 Modification of Existing Concrete SP-X 10-18.28 Formed Surface SP-X 10-18.29 Slab Finishes SP-X 10-18.30 Topping Concrete SP-X 10-18.31 Not Used SP-X 10-18.32 Field Sampling and Tests SP-X 10-18.33 Repair of Damaged Concrete, Cracking SP-X 10-18.34 Not Used SP-X 10-18.35 Watertightness, Testing and Repair SP-X 10-18.36 Cleanup SP-X SECTION 10-19 Grout 10-19.01 Description SP-189 10-19.02 Quality Assurance SP-X 10-19.03 Submittals SP-X 10-19.04 Materials SP-X 10-19.05 Grout SP-X 10-19.06 Pressure Grouting Equipment SP-X 10-19.07 Product SP-X 10-19.08 Execution SP-X 10-19.09 Drypack Grout SP-X 10-19.10 Cementitious Grout SP-X 10-19.11 Not Used SP-X 10-19.12 Epoxy Grout for Crack Repair and Dowel Anchorage SP-X 10-19.13 Adhesive Capsules SP-X 10-19.14 Pressure SP-X 10-19.15 Measurement and Payment SP-X SECTION 10-20 Anchor Bolts 10-20.01 Description SP-197 10-20.02 References SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-9 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-20.03 SP-X 10-20.04 Materials SP-X 10-20.05 Design SP-X 10-20.06 Product SP-X 10-20.07 Execution SP-X 10-20.08 Cast-in-Place Anchor SP-X 10-20.09 Adhesive Anchor Bolts SP-X 10-20.10 Expansion Anchors SP-X 10-20.11 Measurement and Payment SP-X SECTION 10-21 Miscellaneous Metalwork 10-21.01 Description SP-201 10-21.02 Quality Assurance SP-X 10-21.03 Materials SP-X 10-21.04 Fabrication SP-X 10-21.05 SP-X 10-21.06 Cleaning SP-X 10-21.07 Measurement and Payment SP-X SECTION 10-22 Minor Concrete 10-22.01 General SP-205 10-22.02 Materials SP-X 10-22.03 Measurement and Payment SP-X SECTION 10-23 Street Construction 10-23.01 General SP-221 10-23.02 Submittals SP-X 10-23.03 Saw Cut Asphalt Concrete and Portland Cement Concrete SP-X 10-23.04 Concrete Removal SP-X 10-23.05 Curbs, Sidewalks and Alley Approaches SP-X 10-23.06 Aggregate Base SP-X 10-23.07 Asphalt Concrete SP-X 10-23.08 Liquid Asphalt Prime Coat SP-X 10-23.09 Asphaltic Emulsion Paint Binder SP-X 10-23.10 Striping and Pavement Markings SP-X 10-23.11 Measurement and Payment SP-X SECTION 10-24 Stainless Steel Stop Gates 10-24.01 General SP-235 10-24.02 Quality Assurance SP-X 10-24.03 Submittals SP-X 10-24.04 Manufacturers SP-X ---PAGE BREAK--- Page numbers will be updated in final design. TOC-10 6/1/2015 Ceres Trunk Line Rehabilitation Project 10-24.05 Performance Regulations SP-X 10-24.06 Materials SP-X 10-24.07 Product SP-X 10-24.08 SP-X 10-24.09 SP-X 10-24.10 Measurement and payment SP-X SECTION 10-25 Access Hatches 10-25.01 General SP-239 10-25.02 References SP-X 10-25.03 Submittals SP-X 10-25.04 Quality Assurance SP-X 10-25.05 Guarantee SP-X 10-25.06 Access Hatches SP-X 10-25.07 Installations SP-X 10-25.08 Measurement and Payment SP-X APPENDIX A Geotechnical Boring Logs (not provided in this submittal) APPENDIX B Permits (not provided in this submittal) APPENDIX C Construction Easements (not provided in this submittal) — END OF TABLE OF CONTENTS — ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report B-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix B: Ceres Trunk Pipe and Manhole Condition Assessment ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Upstream MH: 044090101 To MH: 054090403 Manhole found that is not marked on map. MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Upstream MH: 054090401 To MH: 054090802 Upstream MH: 054090402 To MH: 054090803 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Service Lateral in MH: 054090803 MH [PHONE REDACTED] ---PAGE BREAK--- Upstream MH: 054090403 To MH: 054090402 Service Lateral in MH: 054090402 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Upstream MH: 054090802 To MH: 054090803 MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Upstream MH: 054090803 To MH: 054090802 Service Lateral in MH: 054090803 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Upstream MH: 054090803 To MH: 054090804 2 Segments leading into MH: 054090804 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Service Lateral in MH: 054090804 Upstream MH: 054090804 To MH: 054090805 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Service Lateral in MH: 054090804 MH [PHONE REDACTED] ---PAGE BREAK--- Service Lateral in MH: 054090804 Upstream MH: 054090805 To MH: 054090806 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- DAG and branch tie-in at MH: 054090806 MH [PHONE REDACTED] ---PAGE BREAK--- Upstream MH: 054090806 To MH: 054091208 Service Lateral in MH: 054090806 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- Service Lateral in MH: 054090808 MH [PHONE REDACTED] ---PAGE BREAK--- Upstream MH: 054091208 To MH: 054091202 Service Laterals in MH: 054090808 MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] ---PAGE BREAK--- ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/4/2015 9:05:00 AM Surveyor Name: ZACHARY HERMAN Street: CROWS LANDING ROAD Upstream MH: 044090101 Length Surveyed: 439.2 MH: 054090403 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 044090101 (0.0) AMH - Manhole Remark: 044090101 (0.0) MWL - Water Level (3.0) DAGS - Deposits Attached Grease - Position: 4 To 8 - Cont Def: S02 (3.2) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S01 (50.7) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F01 (127.8) MGO - General Observation Remark: MANHOLE FOUND THAT IS NOT MARKED ON MAP. (133.5) SAM - Surface Aggregate Missing - Position: 9 (133.5) SAM - Surface Aggregate Missing - Position: 3 (437.7) DAGS - Deposits Attached Grease - Position: 4 To 8 - Cont Def: F02 (439.2) AMH - Manhole Remark: 054090403 Total Distance: 439.2 ID Number: 054090403 Created with the report generator MH [PHONE REDACTED] MH [PHONE REDACTED] MH [PHONE REDACTED] [PHONE REDACTED] MH [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 044090101-054090403 Date 3/4/2015 Time 09:05 Location CROWS LANDING ROAD Locality MODESTO Further Location Details: Manhole Information Upstream Manhole Number: 044090101 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090403 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 439.2 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/4/2015 09:06 Weather Dry Location Code Light Highway Additional Information High water levels & Spalling prevented sufficient cleaning. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 48 0 48 3 0 0 0 2 0 174 174 1 0 0 0 Overall 48 174 222 Number of Defects 12 87 99 Pipe Rating 4A00 2T00 4A2T Pipe Ratings Index 4 2 2 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 170 AMH - Manhole 044090101 0 182 MWL - Water Level 40 3 223 DAGS - Deposits Attached Grease S02 5 4 8 3.2 287 SAM - Surface Aggregate Missing S01 9 3 50.7 474 SAM - Surface Aggregate Missing F01 9 3 127.8 837 MGO - General Observation MANHOLE FOUND THAT IS NOT MARKED ON MAP. 133.5 887 SAM - Surface Aggregate Missing 9 133.5 903 SAM - Surface Aggregate Missing 3 437.7 1688 DAGS - Deposits Attached Grease F02 5 4 8 439.2 1722 AMH - Manhole 054090403 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/5/2015 7:57:00 AM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD (YOSEMITE MEAT FACTORY) Upstream MH: 054090401 Length Surveyed: 73.1 MH: 054090802 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090401 (0.0) AMH - Manhole Remark: 054090401 (0.0) DSC - Deposits Settled Compacted - Position: 3 To 6 (0.0) MWL - Water Level (73.1) AMH - Manhole Remark: 054090802 Total Distance: 73.1 ID Number: 054090802 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 054090401-054090802 Date 3/5/2015 Time 07:57 Location ZEFF ROAD (YOSEMITE MEAT FACTORY) Locality MODESTO Further Location Details: YOSEMITE MEAT FACTORY Manhole Information Upstream Manhole Number: 054090401 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090802 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 73.1 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning No Pre-Cleaning Date Cleaned 3/4/2015 08:40 Weather Dry Location Code Parking Lot Additional Information High water levels prevented sufficient cleaning. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 0 4 4 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 4 4 Number of Defects 0 1 1 Pipe Rating 0000 4100 4100 Pipe Ratings Index 0 4 4 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 158 AMH - Manhole 054090401 0 187 DSC - Deposits Settled Compacted 25 3 6 0 262 MWL - Water Level 45 73.1 572 AMH - Manhole 054090802 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/6/2015 11:30:00 AM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD Upstream MH: 054090402 Length Surveyed: 199.2 MH: 054090803 Material: Reinforced Concrete Pipe Direction of Survey: Upstream Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090803 (0.0) AMH - Manhole Remark: 054090803 (0.0) MWL - Water Level (4.7) SAM - Surface Aggregate Missing - Position: 9 To 3 (199.2) MSA - Abandoned Survey Remark: camera will not pass this point. Total Distance: 199.2 ID Number: 054090402 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 054090803-054090402 Date 3/6/2015 Time 11:30 Location ZEFF ROAD Locality MODESTO Further Location Details: Manhole Information Upstream Manhole Number: 054090402 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090803 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Upstream Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 199.2 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/5/2015 10:30 Weather Dry Location Code Light Highway Additional Information Water Level too high to clean sufficiently Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 4 0 4 3 0 0 0 2 0 0 0 1 0 0 0 Overall 4 0 4 Number of Defects 1 0 1 Pipe Rating 4100 0000 4100 Pipe Ratings Index 4 0 4 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 136 AMH - Manhole 054090803 0 161 MWL - Water Level 60 4.7 262 SAM - Surface Aggregate Missing 9 3 199.2 3153 MSA - Abandoned Survey camera will not pass this point. Created with the report generator [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/4/2015 9:45:00 AM Surveyor Name: ZACHARY HERMAN Street: CROWS LANDING ROAD Upstream MH: 054090403 Length Surveyed: 308.6 MH: 054090402 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090403 (0.0) AMH - Manhole Remark: 054090403 (0.0) MWL - Water Level (0.9) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S01 (1.9) DAGS - Deposits Attached Grease - Position: 4 To 8 (133.3) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F01 (161.9) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S03 (308.0) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F03 (308.6) AMH - Manhole Remark: 054090402 Total Distance: 308.6 ID Number: 054090402 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 054090403-054090402 Date 3/4/2015 Time 09:45 Location CROWS LANDING ROAD Locality MODESTO Further Location Details: IN YARD OF FORREST SILVA CRUSHING ALONG BACKSIDE OF PROPERTY LINE Manhole Information Upstream Manhole Number: 054090403 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090402 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 308.6 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/4/2015 09:06 Weather Dry Location Code Light Highway Additional Information High water levels & Spalling prevented sufficient cleaning. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 220 0 220 3 0 0 0 2 0 2 2 1 0 0 0 Overall 220 2 222 Number of Defects 55 1 56 Pipe Rating 4L00 2100 4L21 Pipe Ratings Index 4 2 4 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 117 AMH - Manhole 054090403 0 705 MWL - Water Level 45 0.9 173 SAM - Surface Aggregate Missing S01 9 3 1.9 220 DAGS - Deposits Attached Grease 5 4 8 133.3 642 SAM - Surface Aggregate Missing F01 9 3 161.9 810 SAM - Surface Aggregate Missing S03 9 3 308 1662 SAM - Surface Aggregate Missing F03 9 3 308.6 1716 AMH - Manhole 054090402 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/5/2015 8:45:00 AM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD (YOSEMITE MEAT FACTORY) Upstream MH: 054090802 Length Surveyed: 507.4 MH: 054090803 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090802 (0.0) AMH - Manhole Remark: 054090802 (0.0) MWL - Water Level (15.3) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S01 (26.0) DAGS - Deposits Attached Grease - Position: 3 - Cont Def: S02 (26.0) DAGS - Deposits Attached Grease - Position: 9 - Cont Def: S03 (505.3) DAGS - Deposits Attached Grease - Position: 9 - Cont Def: F03 (505.3) DAGS - Deposits Attached Grease - Position: 3 - Cont Def: F02 (505.3) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F01 (507.4) AMH - Manhole Remark: 054090803 Total Distance: 507.4 ID Number: 054090803 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 05409082-054090803 Date 3/5/2015 Time 08:45 Location ZEFF ROAD (YOSEMITE MEAT FACTORY) Locality MODESTO Further Location Details: YOSEMITE MEAT FACTORY Manhole Information Upstream Manhole Number: 054090802 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090803 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 507.4 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/4/2015 09:16 Weather Dry Location Code Parking Lot Additional Information High water levels and spalling prevented sufficient cleaning. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 392 0 392 3 0 0 0 2 0 384 384 1 0 0 0 Overall 392 384 776 Number of Defects 98 192 290 Pipe Rating 4V00 2Z00 4V2Z Pipe Ratings Index 4 2 3 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 113 AMH - Manhole 054090802 0 196 MWL - Water Level 40 15.3 187 SAM - Surface Aggregate Missing S01 9 3 26 268 DAGS - Deposits Attached Grease S02 5 3 26 280 DAGS - Deposits Attached Grease S03 5 9 505.3 1757 DAGS - Deposits Attached Grease F03 5 9 505.3 1770 DAGS - Deposits Attached Grease F02 5 3 505.3 1784 SAM - Surface Aggregate Missing F01 9 3 507.4 1815 AMH - Manhole 054090803 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/6/2015 10:15:00 AM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD Upstream MH: 054090803 Length Surveyed: 334.3 MH: 054090802 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090803 (0.0) AMH - Manhole Remark: 054090803 (0.0) MWL - Water Level (4.3) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S01 (238.8) DAGS - Deposits Attached Grease - Position: 9 - Cont Def: S02 (238.8) DAGS - Deposits Attached Grease - Position: 3 - Cont Def: S03 (333.0) DAGS - Deposits Attached Grease - Position: 9 - Cont Def: F02 (333.0) DAGS - Deposits Attached Grease - Position: 3 - Cont Def: F03 (334.3) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F01 (334.3) AMH - Manhole Remark: 054090802 Total Distance: 334.3 ID Number: 054090802 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 054090803-054090802 Date 3/6/2015 Time 10:15 Location ZEFF ROAD Locality MODESTO Further Location Details: Frontage road into Yosemite Meat Co. Manhole Information Upstream Manhole Number: 054090803 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090802 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 334.3 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/3/2015 9:28 Weather Dry Location Code Light Highway Additional Information High water levels and spalling prevented sufficient cleaning. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 264 0 264 3 0 0 0 2 0 76 76 1 0 0 0 Overall 264 76 340 Number of Defects 66 38 104 Pipe Rating 4N00 2G00 4N2G Pipe Ratings Index 4 2 3 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 157 AMH - Manhole 054090803 0 186 MWL - Water Level 60 4.3 235 SAM - Surface Aggregate Missing S01 9 3 238.8 1967 DAGS - Deposits Attached Grease S02 5 9 238.8 1985 DAGS - Deposits Attached Grease S03 5 3 333 2700 DAGS - Deposits Attached Grease F02 5 9 333 2712 DAGS - Deposits Attached Grease F03 5 3 334.3 2723 SAM - Surface Aggregate Missing F01 9 3 334.3 2760 AMH - Manhole 054090802 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/5/2015 9:43:00 AM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD (YOSEMITE MEAT FACTORY) Upstream MH: 054090803 Length Surveyed: 117.1 MH: 054090804 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090803 (0.0) AMH - Manhole Remark: 054090803 (0.0) MWL - Water Level (117.1) AMH - Manhole Remark: 054090804 Total Distance: 117.1 ID Number: 054090804 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 054090803-054090804 Date 3/5/2015 Time 09:43 Location ZEFF ROAD (YOSEMITE MEAT FACTORY) Locality MODESTO Further Location Details: GRASS FIELD LOCATED IN BACKSIDE OF MEAT COMPANY Manhole Information Upstream Manhole Number: 054090803 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090804 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 117.1 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/5/2015 7:15 Weather Dry Location Code Easement/Right of Way Additional Information High water level & spalling prevented sufficient cleaning Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 0 0 0 2 0 0 0 1 0 0 0 Overall 0 0 0 Number of Defects 0 0 0 Pipe Rating 0000 0000 0000 Pipe Ratings Index 0 0 0 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 118 AMH - Manhole 054090803 0 131 MWL - Water Level 65 117.1 799 AMH - Manhole 054090804 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/5/2015 11:34:00 AM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD Upstream MH: 054090804 Length Surveyed: 145.8 MH: 054090805 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090804 (0.0) AMH - Manhole Remark: 054090804 (0.0) MWL - Water Level (3.3) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S01 (108.1) JSM - Joint Separated Medium (111.2) JSM - Joint Separated Medium (126.6) JSM - Joint Separated Medium (133.0) JSM - Joint Separated Medium (144.5) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F01 (145.8) AMH - Manhole Remark: 054090805 Total Distance: 145.8 ID Number: 054090805 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref Date 3/5/2015 Time 11:34 Location ZEFF ROAD Locality MODESTO Further Location Details: Manhole Information Upstream Manhole Number: 054090804 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090805 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 145.8 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/05/2015 10:05 Weather Dry Location Code Easement/Right of Way Additional Information High water level & spalling prevented sufficient cleaning. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 112 0 112 3 0 0 0 2 0 0 0 1 0 0 0 Overall 112 0 112 Number of Defects 28 0 28 Pipe Rating 4E00 0000 4E00 Pipe Ratings Index 4 0 4 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 126 AMH - Manhole 054090804 0 139 MWL - Water Level 50 3.3 193 SAM - Surface Aggregate Missing S01 9 3 108.1 479 JSM - Joint Separated Medium 111.2 517 JSM - Joint Separated Medium 126.6 705 JSM - Joint Separated Medium 133 790 JSM - Joint Separated Medium 144.5 878 SAM - Surface Aggregate Missing F01 9 3 145.8 910 AMH - Manhole 054090805 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/5/2015 11:53:00 AM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD Upstream MH: 054090805 Length Surveyed: 351.8 MH: 054090806 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090805 (0.0) AMH - Manhole Remark: 054090805 (0.0) MWL - Water Level (0.3) SAM - Surface Aggregate Missing - Position: 8 To 4 - Cont Def: S01 (102.0) JSM - Joint Separated Medium (203.9) JSM - Joint Separated Medium (219.5) JSM - Joint Separated Medium (269.1) JSM - Joint Separated Medium (278.4) JSM - Joint Separated Medium (284.7) JSM - Joint Separated Medium (318.8) JSM - Joint Separated Medium (349.2) DAGS - Deposits Attached Grease - Position: 8 To 4 (351.2) SAM - Surface Aggregate Missing - Position: 8 To 4 - Cont Def: F01 (351.8) AMH - Manhole Remark: 054090806 Total Distance: 351.8 ID Number: 054090806 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref Date 3/5/2015 Time 11:53 Location ZEFF ROAD Locality MODESTO Further Location Details: Manhole Information Upstream Manhole Number: 054090805 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090806 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 351.8 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/5/2015 08:29 Weather Dry Location Code Easement/Right of Way Additional Information High water levels and spalling prevented sufficient cleaning Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 280 0 280 3 0 3 3 2 0 0 0 1 0 0 0 Overall 280 3 283 Number of Defects 70 1 71 Pipe Rating 4O00 3100 4O31 Pipe Ratings Index 4 3 4 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 101 AMH - Manhole 054090805 0 125 MWL - Water Level 35 0.3 168 SAM - Surface Aggregate Missing S01 8 4 102 540 JSM - Joint Separated Medium 203.9 909 JSM - Joint Separated Medium 219.5 1096 JSM - Joint Separated Medium 269.1 1353 JSM - Joint Separated Medium 278.4 1516 JSM - Joint Separated Medium 284.7 1593 JSM - Joint Separated Medium 318.8 1795 JSM - Joint Separated Medium 349.2 1978 DAGS - Deposits Attached Grease 15 8 4 351.2 2001 SAM - Surface Aggregate Missing F01 8 4 351.8 2032 AMH - Manhole 054090806 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/5/2015 1:18:00 PM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD Upstream MH: 054090806 Length Surveyed: 373.2 MH: 054091208 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054090806 (0.0) AMH - Manhole Remark: 054090806 (0.0) MWL - Water Level (23.7) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S01 (332.0) MGO - General Observation Remark: PIPE IS DETERIORATING. (350.3) SMWZ - Surface Missing Wall Unknown - Position: 9 To 3 Remark: LARGE VOID VISIBLE (360.2) SZ - Surface Other - Position: 9 To 3 - Cont Def: S02 Remark: LARGE VOIDS VISIBLE (372.2) SZ - Surface Other - Position: 9 To 3 - Cont Def: F02 Remark: LARGE VOIDS VISIBLE (372.2) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F01 (373.2) AMH - Manhole Remark: 054091208 Total Distance: 373.2 ID Number: 054091208 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref Date 3/5/2015 Time 13:18 Location ZEFF ROAD Locality MODESTO Further Location Details: Manhole Information Upstream Manhole Number: 054090806 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054091208 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 373.2 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/5/2015 10:30 Weather Dry Location Code Easement/Right of Way Additional Information High Water levels and really bad spalling prevented sufficient cleaning. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED]-[PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 5 0 5 4 280 0 280 3 0 0 0 2 0 0 0 1 0 0 0 Overall 285 0 285 Number of Defects 71 0 71 Pipe Rating 514O 0000 514O Pipe Ratings Index 4 0 4 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 111 AMH - Manhole 054090806 0 129 MWL - Water Level 40 23.7 202 SAM - Surface Aggregate Missing S01 9 3 332 1192 MGO - General Observation PIPE IS DETERIORATING. 350.3 1390 SMWZ - Surface Missing Wall Unknown 9 3 LARGE VOID VISIBLE 360.2 1464 SZ - Surface Other S02 X 9 3 LARGE VOIDS VISIBLE 372.2 1574 SZ - Surface Other F02 X 9 3 LARGE VOIDS VISIBLE 372.2 1586 SAM - Surface Aggregate Missing F01 9 3 373.2 1528 AMH - Manhole 054091208 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: BROWN & CALDWELL Date: 3/5/2015 1:56:00 PM Surveyor Name: ZACHARY HERMAN Street: ZEFF ROAD Upstream MH: 054091208 Length Surveyed: 123.4 MH: 054091202 Material: Reinforced Concrete Pipe Direction of Survey: Use Of Sewer: Sanitary Height (Diameter): 24 Severity ID Number: 054091208 (0.0) AMH - Manhole Remark: 054091208 (0.0) MWL - Water Level (0.0) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S01 (6.8) SZ - Surface Other - Position: 9 To 3 Remark: LARGE VOID VISIBLE (121.7) MCU - Camera Underwater (123.4) MSA - Abandoned Survey Remark: CAMERA WILL NOT PASS DEBRIS IN LINE (123.4) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: F01 Total Distance: 123.4 ID Number: 054091202 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner CITY OF MODESTO Survey Customer BROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref Date 3/5/2015 Time 13:56 Location ZEFF ROAD Locality MODESTO Further Location Details: Manhole Information Upstream Manhole Number: 054091208 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054091202 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 123.4 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Capital Improvement Program Assessment Sewer Category SS Pre-Cleaning Jetting Date Cleaned 3/5/2015 11:27 Weather Dry Location Code Easement/Right of Way Additional Information Very high water levels and bad spalling prevented sufficient cleaning and complete inspection. Nassco C.C.T.V. Defect Code Information [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 100 4 104 3 0 0 0 2 0 0 0 1 0 0 0 Overall 100 4 104 Number of Defects 25 1 26 Pipe Rating 4D00 4100 4D00 Pipe Ratings Index 4 4 4 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 102 AMH - Manhole 054091208 0 114 MWL - Water Level 50 0 132 SAM - Surface Aggregate Missing S01 9 3 6.8 183 SZ - Surface Other 9 3 LARGE VOID VISIBLE 121.7 766 MCU - Camera Underwater 123.4 843 MSA - Abandoned Survey CAMERA WILL NOT PASS DEBRIS IN LINE 123.4 857 SAM - Surface Aggregate Missing F01 9 3 Created with the report generator [PHONE REDACTED] ---PAGE BREAK--- Project: MODESTO CERES TRUNK PROPOSAL Date: 4/13/2015 8:36:00 AM Pipe Segment Reference: 054090402- 054090803 Street: ZEFF RD Upstream MH: 054090402 Length Surveyed: 442.7 MH: 054090803 Pacp Quick Overall Rating: 3T2Q Direction of Survey: Height (Diameter): 24 Material: Reinforced Concrete Pipe Street: ZEFF RD Severity ID Number: 054090402 (0.0) AMH - Manhole Remark: 05409040 (0.0) MWL - Water Level (4.3) SAP - Surface Aggregate Projecting - Position: 9 To 3 - Cont Def: S01 (64.3) DAGS - Deposits Attached Grease - Position: 9 To 3 - Cont Def: S02 (442.1) SAP - Surface Aggregate Projecting - Position: 9 To 3 - Cont Def: F01 (442.1) DAGS - Deposits Attached Grease - Position: 9 To 3 - Cont Def: F02 (442.7) AMH - Manhole Remark: 05409080 Total Distance: 442.7 ID Number: 054090803 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner Survey Customer BBROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref 054090402-054090803 Date 4/13/2015 Time 08:36 Location ZEFF RD Locality MODESTO Further Location Details: Manhole Information Upstream Manhole Number: 054090402 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054090803 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 442.7 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Sewer Category SS Pre-Cleaning Jetting Date Cleaned Weather Dry Location Code Light Highway Additional Information Nassco C.C.T.V. Defect Code Information [PHONE REDACTED]-[PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 0 0 0 4 0 0 0 3 264 0 264 2 0 152 152 1 0 0 0 Overall 264 152 416 Number of Defects 88 76 164 Pipe Rating 3T00 2Q00 3T2Q Pipe Ratings Index 3 2 3 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 170 AMH - Manhole 05409040 0 180 MWL - Water Level 60 4.3 262 SAP - Surface Aggregate Projecting S01 9 3 64.3 1033 DAGS - Deposits Attached Grease S02 0 9 3 442.1 3788 SAP - Surface Aggregate Projecting F01 9 3 442.1 3797 DAGS - Deposits Attached Grease F02 0 9 3 442.7 3841 AMH - Manhole 05409080 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Project: MODESTO CERES TRUNK PROPOSAL Date: 4/13/2015 12:00:00 PM Pipe Segment Reference: Street: ZEFF RD Upstream MH: 054091208 Length Surveyed: 155.5 MH: 054091202 Pacp Quick Overall Rating: 524F Direction of Survey: Height (Diameter): 24 Material: Reinforced Concrete Pipe Street: ZEFF RD Severity ID Number: 054091208 (0.0) AMH - Manhole Remark: 05409120 (0.0) MWL - Water Level (0.0) SAP - Surface Aggregate Projecting - Position: 9 To 3 - Cont Def: S01 (2.5) SAM - Surface Aggregate Missing - Position: 10 To 2 - Cont Def: S02 (5.8) SAM - Surface Aggregate Missing - Position: 10 To 2 - Cont Def: F02 (6.9) SMW - Surface Missing Wall - Position: 9 To 3 (7.7) SAM - Surface Aggregate Missing - Position: 9 To 3 - Cont Def: S03 (16.1) SMW - Surface Missing Wall - Position: 4 (18.1) SAM - Surface Aggregate Missing - Position: 11 To 4 (64.8) SRP - Surface Reinforcement Projecting - Position: 3 - Cont Def: S05 (81.3) SRP - Surface Reinforcement Projecting - Position: 3 - Cont Def: F05 (84.7) SRP - Surface Reinforcement Projecting - Position: 9 To 10 (89.4) SRP - Surface Reinforcement Projecting - Position: 9 To 3 - Cont Def: S06 (103.6) SRP - Surface Reinforcement Projecting - Position: 9 To 3 - Cont Def: F06 (123.4) SRP - Surface Reinforcement Projecting - Position: 12 To 3 (133.6) SRP - Surface Reinforcement Projecting - Position: 9 To 3 - Cont Def: S07 (155.1) SAP - Surface Aggregate Projecting - P i i 9 T 3 C D f F01 [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- (155.1) SRP - Surface Reinforcement Projecting - Position: 9 To 3 - Cont Def: F07 (155.5) AMH - Manhole Remark: 05409120 Total Distance: 155.5 ID Number: 054091202 Created with the report generator [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Nassco C.C.T.V. Defect Code Information Session Information Surveyors NameZACHARY HERMAN Certificate Number U-1111-13684 System Owner Survey Customer BBROWN & CALDWELL Drainage Area P/O Number 16533 Pipeline Segment Ref Date 4/13/2015 Time 12:00 Location ZEFF RD Locality MODESTO Further Location Details: IN FIELD NEAR MEAT CO. Manhole Information Upstream Manhole Number: 054091208 Rim to Invert Grade to Invert Rim to Grade Manhole Number: 054091202 Rim to Invert Grade to Invert Rim to Grade Sewer Use of Sewer Sanitary Direction Flow Control Not Controlled Height 24 Width Shape Circular Material Reinforced Concrete Pipe Lining Method Pipe Joint Length Total Length Length Surveyed 155.5 Year Laid Year Rehabilitated Tape/Media Number DVD Purpose Sewer Category SS Pre-Cleaning Jetting Date Cleaned Weather Dry Location Code Light Highway Additional Information Nassco C.C.T.V. Defect Code Information [PHONE REDACTED] [PHONE REDACTED] ---PAGE BREAK--- Grade Structural O&M Overall 5 10 0 10 4 124 0 124 3 129 0 129 2 0 0 0 1 0 0 0 Overall 263 0 263 Number of Defects 76 0 76 Pipe Rating 524F 0000 524F Pipe Ratings Index 3 0 3 Nassco C.C.T.V. Defect Code Information DistanceVideo Ref Code Cont Defect Value Joint Circumferential Location Dimension % At / From To 1st 2nd 0 166 AMH - Manhole 05409120 0 180 MWL - Water Level 50 0 231 SAP - Surface Aggregate Projecting S01 9 3 2.5 325 SAM - Surface Aggregate Missing S02 10 2 5.8 392 SAM - Surface Aggregate Missing F02 10 2 6.9 447 SMW - Surface Missing Wall 9 3 7.7 474 SAM - Surface Aggregate Missing S03 9 3 16.1 551 SMW - Surface Missing Wall 4 18.1 594 SAM - Surface Aggregate Missing 11 4 64.8 1014 SRP - Surface Reinforcement Projecting S05 3 81.3 1190 SRP - Surface Reinforcement Projecting F05 3 84.7 1251 SRP - Surface Reinforcement Projecting 9 10 89.4 1322 SRP - Surface Reinforcement Projecting S06 9 3 103.6 1398 SRP - Surface Reinforcement F06 9 3 [PHONE REDACTED] ---PAGE BREAK--- 123.4 1510 SRP - Surface Reinforcement Projecting 12 3 133.6 1599 SRP - Surface Reinforcement Projecting S07 9 3 155.1 1810 SAP - Surface Aggregate Projecting F01 9 3 155.1 1810 SAM - Surface Aggregate Missing F03 9 3 155.1 1810 SRP - Surface Reinforcement Projecting F07 9 3 155.5 1879 AMH - Manhole 05409120 Created with the report generator [PHONE REDACTED] ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/4/2015 11:43 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 044090101 Manhole Use Sanitary Weather (Ground Conditions) Dry Street CROWS LANDING RD City 054090403 Location Details Location Code Light Highway Additional Info Manhole 2 Rim To Invert 17.2 Grade To Invert 17.2 Rim To Grade 0 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt Yes Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt No Surface Type Gravel No Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded No Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 2 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound Yes Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-2 / HT-2 Custom 2 MH sediment depth 3 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/4/2015 13:21 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090401 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD (YOSEMITE MEAT CO) City MODESTO Location Details Location Code Other Additional Info Manhole 2 Rim To Invert 13.4 Grade To Invert 13.4 Rim To Grade 0 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement Yes Surface Type Concrete Collar No Surface Type Grass Dirt No Surface Type Gravel No Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded Yes Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 7 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 2 Frame Seal Inflow None Frame Depth Seal Condition Sound No Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset Yes Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-2 / HT-2 Custom 2 MH Debris depth 5 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single No Cover Type Hatch Double No Cover Type Lamphole No Cover Condition Restraint Missing No Cover Condition Restraint Defective No Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/4/2015 12:16 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090402 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD City MODESTO Location Details Location Code Light Highway Additional Info Manhole 2 Rim To Invert 11.8 Grade To Invert 11.8 Rim To Grade 0 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt Yes Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt No Surface Type Gravel No Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded No Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 2 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound Yes Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical off centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-2 / HT-2 Custom 2 MH sediment depth 5 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/6/2015 09:04 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090403 Manhole Use Sanitary Weather (Ground Conditions) Dry Street CROWS LANDING RD City MODESTO Location Details Location Code Easement/Right of Way Additional Info Manhole 2 Rim To Invert 12 Grade To Invert 12 Rim To Grade 0 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt Yes Surface Type Gravel No Surface Type Other No Potential For Runoff None Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded Yes Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 2 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound No Seal Condition Cracked No Seal Condition Loose Yes Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Yes Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledYes Channel Material Channel Type Channel Exposure Work Order 16533 Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-2 / HT-2 Custom 2 MH sediment depth 3 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/4/2015 13:11 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090802 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD (YOSEMITE MEAT CO) City MODESTO Location Details Location Code Parking Lot Additional Info Manhole 2 Rim To Invert 12.2 Grade To Invert 12.2 Rim To Grade 0 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement Yes Surface Type Concrete Collar No Surface Type Grass Dirt No Surface Type Gravel No Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded No Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 7 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound Yes Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-3 / HT-3 Custom 2 MH debris depth 5 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/4/2015 12:42 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090803 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD City MODESTO Location Details Location Code Parking Lot Additional Info Manhole 2 Rim To Invert 14.2 Grade To Invert 14.2 Rim To Grade 0 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt Yes Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt No Surface Type Gravel No Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 25 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound Yes Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded No Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 2 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound Yes Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-1 / HT-1 Custom 2 MH sediment depth 3 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single No Cover Type Hatch Double No Cover Type Lamphole No Cover Condition Restraint Missing No Cover Condition Restraint Defective No Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/5/2015 11:27 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090804 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD City MODESTO Location Details Location Code Easement/Right of Way Additional Info Manhole 2 Rim To Invert 132 Grade To Invert Rim To Grade 7 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt Yes Surface Type Gravel Yes Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded Yes Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 7 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound Yes Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledYes Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-1 / HT-1 Custom 2 MH sediment depth 5 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single No Cover Type Hatch Double No Cover Type Lamphole No Cover Condition Restraint Missing No Cover Condition Restraint Defective No Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/5/2015 14:34 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090805 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD City MODESTO Location Details Location Code Easement/Right of Way Additional Info Manhole 2 Rim To Invert 12 Grade To Invert 11 Rim To Grade 1 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt Yes Surface Type Gravel Yes Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded No Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 1 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound No Seal Condition Cracked No Seal Condition Loose Yes Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-2 / HT-2 Custom 2 MH Sediment depth 3 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/5/2015 13:07 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054090806 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD City MODESTO Location Details Location Code Easement/Right of Way Additional Info Manhole 2 Rim To Invert 15.2 Grade To Invert 14.7 Rim To Grade 1 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt Yes Surface Type Gravel Yes Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded No Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 1 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 0 Frame Seal Inflow None Frame Depth Seal Condition Sound Yes Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini Infil Stained Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-2 / HT-2 Custom 2 MH sediment depth 5 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/6/2015 08:45 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054091202 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD City MODESTO Location Details Location Code Easement/Right of Way Additional Info Manhole 2 Rim To Invert 15.5 Grade To Invert 14.5 Rim To Grade 1 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt Yes Surface Type Gravel Yes Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 26 Cover Material Other Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Good Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded No Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 2 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition Yes ---PAGE BREAK--- Frame / Seal Frame Offset Distance Frame Seal Inflow Infil Stained Frame Depth Seal Condition Sound No Seal Condition Cracked No Seal Condition Loose Yes Seal Condition Offset No Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-1 / HT-1 Custom 2 MH sediment depth 4inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Project Surveyed By ZACHARY HERMAN Certificate Number U-1111-13684 Date / Time 3/5/2015 14:59 Owner CITY OF MODESTO Customer BROWN & CALDWELL Sheet Number PO Number 16533 Is Imperial True Purpose Capital Improvement Program Assessment Category Comments Manhole Inspection Status Surface Inspection Drainage Area Manhole Number 054091208 Manhole Use Sanitary Weather (Ground Conditions) Dry Street ZEFF RD City MODESTO Location Details Location Code Easement/Right of Way Additional Info Manhole 2 Rim To Invert 10.4 Grade To Invert 9.4 Rim To Grade 1 Year Built Year Renewed Pre-Cleaning No Pre-Cleaning Date Cleaned Evidence of Surcharge No Additional Component Information Media Label Surface / Steps Surface Type Asphalt No Surface Type Concrete Pavement No Surface Type Concrete Collar No Surface Type Grass Dirt Yes Surface Type Gravel Yes Surface Type Other No Potential For Runoff Access Type Manhole Step Number 0 Step Material [PHONE REDACTED] ---PAGE BREAK--- Cover 1 Cover Shape Circular Cover Size 27 Cover Material Cast Iron Cover Type SolidNo Cover Type Vented Yes Cover Type Gasketed No Cover Type Bolted No Cover Type Inner Cover No Cover Type Locking No Cover Size Width Cover 2 Cover Bearing Surface Diameter Cover Frame Fit Rocks/Wobbles Cover Condition Sound No Cover Condition Cracked No Cover Condition Broken No Cover Condition Corroded Yes Cover Condition Bolts Missing No Cover Condition Missing No Cover Insert Type None Cover Bearing Surface Diameter Width Hole / Insert Hole Diameter Hole Number 1 Insert Condition Sound No Insert Condition Poorly Fitting No Insert Condition Cracked No Insert Condition Leaking No Insert Condition Insert Fell No Insert Condition Corroded No Ring Adjustment Ring Type Solid Adjustment Ring Height Ring Condition Sound No Ring Condition Cracked No Ring Condition Broken No Ring Condition Corroded Yes Ring Condition Leaking No Ring Condition Poor Install No Adjustment Ring Material Cast Iron Frame Frame Material Cast Iron Frame Bearing Surface Width Frame Bearing Surface Depth Frame Clear Open Diameter Frame Condition Sound No Frame Condition Cracked No Frame Condition No Frame Condition No ---PAGE BREAK--- Frame / Seal Frame Offset Distance 2 Frame Seal Inflow Infil Stained Frame Depth Seal Condition Sound No Seal Condition Cracked No Seal Condition Loose No Seal Condition Offset Yes Seal Condition Missing No Chimney Chimney Material 1 Concrete (non- reinforced) Chimney Material 2 Chimney Ini None Chimney Clear Opening Chimney Depth Chimney Lining Interior Chimney Lining Exterior Cone Cone Type Conical off centered Cone Material Concrete (non- reinforced) Cone Depth Cone Lining Interior Cone Lining Exterior Wall Wall Diameter Wall By Size Wall Material Concrete (non- reinforced) Wall Depth Wall Lining Interior Wall Lining Exterior Bench / Channel Bench Present Partial Bench Material Concrete (non- reinforced) Bench Lining Channel InstalledNo Channel Material Channel Type Channel Exposure Work Order Project Modesto Ceres Trunk Project PressureValue Custom Custom 1 ST-3 / HT-3 Custom 2 MH sediment depth 5 inches Custom 3 Custom 4 ---PAGE BREAK--- Cover 3 Cover Type Hatch Single Cover Type Hatch Double Cover Type Lamphole Cover Condition Restraint Missing Cover Condition Restraint Defective Created with the report generator ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report C-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix C: Initial Permitting Information ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- DEPARTMENT OF PUBLIC WORKS STANISLAUS COUNTY STANDARDS AND SPECIFICATIONS 2014 EDITION For Development Services, Encroachment/Transportation Permits, and Transit: 1010 10th Street, Suite 4204, Modesto, CA 95354 PHONE: (209) 525‐4311 • FAX: (209) 525‐6507 Office Hours: Monday – Friday, 8:00 a.m. – 4:30 p.m. (excluding legal holidays) For Engineering Design, Traffic, Roads & Bridges, Construction, and Administration: 1716 Morgan Road, Modesto, CA 95358 PHONE: (209) 525‐4130 • FAX: (209) 541‐2505 Office Hours: Monday – Friday, 8:00 a.m. – 5:00 p.m. (excluding legal holidays) Visit us on the web: www.stancounty.com/publicworks Updated by: Paul Saini, Associate Civil Engineer, Turlock, CA Updated by: Paul Saini, Turlock, CA Associate Civil Engineer, QSD/QSP ---PAGE BREAK--- 1-22 Stanislaus County Standards 2014 Edition 1.18 DEVELOPMENT WITHIN A CITY’S SPHERE OF INFLUENCE: Within the Spheres of Influence of any city, roadway improvements, dedications, building setbacks, and road reservations shall meet the development standards of the appropriate city. This shall be consistent with the Spheres of Influence Policy in the Land Use Element of the General Plan, except in those areas subject to an individual city/county agreement. These requirements may change from time-to-time through the adoption or revision of local land use plans or standards. To ensure consistency with a city’s development standards, additional right-of-way may be required for each of the roadway classifications described within these Standards. Where design and access requirements of a city differ from those established by the County, development shall be required to meet the standards of the city. The design engineer and/or developer shall consult with the city prior to the construction of improvements within its sphere of influence to ensure consistency with the standards of that city. 1.19 ENCROACHMENT PERMITS: Before the Department of Public Works will issue an encroachment permit for any construction within the County’s public right-of-way, the following must be submitted. a. A set of improvement plans signed and approved by the Design Engineer for the construction of street improvements or pipelines running longitudinally within the right-of-way must be submitted showing the location and type of encroachment. If a trench is to be dug, a cross-section must be shown labeling depth, width, pipe diameter, and backfill specification. b. A Certificate of Insurance showing proof of General Liability in the amount of $100,000,000 (minimum) for the person signing the encroachment permit. The owner can not sign for a contractor or vice-versa. c. Appropriate fees shall be paid and an encroachment permit obtained prior to performing any construction activities. d. Call the Inspector 48 hours before starting work and for final inspection at (209) 525-4130. e. Perform work according to County Standards and Specifications. f. Call USA North at [PHONE REDACTED] for utility locations at least 48 hours before digging. Other utility companies may need to be ---PAGE BREAK--- 1-23 Stanislaus County Standards 2014 Edition contacted:(including, but not limited to PG&E, SBC, MID, TID, Comcast, Charter, etc). Provide a copy of these permit conditions to all Contractors doing work covered under the encroachment permit. g. Construct subdivision improvements in accordance with approved plan set and conditions of approval and/or development standards. h. Prior to receiving any water taps or sewer connections, the Developer shall pay the service connection charges to the appropriate water or sewer agency. i. Prior to issuance of the permit for a project over one acre, the Contractor or Developer shall provide the County the Stormwater Pollution Prevention Plan and a copy of the Notice of Intent (NOI) filed with the State Water Resources Control Board. In compliance with the State Water Resources Control Board, the Storm Water Pollution Prevention Plan is required to be on-site. A copy of the NOI shall be attached to the encroachment permit. j. Off–site inlets adjacent to the proposed project shall have filter screens placed in the grates to prevent silt contamination. These shall be maintained during the entire duration of the project. k. No landscaping work is permitted unless plans are approved by the Department of Parks and Recreation and/or the Department of Planning and Community Development. l. Open all traffic lanes during peak hours: Mon-Fri: 7:30 – 8:30 AM; 4:30 – 5:30 P.M. m. Full street closures will require a separate permit. Street closure permits will be conditioned to post all streets that are affected with the closure. The traffic plan shall be approved a minimum of two weeks prior to pending closure. The traffic plan will address the detour of traffic. The permit will minimize the amount of time the closure is in effect. Please contact Stanislaus County Public Works Traffic Engineer at (209) 525-4130 for traffic plan approval. n. Partial street closures may be coordinated with the inspector. Partial street closures may be limited in time to 8:30 am to 4:30 p.m. All construction traffic control shall follow the Caltrans Manual of Temporary Traffic Controls. ---PAGE BREAK--- 2-1 Stanislaus County Standards 2014 Edition CHAPTER 2: TEMPORARY TRAFFIC CONTROL AND SAFETY 2.1 GENERAL: This Traffic Control and Safety Section is intended to establish general principles of safety and traffic control while in the performance of any work covered by these Standards. No specification contained herein shall be deemed to create a legal standard of conduct or duty toward the public, nor shall it limit the County in the exercise of powers conferred by law in modifying the specification under special conditions. The requirements of the latest edition of the State of California Department of Transportation, California Manual on Uniform Traffic Control Devices, herein referred to as the “CAMUTCD”, shall take precedence over the requirements of this Safety Section. 2.2 TRAFFIC CONTROL: The safe movement of traffic through construction areas depends upon communicating concise and proper information to the public by signs, channelizing devices, barricades, markings, lighting devices and control of traffic through work zones. All such devices necessary during construction shall be furnished by the Developer. The size, shape and color of such devices shall be as required by the CAMUTCD. No traffic control devices shall be altered or removed from the construction site without prior approval of the Engineer. 2.3 CONSTRUCTION SIGNS: All signs shall conform to Chapter 2 (Signs) and Chapter 6 (Temporary Traffic Control Elements) of the latest edition of the CAMUTCD. Signs used for night-time conditions shall be reflectorized or illuminated. The use of orange flags in conjunction with signs is permitted if they do not at any time interfere with a clear view of the sign face. 2.4 CHANNELIZING DEVICES: The function of channelizing devices is to guide and alert drivers of hazards created by construction or maintenance activities in or near the traveled way and to guide and direct drivers safely passed the hazards. Channelizing devices shall conform to Part 6 of the CAMUTCD. ---PAGE BREAK--- 2-2 Stanislaus County Standards 2014 Edition Channelization devices should be uniformly positioned laterally and longitudinally relative to the line of traffic and they must be maintained in an erect position. Consideration must also be given to the necessity for stability against knock-down from wind or from the wash of passing traffic. Channelization devices for night-time use shall be reflectorized to be visible from 500 feet under normal atmospheric conditions. 2.5 BARRICADES AND PORTABLE BARRIERS: The function of barricades is to separate workers or motorists from objects or unusual situations created by construction or maintenance activities in or near the traveled way. All barricades shall conform to Part 6 of the CAMUTCD. Barricades shall not be used unless they are needed to separate the motorist from objects of greater hazard than the barricades themselves. Barricades should never be used primarily for delineation but to help enhance safety. The use of non-standard types of barricades, such as drums, buckets, sandbags, etc., can be hazardous and their use is prohibited unless they are temporarily used for cushioning devices. 2.6 MARKINGS: Pavement markings in conformance with Part 6 of the CAMUTCD shall be required if field conditions warrant their use. Additional markings may be required at the discretion of the Inspector. 2.7 LIGHTING DEVICES: Construction and maintenance activities create conditions on or near the traveled ways that are potentially hazardous, particularly at night when the ability of drivers to see is sharply reduced from daytime conditions. It may be necessary to supplement the reflectorized signs, barriers and channelizing devices with lighting devices. All lighting devices shall conform to Part 6 of the CAMUTCD. 2.8 CONTROL OF TRAFFIC THROUGH WORK ZONES: The primary function of traffic control procedures is to move traffic safely and expeditiously through or around work zones. All hand signal devices, flaggers, flagging procedures, flagger stations, one-way traffic control, flagger control, flag-carrying or official car, pilot car and traffic control signals shall conform to Part 6 of the CAMUTCD. Flaggers shall be required, as necessary, for safe conduct of the traffic ---PAGE BREAK--- 2-3 Stanislaus County Standards 2014 Edition through the construction zone or as directed by the Engineer. 2.9 PRINCIPLES OF WORK ZONE TRAFFIC CONTROL: In work zones, the work and traffic controls must be coordinated to provide safe and expeditious movement of traffic and pedestrians, while allowing the work to progress as rapidly, safely and efficiently as possible. Placement of all work zone traffic control signs and devices shall conform to Part 6 of the CAMUTCD. 2.10 ROAD CLOSURES: The County does not support full road closures unless under special circumstances based on case by case bases and as approved by the Engineer. The purpose of a road closure is to protect and promote the health, safety and general welfare of the citizens of Stanislaus County by controlling full road closures within Stanislaus County networks of roadways. It is intent of Stanislaus County Public Works to accommodate the motoring public to the fullest extent without compromise of safety. Encroachment Permits shall allow lane closures with complete and detailed one-way flagging or other traffic control devices to allow traffic safely through the construction zone. Full road closures, as a rule, are not to be used. Full road closures with detours will only be permitted under the conditions found in this standard. The granting of a temporary road closure or crossing by the Stanislaus County Road Commissioner is a privilege and not a right to private entities. a. Full Road Closure Requirements A full road closure shall only be allowed in situations where the closure is the least disruptive option to traffic. The following steps must be completed to the satisfaction of the Department. The final approval will be by the Road Commissioner or Board: i. Encroachment Permit and Application Submitted with a Project Description 1. The applicant shall pay to Stanislaus County when the agreement is executed $500/day per 1,000 Average Daily Traffic that the road is closed. 2. If the applicant is not a public utility and the road closure includes the installation of a trench across the County maintained roadway, a Pipeline Maintenance Agreement shall be taken out by the applicant. The applicant will be ---PAGE BREAK--- 2-4 Stanislaus County Standards 2014 Edition responsible for all future maintenance of the pipeline and the trench. ii. Purpose and Need of the Closure iii. Develop 2 Alternatives (minimum) plus a ‘no closure’ alternative iv. Develop a Detailed Schedule v. Develop a Stakeholders List, Including All Media Outlets (stakeholders to include adjacent landowners, emergency responders, and public agencies) vi. Notify All Businesses Within ½ mile of Project Site (including agricultural businesses) vii. Conduct One Public Information Meeting (minimum) viii. Obtain Final Approval From the Director or Board ix. Publish Findings of Outreach Meeting (approval and notice of closure to all media outlets as defined in step 5. b. Road Closure Approval The Road Commissioner shall have the authority to approve the road closure application and agreement for roadways that have an average daily traffic count of less than 7,000 trips per day. If the proposed road closure is on a roadway with more than 7,000 trips per day, the Board shall approve the closure prior to implementation. c. Traffic Control Plan A minimum of seven working days prior to any temporary road closure a traffic control plan (detour plan) prepared by the Developer shall be submitted to the Engineer for review and approval. After Engineer's approval of the traffic control plan, the Developer shall obtain an Encroachment Permit pursuant to Section 1460 et. seq. of the California Streets and Highway Code. The permit shall be obtained a minimum of two working days prior to the actual road closure. The Encroachment Permit may require a cash guarantee at the time of issuance to ensure that all requirements of the road closure are met. The Inspector must be notified by the Developer 48 hours prior to the road closure and must be kept informed of closure status. The California Highway Patrol, Stanislaus County Sheriff's Department, Stanislaus County Fire Warden, Stanislaus County all Emergency Dispatch, and the local school districts shall be notified by the Developer of the road closure a minimum of 24 hours prior to the closure. This is part of the County’s Traffic Delay Notification program (see Section 2.10.d below). A copy of the Encroachment Permit and approved traffic control plan shall be provided to the Inspector. All barricades, warning lights, traffic signs and any other safety devices required by the traffic ---PAGE BREAK--- 2-5 Stanislaus County Standards 2014 Edition control plan shall be provided and maintained by the Developer. At the discretion of the Inspector, and based on field conditions, additional safety devices may be required. Protective barricades shall be provided on each side of, and parallel to, an open trench crossing a road when the trench will remain uncovered or when work on the trench ceases. One lane for each direction of through traffic must be maintained; except, where flagmen are provided to control traffic, then one lane may serve both directions. However, roads less than twenty feet in width shall be used for detouring only one direction of traffic unless the Engineer's approval for use has been previously obtained. When trenching is necessary across intersecting streets, the work shall be done in such a manner as to maintain two-way traffic on cross streets at all times. When detouring a four lane road onto a detour route of less than four lanes in width, parking may be prohibited on the detour route at the Engineer's discretion. Where the trench line crosses an entrance to private property, until the trench is backfilled, access to the property shall be maintained at all times. Such bridges shall be properly guarded and illuminated at night. Where any crosswalk is cut by the trench, and said trench is left open, suitable bridging shall be constructed. Such bridging shall be at least four feet in width, shall be properly guarded and shall be illuminated at night. d. Traffic Delay Notification A Traffic Delay Notification (TDN) shall be submitted when a traffic control plan requires either a lane closure or a complete road closure that will delay traffic in one or both directions of travel for a period of time during the construction period. The TDN shall be submitted as part of the Encroachment Permit process. At a minimum, the TDN shall show the Encroachment Permit number; the location of the construction project; the application date, the proposed construction start date, the proposed construction end date, the type of work to be performed, a description of the detour that will be set up, and contract information for the responsible party to which the TDN will be issued. The TDN must be submitted to the Traffic Division at least 48 hours prior to the lane or road closure occurring. As a result, it is imperative that the Traffic Control Plan be approved ahead of the ---PAGE BREAK--- 2-6 Stanislaus County Standards 2014 Edition planned lane or road closure and the Encroachment Permit issued in time to allow at least 48 hours prior to the planned lane or road closure to submit the TDN. This provides necessary time Public Works staff to transmit the TDN to interested parties that need to be notified about the planned closure. e. Liquidated Damages The applicant shall pay the sum of $500/day per 1,000 Average Daily Traffic as liquidated damages to Stanislaus County for every day the road is not reopened following the road closure agreement. The applicant shall also be required to pay the County’s reasonable attorney’s fees, court costs, and reasonable expenses of litigation brought by Stanislaus County to compel compliance with the reopening of the County roads. 2.11 RULES AND REGULATIONS: All work performed and all materials used by the Developer shall comply with the following: The State Labor Code; the California Administrative Code, Construction Safety Order, Title 8, Subchapter 4; and all other applicable Federal, State and local laws and regulations. Specifically, the Developer shall furnish, install and maintain all shoring, bracing and sheeting. Any damage resulting from a lack of adequate shoring, bracing or sheeting shall be repaired at the Developer's expense. Additional requirements may be imposed by the Inspector in the interest of public safety. 2.12 UNDERGROUND SERVICE ALERT (USA): USA is a "One-call Notification Center" used for identifying underground facilities prior to digging. The Developer shall call USA at least 48 hours prior to the start of any excavation. Request for field meetings shall be included in the initial call to USA. All excavations shall be in compliance with Section 1541-b(1) of the Construction Safety Orders, (Title 8, California Administrative Code), which states: The approximate location of subsurface installations, such as sewer, telephone, fuel electric, water lines, or any other subsurface installations that reasonable may be expected to be encountered during excavation work, shall be determined by the excavator prior to opening an excavation. ---PAGE BREAK--- 2-7 Stanislaus County Standards 2014 Edition A. Excavation shall not commence until: 1. The excavation area has been marked as specified in Government Code Section 4216.2 by the excavator; and 2. The excavator has received a positive response from all known owner/operators of subsurface installations within the boundaries of the proposed project; those responses confirm that the owner/operators have located their installations, and those responses either advise the excavator of those locations or advise the excavator that the owner/operator does not operate a subsurface installation that would be affected by the proposed excavation.” The Developer shall be responsible for the preservation of and any damage to, both private and public property in conformance with Section 7-1.11, Preservation of Property of the State Standards. 2.13 MAINTAINING VERTICAL AND HORIZONTAL CLEARANCES: The Design Engineer shall ensure that their design complies with all vertical and horizontal clearance standards and are in conformance with the latest edition of the Highway Design Manual (HDM). Special attention shall be given to the vertical clearance remaining following any street overlays. Efforts should be made to avoid decreasing the existing vertical clearance whenever possible, and consideration should be given to the feasibility of increasing the vertical clearance even where it currently exceeds minimum standards. The engineering design analysis should also include consideration of other vertical clearances (existing and future) along the route, and available routing around any such reduced clearance structure. All projects, including new construction, shall meet the appropriate minimum clearance design standard for the type of facility, as shown in Index 309.2 of the HDM. ---PAGE BREAK--- Permit No: Application Date Inspection Fee Deposit: Receipt Paid in Full To Be Billed Fee Waived 1. Construction shall be done in accordance to County Standards and California Storm Water Pollution Prevention Plan Best Management Practices (BMP). 2. Applicant shall be responsible for maintaining liability insurance in the amount shown above. A liability insurance certificate policy shall be provided prior to any construction activity. 3. All construction traffic control shall conform to the California Manual on Uniform Traffic Control Devices (CAMUTCD) and per-approved detour plan. 4. All construction plans (if required) must be attached with permit. 5. Road Closures will require approval from County Traffic Division. Any impacts to traffic will require a 48 hour advance notice to the Traffic Engineer. 6. Please see Conditions page which must be attached to the permit at all times. 7. Please call inspector 48 hours in advance of a change of the start date or in advance of beginning work. 8. This permit is valid for six months from date of issuance. Purpose: Applicant: Site Address: Mailing Address: City: Zip: Telephone: License No: ENCROACHMENT/CONSTRUCTION PERMIT Stanislaus County Public Works - Development Services 1010 10th Street, Suite 4204 Modesto, CA 95354 Phone: [PHONE REDACTED] Fax: [PHONE REDACTED] E-mail: [EMAIL REDACTED] The undersigned is hereby applying for a permit to work in the Public right-of-way at the following locations, subject to the provisions required by Streets and Highways Code 1450-1496 and the Stanislaus County Encroachment Permit Conditions as shown on the back of this permit and made a part of here to. In addition, the applicant will adhere to all general notes and any special conditions as specified. I, the undersigned, certify that I have read and understand the entire permit (page 1 and 2) and will abide by the conditions and requirements as set forth. - Liability Insurance? Approved by County Road Commissioner (CRC): Start: Complete: Acceptance: Project-Size: 0.00 Disturbed-Area: 0.00 Surface Type: Length: 0 Width: 0 Trench Area: 0 PCI (0-100): 0 0 0 0 0 0 0 0 0 0 0 NPDES Permit Review (Risk Level 1 = $450, Risk Level 2 = $675, Risk Level 3 = $855 $0.00 Signed By: Permit Issue Date Matt Machado Permit Issued by: Excavation Permit Fee $20 Excavation Inspection Fee (per 500 ft in unpaved areas) $190 Quantity Fee Total Excavation Inspection Fee (per 250 ft in paved areas) $190 Encroachment Permit Fee for Driveway Construction $190 Utility Trench Cuts ($7.30/sf, for roads with PCI rating > 50) $7.30 Construction Permit Fee $40 Curb Gutter (per 250 LF) $190 Sidewalk (per 250 LF) $190 Matching Pavement $190 General Inspection/Plan Review/Drywell Inspection/PMA/TDN $95 $0.00 $0.00 $0.00 $0.00 Total Encroachment Permit Fee: Name and Description of Service $0.00 $0.00 Utility Trench Calcs $0.00 ft ft sq-ft Billing Status: $0.00 $0.00 $0.00 acres acres $0.00 Encroachment / Construction Permit Fee Summary Page 1 GENERAL NOTES: Pending Closed Status: Active TDN Required PGE Specific? Lat: Long: Map CAMS No: Traffic Map: Minor Permit Major Permit Minimal Permit Permit Type: Extension Request Ok? Extension Request Date: Extension Expiration Date: New TDN Required? - PERMIT EXTENSION REQUEST USE ONLY - Email: State: CA Monitor Warranty Work? Annual Blanket Permit PMA Issued NPDES Inspection Required? ENCR Assigned Inspector: Print Form ---PAGE BREAK--- STANISLAUSCOUNTYENCROACHMENTPERMITCONDITIONS 1.ACCEPTANCEOFTHEPROVISIONS:ItisunderstoodandagreedbythePermitteethatallconditionshavebeenread,andunderstood.ThePermitteeagreestocomplywithallconditions. 2.KEEPPERMITONWORKSITE:Thispermit,oracompletecopy,shallbekeptatthesiteoftheworkanduponrequestmustbeshowntoanyCountyrepresentativeorlawenforcementofficer. 3.PERMITSFROMOTHERAGENCIES:Permitteemustobtainallotherpermitsrequiredbyotherpublicorprivateagenciesorindividualsnecessaryinordertoperformtheintendedwork.Itshallbe theresponsibilityofthePermitteetonotifytheutilityandcableTVcompaniespriortostartinganyconstructionthatmayinvolvetheirundergroundoroverheadutilities. 4.INSURANCE:Owners,developersorcontractorsmustprovidecertificatesofinsuranceinanamountofatleast$1,000,000orasdeterminedbytheDepartment. 5.BONDS:Acashdeposit,performancebond,letterofcreditorotherapprovedformofsecurityshallbesubmittedinanamountequalto100%ofthevalueoftheworkperformedwithinthe Countyrightofwayoreasement. 6.INSPECTIONNOTIFICATION:ThePermitteeshallnotifytheDepartmentofPublicWorksat(209)968Ͳ3119aminimumoftwo(2)workingdayspriortoperformanceofanyworkunderthispermit. AnyworkperformedwithoutinspectionorcontrarytoStanislausCountyPublicWorksStandardConstructionSpecifications,StandardDetailsorapprovedplansshallbedeemednonͲcomplyingand willnotbeacceptedbytheCounty. 7.TRAFFICCONTROL:Constructiontrafficcontrolshallconformtothecurrenteditionofthe"ManualofTrafficControlsforConstructionandMaintenanceWorkZones",aspublishedbytheStateof California,DepartmentofTransportation. 8.PERMITEXPIRATION:Thispermitisvalidforaperiodofsixmonthsasmeasuredfromtheconstructionstartdateoruntilliabilityinsuranceexpires,whichevercomesfirst. 9.UNDERGROUNDSERVICEALERT:PermitteemustnotifyUndergroundServiceAlert(USA)at800Ͳ642Ͳ2444or1Ͳ800Ͳ227Ͳ2600atleast48hoursinadvanceofstartofworkforlocationof undergroundutilities. 10.GUARANTEE:ForaperiodofoneyearafteracceptancebytheDepartmentofPublicWorks,thePermitteeshallguaranteeallworkperformedunderthispermit.Anyfailurecausedbydefective necessaryrepairsatthePermittee'sexpense. 11.STORAGEOFMATERIAL:Excavatedmaterial,sand,gravel,oranyconstructionmaterialsanddebrisshallnotbestockpiledintheCountyrightͲofͲway. 12.PUBLICCONVENIENCE: (a)ThePermitteeshallconducthisoperationsastooffertheleastobstructionandinconveniencetothepublicandabuttingpropertyowners.ThePermitteeshallhaveunderconstructionno greateramountofworkthanhecanproperlysecureattheendoftheworkdaywithdueregardtothesafetyofthepublic. (b)Unlessotherwiseprovidedinthepermit,allpublictrafficshallbepermittedtopassthroughtheworkwithaslittleinconvenienceanddelayaspossible. (c)ThePermitteeathisexpenseshallremovespillageresultingfromhaulingoperationsalongoracrossanypubliclytraveledwayimmediately. (d)Convenientaccesstodriveways,houses,andbuildingsalongtheworkshallbemaintainedandtemporaryapproachestocrossingsorintersectinghighwaysshallbeprovidedandkeptingood condition.Whentheabuttingpropertyowner'saccessacrosstherightͲofͲwaylineistobeeliminated,ortobereplacedunderthepermitbyotheraccessfacilities,theexistingaccessshallnotbe closeduntilthereplacementaccessfacilitiesareusable. (e)IforderedbytheInspector,watershallbesuppliedbythePermitteetoalleviateorpreventdustnuisance. 13.SAFETY: (a)GeneralͲThePermitteeshallbesolelyandcompletelyresponsiblefortheconditionsofthejobsite,includingsafetyofallpersonsandpropertyduringperformanceofthework.This requirementshallnotbelimitedtonormalworkinghours.SafetyprovisionsshallconformtoallapplicableFederal,State,andlocallaws,ordinances,andcodes,andtotherulesandregulations establishedbytheCaliforniaDivisionofIndustrialSafety,andtootherrulesoflawapplicabletothework. (b)TheservicesoftheInspectorinconductingconstructionreviewofthePermittee'sperformanceisnotintendedtoincludereviewoftheadequacyofthePermittee'sworkmethods,equipment, bracingorscaffoldingorsafetymeasures,in,on,orneartheconstructionsite,andshallnotbeconstruedassupervisionoftheactualconstructionnormaketheInspectorortheCountyresponsible forprovidingasafeplacefortheperformanceofworkbythePermittee,Contractor,subcontractors,orsuppliers;orforaccess,visits,usework,traveloroccupancybyanyperson. (c)ThePermitteeshallinstructallpersonnelworkinginpotentiallyhazardousworkareasastopotentialdangersandshallprovidesuchnecessarysafetyequipmentandinstructionasisnecessaryto preventinjurytopersonnelanddamagetoproperty.Specialcareshallbeexercisedrelativetoelectricalwork,workinvolvingexcavationandinsumppumpwork. (d)AllworkandmaterialsshallbeinstrictaccordancewithallapplicableState,Federalandlocallaws,rules,regulations,andcodes. (e)Nothinginthispermitistobeconstruedtopermitworknotconformingtogoverninglaw. (f)ShoringandTrenchSafetyPlanͲAttentionisdirectedtoSection832oftheCivilCodeoftheStateofCalifornia,Section6705oftheStateLaborCode,andtheConstructionSafetyOrdersofthe StateofCaliforniaDivisionofIndustrialSafety. 14.PROTECTIONOFPERSONANDPROPERTY: (a)ThePermitteeshalltakewhateverprecautionsarenecessarytopreventdamagetoallexistingimprovements,includingabovegroundandundergroundutilities,trees,shrubberythatisnot specificallyshowntoberemoved,fences,signs,mailboxes,surveymarkersandmonuments,buildings,structures,theCounty'sproperty,adjacentproperty,andanyotherimprovementsor facilitieswithinoradjacenttothework.IfsuchimprovementsorpropertyareinjuredordamagedbyreasonofthePermittee'soperations,theyshallbereplacedorrestored,atthePermittee's expense,toaconditionatleastasgoodastheconditiontheywereinpriortothestartofthePermittee'soperations. (b)ThePermitteeshalladoptallpracticalmeanstominimizeinterferencetotrafficandpublicinconvenience,discomfortordamage.ThePermitteeshallprotectagainstinjurytoanypipes, conduitsorotherstructurescrossingthetrenchingorencounteredintheworkandshallberesponsibleforanyinjurydonetosuchpipesorstructures,ordamagetopropertyresultingtherefrom. Heshallsupportorreplaceanysuchstructureswithoutdelay. (c)ThePermitteeshallpaytheentireexpenseofreplacingthehighwayinasgoodconditionasbefore. 15.RESPONSIBILITYFORREPAIROFFACILITIES:Allpublicorprivatefacilities,includingbutnotlimitedto,gravelsurfacingatexistingcanals,structures,telephonecables,roadways,curbs,gutters, parkinglots,privatedrives,leveesandembankmentsforcreeks,pondsandreservoirsdisturbedduringconstructionoftheworkshallberepairedand/orreplacedbythePermitteetomatch facilitiesexistingpriortoconstruction.Inaddition,thePermitteeshallberesponsibleforanysettlementdamagetosuchfacilitiesoradjoiningareasforaperiodofoneyearafteracceptanceofsuch 16.COUNTY'SREPAIR:IntheeventthePermitteerefusesorneglectstomakegoodanylossordamageforwhichheisresponsibleunderthispermit,theCountymayitself,orbytheemploymentof others,makegoodanysuchlossordamage,andthecostandexpenseofdoingso,includinganyreasonableengineering,legalandotherconsultantfees,andanycostsofadministrativeand managerialservices,shallbechargedtothePermittee. 17.CONTRACTOR'SLICENSENOTICE:ContractorsarerequiredbylawtobelicensedandregulatedbytheContractor'sStateLicenseBoard.Anyquestionsconcerningacontractormaybereferred totheregistrar,Contractor'sStateLicenseBoard,9821BusinessParkDr.,Sacramento,Californiaorbyvisitingwww.cslb.ca.govorbycalling1Ͳ800Ͳ321ͲCSLB(2752). 18.INDEMNITYANDLITIGATIONCOST: (a)ThePermitteespecificallyobligateshimselfandherebyagreestoprotect,holdfreeandharmless,defendandindemnifytheCounty,theEngineer,hisconsultants,andeachoftheirofficers, employeesandagents,fromanyandallliability,penalties,costs,losses,damages,expenses,causesofaction,claimsorjudgments,includingattorney'sfees,whichariseoutoforareinanyway connectedwiththePermittee's,hisContractor's,orhissubcontractors'orsuppliers'performanceofworkunderthispermit.Totheextentlegallypermissible,thisindemnityandholdharmless agreementbythePermitteeshallapplytoanyactsoromissions,whetheractiveorpassive,onthepartofthePermitteeorhisagents,employeesandrepresentatives,resultinginliability irrespectiveofwhetherornotanyactsoromissionsofthepartiestobeindemnifiedhereundermayalsohavebeenacontributingfactortotheliability. (b)InanyandallclaimsagainsttheCountyortheEngineerandhisconsultants,andeachoftheirofficers,employeesandagentsbyanyemployeeofthePermittee,hisContractor,any Subcontractor,anyonedirectlyorindirectlyemployedbyanyofthem,oranyoneforwhoseactsanyofthemmaybeliable,theindemnificationofobligationunderthisSectionshallnotbelimitedin anywaybyanylimitationontheamountortypeofdamages,compensationorbenefitspayablebyorfortheContractororanySubcontractorunderWorkmen'sCompensationstatus,disability benefitstatures,orotheremployeebenefitstatutes. STANISLAUS COUNTY ENCROACHMENT PERMIT CONDITIONS The undersigned is hereby applying for a permit to work in the Public right-of-way at the site address as shown on this permit, subject to the provisions required by Streets and Highways Code 1450-1496 and the following permit conditions as noted below: I, the undersigned, certify that I have read and understand the entire permit (page 1 and 2) and will abide by the conditions and requirements as set forth. Signed By: Signed Date Page 2 ---PAGE BREAK--- 15. Double Permit Parent Permit Number Applicant's Reference Number / Utility Work Order Number Page 1 of 3 STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION STANDARD ENCROACHMENT PERMIT APPLICATION TR-0100 (REV. 03/2015) Please type or print clearly your answers. Complete ALL fields, write "N/A" if not applicable. This application is not complete until all requirements have been approved. PERMIT NO. DIST/CO/RTE/PM FOR CALTRANS USE PIPES 17. Completely describe work to be done within STATE Highway right-of-way: Attach 6 complete sets of plans (folded to 8.5" x 11") and any applicable specifications, calculations, maps, etc. 4. ADDRESS OR STREET NAME 8. WORK TO BE PERFORMED BY 7. PORTION OF RIGHT-OF-WAY CONTRACTOR MAX. DEPTH PRODUCT TYPE 14. CALTRANS' PROJECT CODE (ID) SURFACE TYPE VOLTAGE / PSIG 3. POSTMILE 2. ROUTE 1. COUNTY AVG. DEPTH 9. ESTIMATED START DATE DIAMETER AVG. WIDTH 10. ESTIMATED COMPLETION DATE LENGTH OWN FORCES 6. CROSS STREET (Distance and direction from project site) 5. CITY 12. ESTIMATED COST WITHIN STATE HIGHWAY RIGHT-OF-WAY DATE OF SIMPLEX STAMP SIMPLEX STAMP 16. Have your plans been reviewed by another Caltrans branch? NO YES (If "YES") Who? 11. 13. NO (If "NO", please check the category below which best describes the project AND answer questions A - K on page 2) YES (If "YES", check type of project AND attach environmental documentation and conditions of approval) 18. Is a City, County or other public agency involved in the approval of this project? DRIVEWAY OR ROAD APPROACH, RECONSTRUCTION, MAINTENANCE OR RESURFACING PUBLIC UTILITY MODIFICATIONS, EXTENSIONS, HOOKUPS FLAGS, SIGNS, BANNERS, DECORATIONS, PARADES AND CELEBRATIONS ENVIRONMENTAL IMPACT REPORT NEGATIVE DECLARATION CATEGORICALLY EXEMPT FENCE EROSION CONTROL MAILBOX OTHER OTHER GRADING BUILDING COMMERCIAL DEVELOPMENT OTHER LANDSCAPING ADA NOTICE: For individuals with sensory disabilities, this document is available in alternate formats. For information, call (916) 445-1233, TTY 711, or write to Records and Forms Management, 1120 N Street, MS-89, Sacramento, CA 95814. FEDERAL STATE LOCAL PRIVATE FUNDING SOURCE(S) EXCAVATION Permission is requested to encroach on the State Highway right-of-way as follows: ---PAGE BREAK--- STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION STANDARD ENCROACHMENT PERMIT APPLICATION TR-0100 (REV. 03/2015) PERMIT NO. Page 2 of 3 22. Will the proposed project require the disturbance of soil? YES NO If "YES", estimate the area within State Highway right-of-way in square feet AND acres: (ft2) AND (acres) estimate the area outside of State Highway right-of-way in square feet AND acres: (ft2) AND (acres) 23. Will the proposed project require dewatering? YES NO If "YES", estimate total gallons AND gallons/month. (gallons) AND (gallons/month) SOURCE*: STORM WATER NON-STORM WATER (*See Caltrans SWMP for definitions of non-storm water discharge: http://www.dot.ca.gov/hq/env/stormwater/index.htm ) 24. How will any storm water or ground water be disposed of from within or near the limits of the proposed project? Storm Drain System Combined Sewer / Storm System Storm Water Retention Basin Other (explain): 19. Will this project cause a substantial change in the significance of a historical resource (45 years or older), or cultural resource? 20. Is this project on an existing State Highway or street where the activity involves removal of a scenic resource including a significant tree or stand of trees, a rock outcropping or a historic building? YES NO (If "YES", provide a description) (If "YES", provide a description) 21. Is work being done on the applicant's property? (If "YES", attach 6 complete sets of site and grading plans.) YES NO YES NO The following questions must be completed when a City, County or other public agency IS NOT involved in the approval of this project. Your answers to these questions will assist Departmental staff in identifying any physical, biological, social or economic resources that may be affected by your proposed project within State Highway right-of-way and to determine which type of environmental studies may be required to approve your application for an encroachment permit. It is the applicant's responsibility for the production of all required environmental documentation and supporting studies and in some cases this may be costly and time consuming. If possible, attach photographs of the location of the proposed project. Please answer these questions to the best of your ability. Provide a description of any "YES" answers (type, name, number, etc.) A. Will any existing vegetation and/or landscaping within State Highway right-of-way be disturbed? B. Are there waterways (e.g. river, creek, pond, natural pool or dry streambed) adjacent to or within the limits of the project or State Highway right-of-way? C. Is the proposed project located within five miles of the coast line? D. Will the proposed project generate construction noise levels greater than 86 dBA (e.g. jack-hammering, pile driving)? E. Will the proposed project incorporate land from a public park, recreation area or wildlife refuge open to the public? F. Are there any recreational trails or paths within the limits of the proposed project or State Highway right-of-way? G. Will the proposed project impact any structures, buildings, rail lines or bridges within State Highway right-of-way? H. Will the proposed project impact access to any businesses or residences? I. Will the proposed project impact any existing public utilities or public services? J. Will the proposed project impact existing pedestrian facilities, such as sidewalks, crosswalks or overcrossings? K. Will new lighting be constructed within or adjacent to State Highway right-of-way? ---PAGE BREAK--- STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION STANDARD ENCROACHMENT PERMIT APPLICATION TR-0100 (REV. 03/2015) PERMIT NO. Page 3 of 3 ADDRESS OF AUTHORIZED AGENT / ENGINEER (Include City and Zip Code) 28. SIGNATURE OF APPLICANT OR AUTHORIZED AGENT 26. NAME OF AUTHORIZED AGENT / ENGINEER (A "Letter of authorization" is required if different from #25) 25. NAME OF APPLICANT OR ORGANIZATION 29. PRINT OR TYPE NAME 30.TITLE 31. DATE PLEASE READ THE FOLLOWING CLAUSES PRIOR TO SIGNING THIS ENCROACHMENT PERMIT APPLICATION. The applicant, understands and herein agrees that an encroachment permit can be denied, and/or a bond required for non-payment of prior or present encroachment permit fees. Encroachment Permit fees may still be due when an application is withdrawn or denied, and that a denial may be appealed, in accordance with the California Streets and Highways Code, Section 671.5. All work shall be done in accordance with the California Department of Transportation's (Department) rules and regulations subject to inspection and approval. The applicant, understands and herein agrees to the general provisions, special provisions and conditions of the encroachment permit, and to indemnify and hold harmless the State, its officers, directors, agents, employees and each of them (Indemnitees) from and against any and all claims, demands, causes of action, damages, costs, expenses, actual attorneys’ fees, judgments, losses and liabilities of every kind and nature whatsoever (Claims) arising out of or in connection with the issuance and/or use of this encroachment permit and the placement and subse- quent operation and maintenance of said encroachment for: 1) bodily injury and/or death to persons including but not limited to the Applicant, the State and its officers, directors, agents and employees, the Indemnities, and the public; and 2) damage to property of anyone. Except as provided by law, the indemnification provisions stated above shall apply regardless of the existence or degree of fault of Indemnities. The Ap- plicant, however, shall not be obligated to indemnify Indemnities for Claims arising from the sole negligence and willful misconduct of State, its officers, directors, agents or employees. An encroachment permit is not a property right and does not transfer with the property to a new owner. COMPLIANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990: All work within State Highway right-of-way shall be conducted in compliance with all applicable Federal, State and Local Access laws, regulations and guidelines including but not limited to the Americans with Disabilities Act Accessibility Guidelines (ADAAG), the Public Rights-of-Way Guidelines (PROWG), the Department’s current Design Information Bulletin 82, “Pedestrian Accessibility Guidelines for Highway Projects”, the Department’s Encroachment Permits Manual and encroachment permit. DISCHARGES OF STORM WATER AND NON-STORM WATER: All work within State Highway right-of-way shall be conducted in compliance with all applicable requirements of the National Pollutant Discharge Elimination System (NPDES) permit issued to the Department, to govern the discharge of storm water and non-storm water from its properties. Work shall also be in compliance with all other applicable Federal, State and Local laws and regulations, and with the Department’s Encroachment Permits Manual and encroachment permit. Compliance with the Depart- ment's NPDES permit requires amongst other things, the preparation and submission of a Storm Water Pollution Protection Plan or a Water Pollution Control Program (WPCP), and the approval of same by the appropriate reviewing authority prior to the start of any work. Information on the requirements may also be reviewed on the Department's Construction Website at: http://www.dot.ca.gov/hq/construc/stormwater PHONE NUMBER BILLING ADDRESS WHERE INVOICE(S) IS/ARE TO BE MAILED (Include City and Zip Code) FAX NUMBER E-MAIL ADDRESS IS A LETTER OF AUTHORIZATION ATTACHED? YES NO ADDRESS OF APPLICANT OR ORGANIZATION WHERE PERMIT IS TO BE MAILED (Include City and Zip Code) PHONE NUMBER FAX NUMBER E-MAIL ADDRESS 27. NAME OF BILLING CONTACT (Same as #25 Same as #26 ) PHONE NUMBER FAX NUMBER E-MAIL ADDRESS ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report D-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix D: Cost Estimate ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Bid Item Summary 8/26/2015 3:36 PM Project Number: 147182-400-405 Estimate Issue Number: 1 Estimate Issue Date: 8/26/2015 Estimator: Snowden CERES TRUNK REHABILITATION PROJECT CITY OF MODESTO CERES TRUNK REHABILITATION PROJECT 30% DESIGN LEVEL; CLASS III ESTIMATE Estimator Snowden BC Project Manager Chris Peters BC Office Walnut Creek Estimate Issue No. 1 QA/QC Reviewer Matthews QA/QC Review Date 7-13-15 Notes PROCESS AREA / LOCATION Per Bid Item Summary Sheet Page 1 ---PAGE BREAK--- Bid Item Summary 8/26/2015 3:36 PM Project Number: 147182-400-405 Estimate Issue Number: 1 Estimate Issue Date: 8/26/2015 Estimator: Snowden CERES TRUNK REHABILITATION PROJECT Bid Item: Description Takeoff Quantity Total Cost/Unit Total Amount TOTAL AMOUNT 01 Mobilization / Demobilization 1.00 lsum 175,000.00 /lsum 175,000 02 Construction Area Signs & Traffic Control 1.00 lsum 42,754.49 /lsum 42,754 03 Bypass Pumping 1.00 lsum 331,957.16 /lsum 331,957 04 Install new 48-inch diameter manholes 7.00 ea 14,765.11 /ea 103,356 05 Install new 60-inch diameter manholes 10.00 ea 27,017.60 /ea 270,176 06 24-inch CIPP from New MH01 to New MH02 732.00 lnft 223.38 /lnft 163,511 07 Install new 36-inch tunnel crossing Hwy 99 311.00 lnft 1,077.03 /lnft 334,958 08 Install new Junction/Diversion Structure 2.00 ea 82,951.99 /ea 165,904 09 New 24-inch open cut pipeline 3,532.00 lnft 416.33 /lnft 1,470,463 10 Abandon existing 18-inch VCP SS 978.00 lnft 14.10 /lnft 13,794 11 Abandon existing 24-inch VCP SS 1,972.00 lnft 88.22 /lnft 173,967 12 Abandon existing Ceres Trunk Manholes along alignment 7.00 ea 7,820.43 /ea 54,743 13 Install new 12-inch replacement service laterals 2,100.00 lnft 214.22 /lnft 449,854 14 Install new Manholes for new 12-inch service laterals 3.00 ea 13,290.13 /ea 39,870 15 Pavement restoration (assume 26 ft wide restoration) 7,000.00 sqyd 161.70 /sqyd 1,131,917 16 Raise Manhole Casting 1.00 ea 792.19 /ea 792 17 Coat Manhole 340.00 sqft 20.59 /sqft 7,001 18 Plug 18-inch and 24-inch Sewer 1.00 lsum 5,148.42 /lsum 5,148 19 Connect 24-inch Sewer to Existing Manhole 1.00 ea 2,190.17 /ea 2,190 TOTAL AMOUNT 4,937,355 Page 2 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden CITY OF MODESTO CERES TRUNK REHABILITATION PROJECT 30% DESIGN LEVEL; CLASS III ESTIMATE Estimator Snowden BC Project Manager Chris Peters BC Office Walnut Creek Estimate Issue No. 1 QA/QC Reviewer Matthews QA/QC Review Date 7-13-15 Notes PROCESS AREA / LOCATION Per Bid Item Summary Sheet Page 1 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 01 TOTAL AMOUNT 01 TOTAL AMOUNT 01 Mobilization / Demobilization 01 Mobilization / Demobilization 01014 Allocations 01014 Allocations 01-00-10.00 Mobilization & Demobilization BC-0029 1.0 LS 175,000.00 175,000.00 /LS 175,000 Allocations 175,000 01 Mobilization / Demobilization 1.0 lsum 175,000.00 175,000.00 /lsum 175,000 Page 2 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 02 Construction Area Signs & Traffic Control 02 Construction Area Signs & Traffic Control 01999 Traffic Control 01999 Traffic Control 01-51-03.00 Traffic Control - Signs & Barricades only; no flaggers BC-0006 3,418.0 lnft 0.00 - 12.00 - 0.00 12.00 /lnft 41,016 Traffic Control 1.0 LS 41,016.00 41,016.00 /LS 41,016 02 Construction Area Signs & Traffic Control 1.0 lsum 41,016.00 41,016.00 /lsum 41,016 Page 3 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 03 Bypass Pumping 03 Bypass Pumping 33500 Trench for Utilities - 24-inch 33500 Trench for Utilities - 24-inch 11-00-10.00 Bypass pumping, 24-inch reach mh 90402 to mh 90807; 28 days BC-0106 1.0 ls - 123,370.50 - 123,370.50 /ls 123,371 11-00-10.00 Bypass pumping, 24-inch reach build upstream junction structure; 32 days BC-0106 1.0 ls - 139,156.50 - 139,156.50 /ls 139,157 11-00-10.00 Bypass pumping, 24-inch reach build junction structure; 4 days BC-0106 1.0 ls - 55,932.00 - 55,932.00 /ls 55,932 Trench for Utilities - 24-inch 6,929.0 cy 45.96 45.96 /cy 318,459 03 Bypass Pumping 1.0 lsum 318,459.00 318,459.00 /lsum 318,459 Page 4 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 04 Install new 48-inch diameter manholes 04 Install new 48-inch diameter manholes 33635 Manholes & Catch Basins 48-inch 33635 Manholes & Catch Basins 48-inch 33-49-13.10 Storm drainage manholes, frames and covers, concrete, precast, 4' I.D., 8' deep, excludes footing, excavation, backfill, frame and cover 1130 7.0 ea 1,329.90 999.75 - 105.34 - 2,434.99 /ea 17,045 33-49-13.10 Storm drainage manholes,frames and covers,concrete,precast,4'id, excludes footing,excavation,backfill,frame and cover,add for depths over 8' 1140 51.7 vlf 166.24 118.11 - 13.17 - 297.52 /vlf 15,370 33-44-13.13 Utility area drain, catch basins or manholes frames and covers, cast iron, heavy traffic, 24" diameter, 400 lb., excluding footing & excavation 2100 7.0 ea 257.38 226.92 - 47.63 - 531.93 /ea 3,723 33-44-13.10 Utility Area Drains, catch basins or manholes frames and covers, inverts, single channel concrete, excludes footing, excavation, and backfill BC-0101 7.0 ea 267.12 73.66 - 49.43 - 390.21 /ea 2,731 03-05-13.81 Membrane lining, Studliner BC-0001 1,353.8 sqft - - 15.00 - - 15.00 /sqft 20,307 01-54-33.40 Rent trench box, 8000 lb., 8' x 8' 7050 105.0 day - - - 58.33 - 58.33 /day 6,125 Manholes & Catch Basins 48-inch 7.0 ea 3,081.22 2,171.98 2,901.00 1,174.53 9,328.73 /ea 65,301 04 Install new 48-inch diameter manholes 7.0 ea 3,081.22 2,171.98 2,901.00 1,174.53 9,328.73 /ea 65,301 Page 5 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 05 Install new 60-inch diameter manholes 05 Install new 60-inch diameter manholes 33635 Manholes & Catch Basins 60-inch 33635 Manholes & Catch Basins 60-inch 33-49-13.10 Storm drainage manholes, frames and covers, concrete, precast, 5' I.D., 8' deep, excludes footing, excavation, backfill, frame and cover 1170 10.0 ea 1,338.37 2,232.00 - 247.66 - 3,818.03 /ea 38,180 33-49-13.10 Storm drainage manholes,frames and covers,concrete,precast,5'id, excludes footing,excavation,backfill,frame and cover,add for depths over 8' 1180 119.1 vlf 167.30 260.40 - 30.96 - 458.65 /vlf 54,626 33-44-13.13 Utility area drain, catch basins or manholes frames and covers, cast iron, heavy traffic, 24" diameter, 400 lb., excluding footing & excavation 2100 10.0 ea 257.38 226.92 - 47.63 - 531.93 /ea 5,319 33-44-13.10 Utility Area Drains, catch basins or manholes frames and covers, inverts, single channel concrete, excludes footing, excavation, and backfill BC-0101 10.0 ea 267.12 73.66 - 49.43 - 390.21 /ea 3,902 03-05-13.81 Membrane lining, Studliner BC-0001 3,910.0 sqft - - 15.00 - - 15.00 /sqft 58,650 01-54-33.40 Rent trench box, 8000 lb., 8' x 8' 7050 150.0 day - - - 58.33 - 58.33 /day 8,750 Manholes & Catch Basins 60-inch 10.0 ea 3,855.37 5,633.94 5,865.00 1,588.37 16,942.68 /ea 169,427 05 Install new 60-inch diameter manholes 10.0 ea 3,855.37 5,633.94 5,865.00 1,588.37 16,942.68 /ea 169,427 Page 6 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 06 24-inch CIPP from New MH01 to New MH02 06 24-inch CIPP from New MH01 to New MH02 33999 24-inch CIPP 33999 24-inch CIPP 33-01-10.21 Cured in place pipe, non-press, flex felt resin, 400', 24'' diam. BC-0036 723.0 lnft - 207.00 - 207.00 /lnft 149,661 33-01-30.16 Pipe, internal cleaning and inspection, television camera with video 9060 1,446.0 lnft - - 1.00 - 1.00 /lnft 1,446 33-01-30.16 Pipe, internal cleaning and inspection, cleaning, power rodder with header & cutters, 14"-24" diameter 6190 723.0 lf - - 7.96 - 7.96 /lf 5,755 24-inch CIPP 723.0 lnft 216.96 216.96 /lnft 156,862 06 24-inch CIPP from New MH01 to New MH02 732.0 lnft 214.29 214.29 /lnft 156,862 Page 7 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 07 Install new 36-inch tunnel crossing Hwy 99 07 Install new 36-inch tunnel crossing Hwy 99 31999 Excavating & Backfill (Bore Pits) 31999 Excavating & Backfill (Bore Pits) 31-23-16.42 Excavating, bulk bank measure, structural in sheeting or cofferdam, with all other equipment, minimum 4400 238.0 bcy 7.64 - - 7.64 - 15.28 /bcy 3,636 31-23-23.23 Compaction, 4 passes, 12" lifts, riding, sheepsfoot or wobbly wheel roller 5720 8.0 ecy 0.36 - - 0.47 - 0.84 /ecy 7 31-23-23.17 Fill, gravel fill, compacted, under floor slabs, 12" deep 0800 19.0 sf 0.57 1.45 - 0.03 - 2.04 /sf 39 31-23-23.14 Backfill, structural, common earth, 200 H.P. dozer, 150' haul, from existing stockpile, excludes compaction 4220 244.0 lcy 0.85 - - 1.29 - 2.14 /lcy 522 31-23-23.23 Compaction, 4 passes, 21" wide, 12" lifts, walk behind, vibrating plate 7240 244.0 ecy 1.95 - - 0.17 - 2.12 /ecy 518 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 54.0 cuyd 0.96 - - 1.24 - 2.20 /cuyd 119 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 54.0 lcy 3.36 - - 5.47 - 8.83 /lcy 477 01-54-33.40 Rent trench box, 8000 lb., 8' x 16' 7050 90.0 day - - - 116.65 - 116.65 /day 10,499 Excavating & Backfill (Bore Pits) 238.0 cy 11.56 0.12 54.78 66.45 /cy 15,816 33999 Tunnel @ Hwy 99 33999 Tunnel @ Hwy 99 33-31-13.30 Drainage & sewage, vit clay, extra strength, C425, 24" dia x 7' L 5140 311.0 lf 54.77 79.36 - 3.12 - 137.25 /lf 42,684 33-05-23.23 Jack and Bore, 36'' OD, incl mobilzn/demob & w.s.pipe BC-0026 311.0 lnft - - 576.00 - - 576.00 /lnft 179,136 31-43-13.13 Concrete pressure grouting, annular space 0020 1,222.0 cuft 0.00 26.94 - 26.94 /cuft 32,921 Tunnel @ Hwy 99 311.0 lnft 54.77 79.36 681.85 3.12 819.10 /lnft 254,741 07 Install new 36-inch tunnel crossing Hwy 99 311.0 lnft 63.61 79.45 681.85 45.04 869.96 /lnft 270,556 Page 8 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 08 Install new Junction/Diversion Structure 08 Install new Junction/Diversion Structure 03330 Slabs (On Grade & Mat) 03330 Slabs (On Grade & Mat) 31-22-16.10 Fine grading, fine grade for slab on grade, machine 1100 15.6 sy 1.16 - - 0.72 - 1.89 /sy 29 03-05-13.25 Aggregate, stone, 3/4" to 1-1/2", prices per C.Y., includes material only 1050 2.6 cy - 35.60 - - - 35.60 /cy 92 03-15-13.50 Waterstop, PVC, ribbed type, split, 3/8" thick x 6" wide 1300 68.0 lf 6.26 4.41 - - - 10.67 /lf 726 03-15-13.50 Waterstop, fittings, rubber, flat, dumbbell or center bulb, field union, 3/8" thick x 9" wide 5250 6.0 ea 16.28 47.83 - - - 64.12 /ea 385 03-21-10.60 Reinforcing steel, in place, slab on grade, #3 to A615, grade 60, incl labor for accessories, excl material for accessories 0600 0.6 ton 1,466.40 1,062.00 - - - 2,528.40 /ton 1,474 03-21-10.60 Reinforcing in place, unloading & sorting, add to above - slabs 2005 0.6 ton 56.43 - - 7.51 - 63.95 /ton 37 03-21-10.60 Reinforcing in place, crane cost for handling, add to above, slabs 2215 0.6 ton 61.34 - - 8.17 - 69.50 /ton 41 03-31-05.35 Concrete, ready mix, regular weight, slabs/mats, 4000 psi 0305 8.2 cy - 107.86 - - - 107.86 /cy 881 03-31-05.70 Structural concrete, placing, foundation mat, direct chute, over 20 C.Y., includes vibrating, excludes material 2900 8.2 cy 11.01 - - 0.18 - 11.19 /cy 91 03-35-29.30 Concrete finishing, floors, monolithic, screed, float and hand trowel finish 0200 140.0 sf 1.61 - - - - 1.61 /sf 226 03-39-13.50 Curing, sprayed membrane curing compound 0300 1.4 csf 13.05 11.14 - - - 24.19 /csf 34 Slabs (On Grade & Mat) 7.8 cy 231.29 282.19 2.81 516.29 /cy 4,016 03345 Concrete Walls 03345 Concrete Walls 03-11-13.85 C.I.P. concrete forms, wall, job built, plywood, over 8' to 16' high, 2 use, includes erecting, bracing, stripping and cleaning 2450 336.0 sfca 13.99 1.35 - - - 15.34 /sfca 5,154 03-15-05.95 Form oil, up to 800 S.F. per gallon, coverage, includes material only 3050 0.9 gal - 20.65 - - - 20.65 /gal 19 03-21-10.60 Reinforcing steel, in place, walls, #3 to A615, grade 60, incl labor for accessories, excl material for accessories 0700 0.8 ton 1,124.24 1,062.00 - - - 2,186.23 /ton 1,786 03-21-10.60 Reinforcing in place, unloading & sorting, add - walls, cols, beams 2010 0.8 ton 56.44 - - 7.52 - 63.95 /ton 52 03-21-10.60 Reinforcing, crane cost for handling, add to above, walls, cols, beams 2225 0.8 ton 61.35 - - 8.16 - 69.51 /ton 57 03-31-05.35 Concrete, ready mix, regular weight, walls/cols/beams, 5000 psi 0407 11.4 cy - 113.90 - - - 113.90 /cy 1,302 03-31-05.70 Structural concrete, placing, walls, direct chute, 15" thick, includes vibrating, excludes material 5300 11.4 cy 36.70 - - 0.61 - 37.31 /cy 427 Concrete Walls 10.9 cy 563.41 242.60 1.81 807.82 /cy 8,796 31999 Excavating & Backfill (Jct Structures) 31999 Excavating & Backfill (Jct Structures) 31-23-16.42 Excavating, bulk bank measure, structural in sheeting or cofferdam, with all other equipment, minimum 4400 408.0 bcy 7.64 - - 7.64 - 15.28 /bcy 6,233 31-23-23.23 Compaction, 4 passes, 12" lifts, riding, sheepsfoot or wobbly wheel roller 5720 10.0 ecy 0.36 - - 0.47 - 0.84 /ecy 8 31-23-23.17 Fill, gravel fill, compacted, under floor slabs, 12" deep 0800 100.0 sf 0.57 1.45 - 0.03 - 2.04 /sf 204 Page 9 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 31999 Excavating & Backfill (Jct Structures) 31999 Excavating & Backfill (Jct Structures) 31-23-23.14 Backfill, structural, common earth, 200 H.P. dozer, 150' haul, from existing stockpile, excludes compaction 4220 336.0 lcy 0.85 - - 1.29 - 2.14 /lcy 718 31-23-23.23 Compaction, 4 passes, 21" wide, 12" lifts, walk behind, vibrating plate 7240 302.0 ecy 1.95 - - 0.17 - 2.12 /ecy 642 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 174.0 cuyd 0.96 - - 1.24 - 2.20 /cuyd 383 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 206.0 lcy 3.36 - - 5.47 - 8.83 /lcy 1,820 01-54-33.40 Slide Rail Shoring 7050 24.0 day - - - 116.65 - 116.65 /day 2,800 Excavating & Backfill (Jct Structures) 408.0 cy 12.04 0.35 18.99 31.39 /cy 12,807 33999 Junction Structures 33999 Junction Structures 33-71-19.10 Christi N48T Electrical box (30-1/4" x 48-1/4") includes 2 pc. reinforced concrete lid & reinforced concrete slab (36" x 53"), excludes ecavation & ba BC-0111 2.0 ea 766.74 471.61 - 58.36 - 1,296.71 /ea 2,593 33-12-19.41 Utility structures, utility vaults precast concrete, meter pit, 5' x 12.5' deep, excludes excavation and backfill BC-0091 2.0 ea 2,500.41 7,765.50 - 616.05 - 10,881.96 /ea 21,764 08-31-13.35 Doors, specialty, access, floor, industrial, aluminum, 300 psf L.L., double leaf, 5' x 235 lb 1550 2.0 opng 442.94 2,912.00 - - - 3,354.94 /opng 6,710 08-31-13.35 Doors, specialty, access, floor, industrial, aluminum, 300 psf L.L., double leaf, 3.5' x 3.5', 160 lb 1500 2.0 opng 380.21 2,184.00 - - - 2,564.21 /opng 5,128 11-00-01.00 Stop plates, stainless steel, w/ lifting device BC-0676 24.0 sqft 21.15 388.79 - - - 409.94 /sqft 9,838 02-41-13.42 Selective demolition, manholes & catch basins, manhole or catch basin, precast or brick, over 8' deep, excludes excavation 0100 34.0 vlf 216.72 - - 46.44 - 263.15 /vlf 8,947 03-05-13.81 Membrane lining, Studliner BC-0001 550.0 sqft - - 15.00 - - 15.00 /sqft 8,250 Junction Structures 1.0 LS 16,056.45 35,997.18 8,250.00 2,927.64 63,231.27 /LS 63,231 08 Install new Junction/Diversion Structure 2.0 ea 14,452.07 20,489.11 4,125.00 5,359.20 44,425.37 /ea 88,851 Page 10 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 09 New 24-inch open cut pipeline 09 New 24-inch open cut pipeline 33500 Trench for Utilities - 24-inch 33500 Trench for Utilities - 24-inch 31-23-16.13 Excavating, trench or continuous footing, common earth, 1-1/2 C.Y. excavator, 10' to 14' deep, excludes sheeting or dewatering 1000 6,929.0 bcy 5.62 - - 11.29 - 16.91 /bcy 117,167 01-54-33.40 Rent trench box, 8000 lb., 8' x 16' 7050 45.0 day - - - 116.65 - 116.65 /day 5,249 31-23-23.23 Compaction, 4 passes, 21" wide, 12" lifts, walk behind, vibrating plate 7240 199.0 ecy 1.95 - - 0.17 - 2.12 /ecy 423 31-23-23.16 Fill by borrow and utility bedding, for pipe and conduit, sand, dead or bank, excludes compaction 0200 1,257.0 lcy 11.57 17.55 - 2.48 - 31.59 /lcy 39,712 31-23-23.16 Fill by borrow and utility bedding, for pipe and conduit, compacting bedding in trench 0500 1,081.0 ecy 6.08 - - 0.41 - 6.49 /ecy 7,015 33-05-26.10 Utility line signs, markers, and flags, underground tape, detectable, reinforced, aluminum foil core, excludes excavation and backfill 0400 26.9 clf 3.64 6.64 - - - 10.29 /clf 277 31-23-16.13 Excavating, trench backfill, 2-1/4 C.Y. bucket, minimal haul, front end loader, wheel mounted, excludes dewatering 3080 6,150.0 lcy 1.56 - - 0.88 - 2.45 /lcy 15,035 31-23-23.23 Compaction, around structures and trenches, 4 passes, 18" wide, 6" lifts, walk behind, vibrating plate 7040 5,535.0 ecy 3.91 - - 0.26 - 4.17 /ecy 23,090 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 2,511.0 cuyd 0.96 - - 1.24 - 2.20 /cuyd 5,530 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 2,511.0 lcy 3.36 - - 5.47 - 8.83 /lcy 22,181 33-31-13.30 Drainage & sewage, vit clay, extra strength, C425, 24" dia x 7' L 5140 2,688.0 lf 37.85 79.36 - 2.16 - 119.37 /lf 320,858 33-46-26.10 Geotextile subsurface drainage filtration, fabric, laid in trench, polypropylene, ideal conditions 0100 5,674.0 sy 0.53 1.40 - - - 1.92 /sy 10,909 Trench for Utilities - 24-inch 6,929.0 cy 29.92 35.14 16.84 81.89 /cy 567,446 33500 Trench for Utilities - 24-inch 33500 Trench for Utilities - 24-inch 31-23-16.13 Excavating, trench or continuous footing, common earth, 1-1/2 C.Y. excavator, 10' to 14' deep, excludes sheeting or dewatering 1000 2,613.0 bcy 5.62 - - 11.29 - 16.91 /bcy 44,185 01-54-33.40 Rent trench box, 8000 lb., 8' x 16' 7050 13.0 day - - - 116.65 - 116.65 /day 1,516 31-23-23.23 Compaction, 4 passes, 21" wide, 12" lifts, walk behind, vibrating plate 7240 63.0 ecy 1.95 - - 0.17 - 2.12 /ecy 134 31-23-23.16 Fill by borrow and utility bedding, for pipe and conduit, sand, dead or bank, excludes compaction 0200 395.0 lcy 11.57 17.55 - 2.48 - 31.59 /lcy 12,479 31-23-23.16 Fill by borrow and utility bedding, for pipe and conduit, compacting bedding in trench 0500 339.0 ecy 6.08 - - 0.41 - 6.49 /ecy 2,200 33-05-26.10 Utility line signs, markers, and flags, underground tape, detectable, reinforced, aluminum foil core, excludes excavation and backfill 0400 8.4 clf 3.64 6.64 - - - 10.29 /clf 87 31-23-16.13 Excavating, trench backfill, 2-1/4 C.Y. bucket, minimal haul, front end loader, wheel mounted, excludes dewatering 3080 2,417.0 lcy 1.56 - - 0.88 - 2.45 /lcy 5,909 31-23-23.23 Compaction, around structures and trenches, 4 passes, 18" wide, 6" lifts, walk behind, vibrating plate 7040 2,176.0 ecy 3.91 - - 0.26 - 4.17 /ecy 9,077 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 849.0 cuyd 0.96 - - 1.24 - 2.20 /cuyd 1,870 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 849.0 lcy 3.36 - - 5.47 - 8.83 /lcy 7,500 Page 11 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 33500 Trench for Utilities - 24-inch 33500 Trench for Utilities - 24-inch 33-31-13.30 Drainage & sewage, vit clay, extra strength, C425, 24" dia x 7' L 5140 844.0 lf 37.85 79.36 - 2.16 - 119.37 /lf 100,746 33-46-26.10 Geotextile subsurface drainage filtration, fabric, laid in trench, polypropylene, ideal conditions 0100 1,782.0 sy 0.53 1.40 - - - 1.92 /sy 3,426 Trench for Utilities - 24-inch 2,613.0 cy 26.90 29.26 16.22 72.38 /cy 189,129 09 New 24-inch open cut pipeline 3,532.0 lnft 78.60 90.58 45.03 214.21 /lnft 756,574 Page 12 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 10 Abandon existing 18-inch VCP SS 10 Abandon existing 18-inch VCP SS 31999 Pipe Fill 31999 Pipe Fill 31-43-13.13 Concrete pressure grouting, cement and sand, (24-inch pipe fill) 0200 491.2 cf 26.94 - 26.94 /cf 13,233 Pipe Fill 1.0 LS 13,232.66 13,232.66 /LS 13,233 10 Abandon existing 18-inch VCP SS 978.0 lnft 13.53 13.53 /lnft 13,233 Page 13 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 11 Abandon existing 24-inch VCP SS 11 Abandon existing 24-inch VCP SS 31999 Pipe Fill 31999 Pipe Fill 31-43-13.13 Concrete pressure grouting, cement and sand, (24-inch pipe fill) 0200 6,195.0 cf 0.00 26.94 - 26.94 /cf 166,893 Pipe Fill 1.0 LS 166,893.30 166,893.30 /LS 166,893 11 Abandon existing 24-inch VCP SS 1,972.0 lnft 84.63 84.63 /lnft 166,893 Page 14 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 12 Abandon existing Ceres Trunk Manholes along alignment 12 Abandon existing Ceres Trunk Manholes along alignment 02999 Abandon MH 02999 Abandon MH 02-41-13.42 Selective demolition, manholes & catch basins, manhole or catch basin, precast or brick, over 8' deep, excludes excavation 0100 31.1 vlf 216.72 - - 46.44 - 263.15 /vlf 8,187 31-23-16.13 Excavating, trench backfill, 2-1/4 C.Y. bucket, 100' haul, front end loader, wheel mounted, excludes dewatering 3090 116.7 lcy 3.12 - - 1.77 - 4.89 /lcy 571 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 25.7 cuyd 0.96 - - 1.24 - 2.20 /cuyd 57 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 25.7 lcy 3.36 - - 5.47 - 8.83 /lcy 227 31-23-23.23 Compaction, around structures and trenches, 4 passes, 18" wide, 6" lifts, walk behind, vibrating plate 7040 116.7 ecy 3.91 - - 0.26 - 4.17 /ecy 487 Abandon MH 7.0 Ea 1,096.17 264.85 1,361.02 /Ea 9,527 02999 Remove MH 02999 Remove MH 02-41-13.42 Selective demolition, manholes & catch basins, manhole or catch basin, precast or brick, over 8' deep, excludes excavation 0100 62.4 vlf 216.72 - - 46.44 - 263.15 /vlf 16,421 31-23-16.13 Excavating, trench backfill, 2-1/4 C.Y. bucket, 100' haul, front end loader, wheel mounted, excludes dewatering 3090 234.0 lcy 3.12 - - 1.77 - 4.89 /lcy 1,144 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 51.5 cuyd 0.96 - - 1.24 - 2.20 /cuyd 113 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 51.5 lcy 3.36 - - 5.47 - 8.83 /lcy 455 31-23-23.23 Compaction, around structures and trenches, 4 passes, 18" wide, 6" lifts, walk behind, vibrating plate 7040 234.0 ecy 3.91 - - 0.26 - 4.17 /ecy 976 Remove MH 3.0 Ea 5,130.25 1,239.56 6,369.81 /Ea 19,109 12 Abandon existing Ceres Trunk Manholes along alignment 7.0 ea 3,294.85 796.09 4,090.93 /ea 28,637 Page 15 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 13 Install new 12-inch replacement service laterals 13 Install new 12-inch replacement service laterals 33500 Trench for Utilities - 12-inch 33500 Trench for Utilities - 12-inch 31-23-16.13 Excavating, trench or continuous footing, common earth, 1-1/2 C.Y. excavator, 10' to 14' deep, excludes sheeting or dewatering 1000 3,430.0 bcy 5.36 - - 4.61 - 9.97 /bcy 34,208 01-54-33.40 Rent trench box, 8000 lb., 8' x 16' 7050 24.0 day - - - 116.65 - 116.65 /day 2,800 31-23-23.23 Compaction, 4 passes, 21" wide, 12" lifts, walk behind, vibrating plate 7240 117.0 ecy 1.95 - - 0.17 - 2.12 /ecy 249 31-23-23.16 Fill by borrow and utility bedding, for pipe and conduit, sand, dead or bank, excludes compaction 0200 607.0 lcy 11.57 17.55 - 2.48 - 31.59 /lcy 19,177 31-23-23.16 Fill by borrow and utility bedding, for pipe and conduit, compacting bedding in trench 0500 522.0 ecy 6.08 - - 0.41 - 6.49 /ecy 3,388 33-05-26.10 Utility line signs, markers, and flags, underground tape, detectable, reinforced, aluminum foil core, excludes excavation and backfill 0400 21.0 clf 3.64 6.64 - - - 10.29 /clf 216 31-23-16.13 Excavating, trench backfill, 2-1/4 C.Y. bucket, minimal haul, front end loader, wheel mounted, excludes dewatering 3080 6,163.0 lcy 1.56 - - 0.88 - 2.45 /lcy 15,067 31-23-23.23 Compaction, around structures and trenches, 4 passes, 18" wide, 6" lifts, walk behind, vibrating plate 7040 2,847.0 ecy 3.91 - - 0.26 - 4.17 /ecy 11,877 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 1,125.0 cuyd 0.96 - - 1.24 - 2.20 /cuyd 2,478 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 1,125.0 lcy 3.36 - - 5.47 - 8.83 /lcy 9,938 33-31-13.30 Drainage & sewage, vit clay, extra strength, C425, 12" dia x 6' L 5080 2,100.0 lf 24.65 34.00 - 1.41 - 60.05 /lf 126,104 33-46-26.10 Geotextile subsurface drainage filtration, fabric, laid in trench, polypropylene, ideal conditions 0100 3,266.0 sy 0.53 1.40 - - - 1.92 /sy 6,280 Trench for Utilities - 12-inch 3,430.0 cy 31.48 25.29 10.80 67.57 /cy 231,778 13 Install new 12-inch replacement service laterals 2,100.0 lnft 51.42 41.31 17.64 110.37 /lnft 231,778 Page 16 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 14 Install new Manholes for new 12-inch service laterals 14 Install new Manholes for new 12-inch service laterals 33635 Manholes & Catch Basins 48-inch - Service Laterals 33635 Manholes & Catch Basins 48-inch - Service Laterals 33-49-13.10 Storm drainage manholes, frames and covers, concrete, precast, 4' I.D., 8' deep, excludes footing, excavation, backfill, frame and cover 1130 3.0 ea 1,329.90 999.75 - 105.34 - 2,434.99 /ea 7,305 33-49-13.10 Storm drainage manholes,frames and covers,concrete,precast,4'id, excludes footing,excavation,backfill,frame and cover,add for depths over 8' 1140 20.1 vlf 166.24 118.11 - 13.17 - 297.51 /vlf 5,980 33-44-13.13 Utility area drain, catch basins or manholes frames and covers, cast iron, heavy traffic, 24" diameter, 400 lb., excluding footing & excavation 2100 3.0 ea 257.38 226.92 - 47.63 - 531.93 /ea 1,596 33-44-13.10 Utility Area Drains, catch basins or manholes frames and covers, inverts, single channel concrete, excludes footing, excavation, and backfill BC-0101 3.0 ea 267.12 73.66 - 49.43 - 390.21 /ea 1,171 03-05-13.81 Membrane lining, Studliner BC-0001 554.0 sqft - - 15.00 - - 15.00 /sqft 8,310 Manholes & Catch Basins 48-inch - Service Laterals 3.0 ea 2,968.19 2,091.66 2,770.00 290.62 8,120.47 /ea 24,361 14 Install new Manholes for new 12-inch service laterals 3.0 ea 2,968.19 2,091.66 2,770.00 290.62 8,120.47 /ea 24,361 Page 17 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 15 Pavement restoration (assume 26 ft wide restoration) 15 Pavement restoration (assume 26 ft wide restoration) 32999 Asphalt Demo & Replacement - pipeline 32999 Asphalt Demo & Replacement - pipeline 31-23-16.42 Excavating, bulk bank measure, 3 C.Y. capacity = 130 C.Y./hour, front end loader, track mounted, excluding truck loading 1300 175.0 bcy 0.90 - - 1.17 - 2.07 /bcy 361 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 218.7 cuyd 0.96 - - 1.24 - 2.20 /cuyd 482 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 218.7 lcy 3.36 - - 5.47 - 8.83 /lcy 1,932 32-11-23.23 Base course drainage layers, for roadways and large paved areas, stabilization fabric, polypropylene, 6 oz./S.Y. 6000 7,000.0 sy 0.18 1.36 - 0.04 - 1.57 /sy 11,007 32-11-23.23 Base course drainage layers, aggregate base course for roadways and large paved areas, stone base, compacted, 3/4" stone base, to 6" deep 0100 7,000.0 sy 0.64 4.89 - 0.86 - 6.38 /sy 44,684 31-22-16.10 Fine grading, fine grade for small irregular areas, to 15,000 S.Y. 1050 7,000.0 sy 1.84 - - 1.20 - 3.04 /sy 21,273 32-12-16.13 Plant-mix asphalt paving, for highways and large paved areas, pavement replacement over trench, 4" thick, no hauling included 1050 7,000.0 sy 49.88 16.50 - 2.29 - 68.67 /sy 480,672 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 741.0 lcy 3.36 - - 5.47 - 8.83 /lcy 6,546 Asphalt Demo & Replacement - pipeline 7,000.0 sqyd 53.04 22.75 5.21 80.99 /sqyd 566,957 32999 Asphalt Demo & Replacement - 10 abandoned mh 32999 Asphalt Demo & Replacement - 10 abandoned mh 02-41-19.25 Selective demolition, saw cutting, asphalt, up to 3" deep 0015 480.0 lf 1.12 0.12 - 0.47 - 1.72 /lf 823 31-23-16.42 Excavating, bulk bank measure, 3 C.Y. capacity = 130 C.Y./hour, front end loader, track mounted, excluding truck loading 1300 56.0 bcy 0.90 - - 1.17 - 2.07 /bcy 116 31-23-23.19 Loading Trucks, F.E. Loader, 3 C.Y. BC-0006 70.4 cuyd 0.96 - - 1.24 - 2.20 /cuyd 155 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 70.4 lcy 3.36 - - 5.47 - 8.83 /lcy 622 32-11-23.23 Base course drainage layers, for roadways and large paved areas, stabilization fabric, polypropylene, 6 oz./S.Y. 6000 200.0 sy 0.18 1.36 - 0.04 - 1.57 /sy 315 32-11-23.23 Base course drainage layers, aggregate base course for roadways and large paved areas, stone base, compacted, 3/4" stone base, to 6" deep 0100 200.0 sy 0.64 4.89 - 0.86 - 6.38 /sy 1,277 31-22-16.10 Fine grading, fine grade for small irregular areas, to 15,000 S.Y. 1050 200.0 sy 1.84 - - 1.20 - 3.04 /sy 608 32-12-16.13 Plant-mix asphalt paving, for highways and large paved areas, pavement replacement over trench, 4" thick, no hauling included 1050 200.0 sy 49.88 16.50 - 2.29 - 68.67 /sy 13,733 31-23-23.20 Cycl hln(,load,trvl,unld dump&rtr) time per cycl,excv borrw,loose cubic yards,25 min ld/w/,18 cy 8 wheel truck,cycle 20 miles,45 mph,excld ldng 9498 20.8 lcy 3.36 - - 5.47 - 8.83 /lcy 184 Asphalt Demo & Replacement - 10 abandoned mh 8.0 LS 1,433.31 576.08 219.62 2,229.01 /LS 17,832 15 Pavement restoration (assume 26 ft wide restoration) 7,000.0 sqyd 54.68 23.41 5.46 83.54 /sqyd 584,789 Page 18 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 16 Raise Manhole Casting 16 Raise Manhole Casting 33999 Supplemental Utility Work 33999 Supplemental Utility Work 33-44-13.10 Utility Area Drains, catch basins or manholes frames and covers, raised for paving, 4 piece expansion ring, 1-1/4 - 2" high, 20" to 26" diameter, excl BC-0071 1.0 ea 223.68 143.22 - 41.39 - 408.29 /ea 408 Supplemental Utility Work 1.0 LS 223.68 143.22 41.39 408.29 /LS 408 16 Raise Manhole Casting 1.0 ea 223.68 143.22 41.39 408.29 /ea 408 Page 19 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 17 Coat Manhole 17 Coat Manhole 33999 Supplemental Utility Work 33999 Supplemental Utility Work 04-01-30.20 Cleaning masonry, high pressure wash, heavy soil, biological and mineral staining, paint, water only, excludes scaffolding 0440 1.0 sf 2.56 - - 0.29 - 2.85 /sf 3 07-11-16.20 Cement parging, calcium aluminate, 1/2" thick, 2 coats 0100 340.0 sf 6.26 4.31 - - - 10.57 /sf 3,593 Supplemental Utility Work 1.0 LS 2,130.28 1,465.74 0.29 3,596.31 /LS 3,596 17 Coat Manhole 340.0 sqft 6.27 4.31 0.00 10.58 /sqft 3,596 Page 20 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 18 Plug 18-inch and 24-inch Sewer 18 Plug 18-inch and 24-inch Sewer 33999 Supplemental Utility Work 33999 Supplemental Utility Work 22-20-00.31 Piping, plug, 18'' dia BC-0341 1.0 ea 690.97 318.06 - - - 1,009.03 /ea 1,009 22-20-00.31 Piping, plug, 24'' dia, BC-0056 1.0 ea 736.87 795.79 - 102.74 - 1,635.40 /ea 1,635 Supplemental Utility Work 1.0 LS 1,427.84 1,113.85 102.74 2,644.43 /LS 2,644 18 Plug 18-inch and 24-inch Sewer 1.0 lsum 1,427.84 1,113.85 102.74 2,644.43 /lsum 2,644 Page 21 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Phase Estimate Breakdown Item Quantity Labor Cost/Unit Material Cost/Unit Sub Cost/Unit Equip Cost/Unit Other Cost/Unit Total Cost/Unit Total Net Amount 19 Connect 24-inch Sewer to Existing Manhole 19 Connect 24-inch Sewer to Existing Manhole 33999 Supplemental Utility Work 33999 Supplemental Utility Work 22-05-00.10 piping, connect to existing manhole BC-0141 1.0 ea 684.13 441.67 - - - 1,125.80 /ea 1,126 Supplemental Utility Work 1.0 LS 684.13 441.67 1,125.80 /LS 1,126 19 Connect 24-inch Sewer to Existing Manhole 1.0 ea 684.13 441.67 1,125.80 /ea 1,126 01 TOTAL AMOUNT 3,099,512 Page 22 ---PAGE BREAK--- Estimate Detail Report 8/26/2015 3:37 PM Project Number: 147182-400-405 Estimate Issue: 1 Due Date: 8/26/2015 CERES TRUNK REHABILITATION PROJECT Estimator: Snowden Estimate Totals Description Rate Hours Amount Totals Labor 11,839 hrs 913,582 Material 717,184 Subcontract 1,004,037 Equipment 7,946 hrs 289,710 Other 175,000 3,099,513 3,099,513 Labor Mark-up 10.000 % 91,358 Material Mark-up 8.000 % 57,375 Subcontractor Mark-up 5.000 % 50,202 Construction Equipment Mark-up 8.000 % 23,177 222,112 3,321,625 Material Shipping & Handling 2.000 % 14,344 Material Sales Tax 7.625 % 54,685 Net Markups 69,029 3,390,654 3,390,654 Contractor General Conditions 10.000 % 339,065 Mob incl in GC (175,000) 164,065 3,554,719 Undesign/Undevelop Contingency 30.000 % 1,066,415 1,066,415 4,621,134 Bldg Risk, Liability Auto Ins 2.000 % 92,423 92,423 4,713,557 Contractor Bonds & Insurance 1.500 % 70,703 70,703 4,784,260 4,784,260 Escalation to Midpoint (ALL) 3.200 % 153,096 Gross Markups 153,096 4,937,356 Total 4,937,356 Page 23 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report E-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix E: Alternative Analysis Supporting Figures ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- 038-022-009 037-036-003 038-022-011 038-021-031 038-022-013 038-021-028 038-021-024 038-019-037 102-012-001 038-021-030 038-021-005 038-023-020 038-019-036 038-021-025 038-019-034 038-021-029 038-002-002 038-021-023 038-020-024 038-022-012 038-022-014 038-021-019 038-002-019 038-021-008 038-023-021 038-021-009 038-002-001 038-021-022 038-020-025 038-020-023 038-021-006 038-002-008 038-032-033 038-032-002 038-021-001 038-021-007 038-002-009 038-032-039 038-021-021 038-021-033 038-031-047 038-030-045 038-020-021 038-021-032 038-030-003 038-031-068 038-031-001 038-033-008 038-031-002 038-021-003 038-031-045 038-031-046 038-022-007 102-012-001 038-032-003 038-021-027 038-032-040 038-030-048 038-022-002 038-031-003 038-021-012 038-022-001 038-020-001 038-022-003 038-020-004 038-002-006 038-033-012 038-031-042 038-031-048 038-033-007 038-033-011 038-031-005 038-031-051 038-030-007 038-030-006 038-033-006 038-030-010 038-030-011 038-031-040 038-031-004 038-031-010 038-031-038 038-031-009 038-031-050 038-031-007038-031-008 038-031-037 038-031-035 038-031-053 038-031-039038-031-036 038-031-041 038-031-055 038-031-054 038-031-049 038-020-002 038-030-005 038-031-006 038-020-019 038-030-001 038-031-052 038-033-005 038-032-004 038-033-004 038-020-016 038-020-003 038-032-034 038-020-017 038-020-020 038-020-007 038-020-006 038-020-005 038-030-002 038-023-001 038-033-003 038-021-002 038-030-004 038-032-010 038-020-026 038-032-008 038-020-027 038-022-010 038-021-018 038-030-033 ZEFF RD CROWS LANDING RD S 7TH ST NEECE DR PUEBLO AVE EL PASO AVE HWY 99 (OFF RAMP) N HWY 99 (OFF RAMP) S HWY 99 (ON RAMP) HWY 99 (ON RAMP) N HWY 99 HWY 99 TUOLUMNE RIVER Legend Ex. Sewer_MHs Ex. Sewer_Lines Flood Hazard Zones Zone Type 1% Annual Chance Flood Hazard Regulatory Floodway Special Floodway Area of Undetermined Flood Hazard 0.2% Annual Chance Flood Hazard Future Conditions 1% Annual Chance Flood Hazard Area with Reduced Risk Due to Levee Service Layer Credits: P:\GIS\Modesto\mxd\Ceres_Flood.mxd Author: Kevin Kai DISCLAIMER: THE INFORMATION CONTAINED IN THIS DRAWING AND/OR FILE HAS BEEN PREPARED BY BROWN AND CALDWELL IN THE PREPARATION OF WORK PRODUCT PURSUANT TO AN AGREEMENT BETWEEN BROWN AND CALDWELL AND ITS CLIENT. THE RECIPIENT RECOGNIZES THAT THIS PRODUCT IS INTENDED PURELY FOR INFORMATIONAL PURPOSES AND IS BEING PROVIDED SOLELY AS A CONVENIENCE TO THE RECIPIENT. DUE TO THE ALTERABLE NATURE OF ELECTRONIC DOCUMENTS, THE RECIPIENT MAY NOT RELY ON THIS INFORMATION FOR ACCURACY OR CONTENT. BROWN AND CALDWELL MAKES NO REPRESENTATIONS REGARDING THE SUITABILITY FOR THE INTENDED USE OF THE RECIPIENT; (II) FITNESS FOR ANY PARTICULAR PURPOSE; OR (III) SUITABILITY FOR USE WITH ANY SOFTWARE OR HARDWARE. THE INFORMATION, DESIGN AND IDEAS CONTAINED IN THIS DRAWING AND/OR FILE ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE THAT IS NOT AUTHORIZED, IN WRITING, BY BROWN AND CALDWELL. 0 280 140 Feet Ü Date: 5/13/2015 City of Modesto CeresTrunk Rehabilitation Flood Zone Map Figure 1-0 E-3 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Site 8-1: Storm Event 1 I/I Response and Analysis Pipe Diameter: 24 inches Baseline Flow: 0.84 mgd Maximum Level: 42.2 inches Peak d/D Ratio: 1.76 Note: Surcharged 1.5 feet above pipe crown Peak Storm Flow: 3.00 mgd Peaking Factor: 3.58 Peak I/I Flow Rate: 2.04 mgd Peaking Factor: 2.44 Total Event I/I: 875,800 gallons Total I/I to ADWF: 0.33 gal per mgd (baseline) per inch-rain x 106 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 11-Dec 12-Dec Rain (in/hr) Flow (MGD) I/I Flow Baseline Flow Realtime Flow Rain Total Rain: 3.12 inches 0.0 0.5 1.0 1.5 2.0 2.5 11-Dec 12-Dec I/I Flow (mgd) I/I Flow (isolated) ---PAGE BREAK--- Site C: Storm Event 1 I/I Response and Analysis Pipe Diameter: 15 inches Baseline Flow: 0.03 mgd Maximum Level: 33.2 inches Peak d/D Ratio: 2.21 Note: Surcharged 1.5 feet above pipe crown Peak Storm Flow: 0.16 mgd Peaking Factor: 4.85 Peak I/I Flow Rate: 0.10 mgd Peaking Factor: 2.97 Total Event I/I: 20,500 gallons Total I/I to ADWF: 0.20 gal per mgd (baseline) per inch-rain x 106 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 11-Dec 12-Dec Rain (in/hr) Flow (MGD) I/I Flow Baseline Flow Realtime Flow Rain Total Rain: 3.12 inches 0.0 0.1 0.1 0.2 11-Dec 12-Dec I/I Flow (mgd) I/I Flow (isolated) ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report F-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix F: Record Drawings, Assessor Maps ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Copyright 2001 Stanislaus County-All rights reserved ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:29:46 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 2:09:08 PM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:30:10 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:30:25 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:30:32 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:30:55 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:31:13 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:31:30 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:31:45 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:32:02 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:32:30 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:33:02 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:33:29 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- SECTION C-C A A B B C C SECTION B-B SECTION A-A FRONT VIEW SIDE VIEW H:\20110-Shackelford 11/5/2013 10:33:51 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:33:56 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:48:59 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- H:\20110-Shackelford 11/5/2013 10:49:30 AM ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report G-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix G: Environmental Sampling Memo ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Sacramento • Modesto • Pleasanton • Rocklin • Ukiah Corporate Office: 4030 S. Land Park Drive, Suite C • Sacramento, CA 95822 • (916) 455-‐4225 Modesto: 1165 Scenic Drive, Suite B • Modesto, CA 95350 • (209) 312-‐7668 Pleasanton: 6200 Stoneridge Mall Road, Suite 330 • Pleasanton, CA 94588 • (925) 401-‐3515 Rocklin: 4220 Rocklin Road, Suite 1 • Rocklin, CA 95677 • (916) 455-‐4225 Ukiah: 100 North Pine Street • Ukiah, CA 95482• (707) 240-‐4400 File No. 15-‐225.1 July 10, 2015 Christopher Peters, PE Managing Engineer Brown & Caldwell 201 N. Civic Drive, Suite 115 Walnut Creek, CA 94596 Subject: DRAFT Environmental Sampling Memo Ceres Trunk Realignment and Rehabilitation Project Modesto, California Dear Mr. Peters, Crawford & Associates, Inc. (CAInc) prepared this Environmental Sampling Memo for the Ceres Trunk Realignment and Rehabilitation Project in Modesto, California. The purpose of this Memo is to perform a limited hazardous materials soil screening along a portion of the proposed Ceres Trunk sewer line replacement project within an existing auto recycler facility between Crows Landing Road and SR 99, located approximately 275 ft north of the intersection of Blankenburg Avenue and Crows Landing Road. Below we include our scope of services, sampling summary, laboratory test results, and limitations. We attach a vicinity and exploration location map, laboratory test results, and chain-‐of-‐custody documentation to this memo. Scope of Services CAInc completed the following to prepare this Memo: • Discussed planned improvements with Chris Peters from Brown and Caldwell; • Reviewed the requested sampling and testing requirements provided by Guy Graening at Brown and Caldwell on May 4, 2015; • Field sampling consisting of four Geoprobe® direct push borings to 24 ft below existing grade; • Field screening with a portable ionization device of soil samples for potential hydrocarbon contamination; • Submit ten soil samples from our exploratory borings for Total Petroleum Hydrocarbons (TPH), Volatile Organic Compounds (VOCs), Semi-‐Volatile-‐Organic-‐Compounds (SVOCs), Biphenyls (PCBs), Aromatic Hydrocarbons (PAHs), Moisture, pH and CAM 17 Total Metals laboratory testing; • Evaluate the laboratory results; ---PAGE BREAK--- Sacramento • Modesto • Pleasanton • Rocklin • Ukiah Corporate Office: 4030 S. Land Park Drive, Suite C • Sacramento, CA 95822 • (916) 455-‐4225 Modesto: 1165 Scenic Drive, Suite B • Modesto, CA 95350 • (209) 312-‐7668 Pleasanton: 6200 Stoneridge Mall Road, Suite 330 • Pleasanton, CA 94588 • (925) 401-‐3515 Rocklin: 4220 Rocklin Road, Suite 1 • Rocklin, CA 95677 • (916) 455-‐4225 Ukiah: 100 North Pine Street • Ukiah, CA 95482• (707) 240-‐4400 Sampling Summary CAInc selected four Geoprobe® direct push boring locations within the provided project limits. We collected soil samples within the upper 24 ft from each exploratory location in 2-‐inch by 4 ft acetate liners. CAInc Project Engineer Keiko Lewis monitored the soil sample for VOCs using a field MiniRAE 3000 prior to enclosing the acetate liners with plastic caps. The samples were then labeled and placed on ice for transportation to McCampbell Analytical laboratory. The samples were submitted within the necessary holding time and standard chain-‐of-‐custody forms were utilized. At each sample interval, the drilling sub-‐contractor cleaned the sampling equipment using a Liquinox solution. Rinse water was disposed at the sample locations. The borings were backfilled with soil and B1 and B4 were capped with concrete. Laboratory Test Results At Brown and Caldwell’s request, the samples were analyzed for Total Petroleum Hydrocarbons (TPH), Volatile Organic Compounds (VOCs), Semi-‐Volatile-‐Organic-‐Compounds (SVOCs), Biphenyls (PCBs), Aromatic Hydrocarbons (PAHs), Moisture, pH and CAM 17 Total Metals. The laboratory testing schedule was as follows: • 10 samples for TPH, test method 8015M, • 10 samples for PCB using test method 8082, • 10 samples for VOC, test method 8260B, • 10 samples for SVOC, test method 8270C, • 10 samples for PAH using test method 8270C, • 10 samples for CAM 17 using test method 6020, • 1 sample for solu1ble chromium using test methods CA-‐WET (CA Title 22) and 6010B, • 10 samples for Moisture and pH. CAInc compared our laboratory results with the California Human Health Screening Levels for industrial sites to estimate the human health risk due to dermal absorption, inhalation and ingestion. The U.S Environmental Protection Agency’s (EPA) Region 9 Regional Screening Level (RSL) tables for industrial sites were used when there was no provided for a certain contaminant. At Brown and Caldwell’s request we also compared the metal results to California TTLC and STLC, which provides information for excavated soil disposal1. This report includes limited testing and depending on the planned improvements along this portion of the project the City and Design Team should evaluate the results to determine if additional precautions and/or disposal requirements will be required for construction. We summarize the preliminary screening test results below. We attach test result summary tables and laboratory test reports. 1 California Code of Regulations, Title 22, Chapter 11, Article 3 ---PAGE BREAK--- Sacramento • Modesto • Pleasanton • Rocklin • Ukiah Corporate Office: 4030 S. Land Park Drive, Suite C • Sacramento, CA 95822 • (916) 455-‐4225 Modesto: 1165 Scenic Drive, Suite B • Modesto, CA 95350 • (209) 312-‐7668 Pleasanton: 6200 Stoneridge Mall Road, Suite 330 • Pleasanton, CA 94588 • (925) 401-‐3515 Rocklin: 4220 Rocklin Road, Suite 1 • Rocklin, CA 95677 • (916) 455-‐4225 Ukiah: 100 North Pine Street • Ukiah, CA 95482• (707) 240-‐4400 • CAM 17 metals except for arsenic reported below the screening level and TTLC at all sample locations; • Arsenic levels range from 1.4 to 3.3 mg/kg, which is above the however, the result is within the range of typical background concentrations in California. Arsenic background levels for California range from 0.59 to 11 mg/kg. • The total chromium reported for sample B1 at depth 3 to 5 ft was ten times the Soluble Threshold Limit Concentration (STLC). Therefore the sample was tested to determine the amount of soluble chromium. Soluble chromium was non-‐detect at this location. • PAH (Pyrene) reported below the screening level at all sample locations; • SVOC (Phenol) reported below the screening level at all sample locations; • TPH (gasoline) reported below the screening level at all sample locations; • TPH (diesel) reported below the screening level at all sample locations; • TPH (motor oil) reported below the screening level at all sample locations; • PCB reported non-‐detect at all sample locations; • VOC reported non-‐detect at all sample locations; • Mini RAE 3000 field tests reported a non-‐detect result for all samples; • Percent moistures range from 2.2 to 19.4; • pH values range from 6.2 to 8.4; Background levels for Arsenic are referenced in the EPA Regional Screening Level, Exhibit Bradford et. al, “Background Concentrations of Trace and Major Elements in California Soils”, Kearney Foundation Special Report, UC-‐Riverside and CAL-‐EPA DTSC, March 1996. Limitations We have prepared this Environmental Sampling Memo in accordance with the generally accepted standard of practice that exists in area at the time this Memo was written. This Memo is meant to provide preliminary information to the design team and the City to help determine if additional sampling and testing or construction constraints are warranted. We did not evaluate State or Federal databases to determine if the test performed are appropriate for the site based on the historical land uses. The results in this Memo are for this project and this site only and should not be used for other projects or if the improvements will impact deeper soils or different locations at the site. We did not test all the on-‐site soil and therefore we do not warrant; that the site is free of hazardous material contamination, or all contaminants have been identified. We appreciate the opportunity to be on your team for the Ceres Trunk Realignment and Rehabilitation Project. Please call us if you have questions. ---PAGE BREAK--- Sacramento • Modesto • Pleasanton • Rocklin • Ukiah Corporate Office: 4030 S. Land Park Drive, Suite C • Sacramento, CA 95822 • (916) 455-‐4225 Modesto: 1165 Scenic Drive, Suite B • Modesto, CA 95350 • (209) 312-‐7668 Pleasanton: 6200 Stoneridge Mall Road, Suite 330 • Pleasanton, CA 94588 • (925) 401-‐3515 Rocklin: 4220 Rocklin Road, Suite 1 • Rocklin, CA 95677 • (916) 455-‐4225 Ukiah: 100 North Pine Street • Ukiah, CA 95482• (707) 240-‐4400 Sincerely, CRAWFORD & ASSOCIATES, INC., Reviewed by, David P. Castro, PE Benjamin D. Crawford, GE, PE Associate Project Manager Principal Attachments: Figure 1: Site Vicinity and Exploration Location Map Table 1: Laboratory Testing Summary-‐Metals Table 2: Laboratory Testing Summary Laboratory Test Results ---PAGE BREAK--- Crows Landing Road Blankenburg Ave SR-99 P1 B4 B3 B2 B1 Project Location Project Mgr. Project Eng. Designer Checked By Drawn By By Date Project No. Scale Date Ceres Trunk Sewer Line Environmental Sampling Modesto, California 15-225.1 Figure 1 Site Vicinity and Exploration Location Map N/A 6/11/15 6/11/15 NRA 6/11/15 DPC Vicinity Map PROPOSED PIPELINE ALIGNMENT North 0 1000' 2000' North 0 30' 60' BORING LOCATIONS LEGEND B1 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Project Name Ceres Trunk Sewer Rehab Date: 6/26/15 Date Revised: 7/8/15 Project No. 15-‐225.1 By: DPC/JJW Revised By: KKL/JJW Antimony ND ND ND ND ND ND ND ND ND ND 380 470 500 Arsenic 1 3.3 2.1 2.5 2.0 3.3 1.2 2.7 2.1 1.4 1.5 0.24 3 500 Barium 140 190 64 110 120 25 70 64 24 52 63000 22000 10000 Beryllium ND ND ND ND ND ND ND ND ND ND 190 230 75 Cadmium ND ND ND ND ND ND ND ND ND ND 7.5 3 98 100 Chromium 2 54 8.8 27 8.5 26 4.7 6.3 23 4.9 5.1 100000 [PHONE REDACTED] Cobalt 9.7 8.1 8.1 5.6 6.5 2.1 3.8 6.0 2.2 3.1 3200 35 8000 Copper 20 12 14 8.7 14 3.7 6.9 11 3.4 5.2 38000 4700 2500 Lead 4.7 3.5 2.7 2.4 5.4 1.0 1.9 2.3 0.88 1.2 [PHONE REDACTED] Mercury ND ND ND ND ND ND ND ND ND ND 180 4 20 Molybdenum 0.54 ND ND ND ND ND ND ND ND ND 4800 580 3500 Nickel 43 7.4 45 6.3 29 6.4 5.0 28 7.7 3.4 16000 220 2000 Selenium ND ND ND ND ND ND ND ND ND ND 4800 580 100 Silver ND ND ND ND ND ND ND ND ND ND 4800 580 500 Thallium ND ND ND ND ND ND ND ND ND ND 63 1.2 700 Vanadium 59 51 45 40 40 17 33 36 15 30 6700 580 2400 Zinc 48 68 35 47 37 13 27 28 11 22 100000 35000 5000 California Human Health Screening Level EPA Region 9 Regional Screening Levels California Code of Regulations, Title 22, Chapter 11, Article 3, Table I & II 1 The screening numbers for arsenic are for contamination resulting from human activity. Concentrations of naturally occuring arsenic may be far above screening number. 2 Results from laboratory test incudes total amount of Chromium (Not separated into Chromium III and Chromium VI) 3 Cadmium (Diet) 4 At Brown and Caldwell's request, if a total metal result was ten times the STLC, the sample was further tested to determine the soluble metal amount Below Industrial Screening Level Above Industrial Screening Level Table 1: Laboratory Testing Summary Metals Composite Sample No. B1 B1 B2 B2 B3 B3 B3 B4 B4 CAM 17 Metals (mg/kg) 11 to 13 17 to 19 Industrial Screening Level (mg/kg) Depth (ft) 3 to 5 12 to 14 5 to 7 14 to 16 3 to 5 10 to 12 15 to 18 5 to 7 B4 Industrial Screening Level (mg/kg) TTLC (mg/kg) STLC/TCLP (mg/l) 5 Soluble Metals (mg/l) Chromium 4 ND ---PAGE BREAK--- Project Name Ceres Trunk Sewer Rehab Project No. 15-‐225.1 Date: 6/26/15 Date Revised: 7/8/15 By: DPC/JJW Revised By: KKL/JJW PAH (Pyrene) ND ND ND ND ND ND ND ND 0.014 ND N/A 2300 SVOC (Phenol) ND 0.36 ND ND ND ND 0.41 ND ND 0.57 N/A 25000 TPH ND ND ND ND ND ND ND ND ND ND TPH (diesel) 1.5 1.3 ND ND 1.5 ND ND ND ND ND TPH (motor oil) 11 16 ND ND 11 ND ND ND ND ND PCB ND ND ND ND ND ND ND ND ND ND 0.3 VOC ND ND ND ND ND ND ND ND ND ND N/A % Moisture 6.74 19.4 7.2 16.0 2.42 2.24 9.93 5.29 3.39 10.7 pH 6.83 7.87 6.19 7.73 7.45 8.36 8.01 8.07 8.26 7.50 California Human Health Screening Level EPA Region 9 Regional Screening Levels 1 Based on lowest screening level: TPH Aromatic Low 2 See EPA Region 9 for specific Industrial Screening Levels Below Industrial Screening Level Above Industrial Screening Level Industrial Screening Level (mg/kg) 42 1 VARIES 2 Industrial Screening Level (mg/kg) 5 to 7 11 to 13 17 to 19 Depth (ft) 3 to 5 12 to 14 5 to 7 14 to 16 3 to 5 10 to 12 15 to 18 N/A TPH/VOCs/SVOCs/PAHs/PCBs (mg/kg) Table 2: Laboratory Testing Summary Composite Sample No. B1 B1 B2 B2 B3 B3 B3 B4 B4 B4 ---PAGE BREAK--- WorkOrder: Report Created for: Crawford & Associates, Inc. 4030 S. Land Park Drive, Suite C Sacramento, CA 95822 Project Contact: Keiko Lewis Project Name: #15-225.1; Ceres Trunk Sewer Line Project P.O.: Project Received: 06/11/2015 Analytical Report reviewed & approved for release on 06/24/2015 by: Angela Rydelius, Laboratory Manager 1506698 The report shall not be reproduced except in full, without the written approval of the laboratory. The analytical results relate only to the items tested. Results reported conform to the most current NELAP standards, where applicable, unless otherwise stated in the case narrative. Analytical Report 1534 Willow Pass Rd. Pittsburg, CA 94565 ♦ TEL: (877) 252-9262 ♦ FAX: (925) 252-9269 ♦ www.mccampbell.com NELAP: 4033ORELAP ♦ ELAP: 1644 ♦ ISO/IEC: 17025:2005 ♦ WSDE: C972-11 ♦ ADEC: UST-098 ♦ UCMR3 McCampbell Analytical, Inc. "When Quality Counts" Page 1 of 131 ---PAGE BREAK--- Glossary of Terms & Qualifier Definitions Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line WorkOrder: 1506698 McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Glossary Abbreviation 95% Interval 95% Confident Interval DF Dilution Factor DI WET (DISTLC) Waste Extraction Test using DI water DISS Dissolved (direct analysis of 0.45 µm filtered and acidified water sample) DUP Duplicate EDL Estimated Detection Limit ITEF International Toxicity Equivalence Factor LCS Laboratory Control Sample MB Method Blank MB % Rec % Recovery of Surrogate in Method Blank, if applicable MDL Method Detection Limit ML Minimum Level of Quantitation MS Matrix Spike MSD Matrix Spike Duplicate N/A Not Applicable ND Not detected at or above the indicated MDL or RL NR Data Not Reported due to matrix interference or insufficient sample amount. PF Prep Factor RD Relative Difference RL Reporting Limit (The RL is the lowest calibration standard in a multipoint calibration.) RPD Relative Percent Deviation RRT Relative Retention Time SPK Val Spike Value SPKRef Val Spike Reference Value SPLP Precipitation Leachate Procedure TCLP Toxicity Characteristic Leachate Procedure TEQ Toxicity Equivalents WET (STLC) Waste Extraction Test (Soluble Threshold Limit Concentration) Analytical Qualifiers e2 diesel range compounds are significant; no recognizable pattern e7 oil range compounds are significant h4 sulfuric acid permanganate (EPA 3665) cleanup i1 results are reported on a dry weight basis Quality Control Qualifiers F1 MS/MSD recovery and/or RPD was out of acceptance criteria; LCS validated the prep batch. F2 LCS recovery for this compound is outside of acceptance limits. Page 2 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8082 Unit: mg/kg-dry Biphenyls (PCBs) Aroclors B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.054 1 06/19/2015 15:45 Aroclor1221 ND 0.054 1 06/19/2015 15:45 Aroclor1232 ND 0.054 1 06/19/2015 15:45 Aroclor1242 ND 0.054 1 06/19/2015 15:45 Aroclor1248 ND 0.054 1 06/19/2015 15:45 Aroclor1254 ND 0.054 1 06/19/2015 15:45 Aroclor1260 ND 0.054 1 06/19/2015 15:45 PCBs, total ND 0.054 1 06/19/2015 15:45 Surrogates REC Limits Analytical Comments: h4,i1 Analyst(s): SS Decachlorobiphenyl 72 70-130 06/19/2015 15:45 B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.062 1 06/18/2015 06:07 Aroclor1221 ND 0.062 1 06/18/2015 06:07 Aroclor1232 ND 0.062 1 06/18/2015 06:07 Aroclor1242 ND 0.062 1 06/18/2015 06:07 Aroclor1248 ND 0.062 1 06/18/2015 06:07 Aroclor1254 ND 0.062 1 06/18/2015 06:07 Aroclor1260 ND 0.062 1 06/18/2015 06:07 PCBs, total ND 0.062 1 06/18/2015 06:07 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 71 70-130 06/18/2015 06:07 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 3 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8082 Unit: mg/kg-dry Biphenyls (PCBs) Aroclors B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.054 1 06/18/2015 07:21 Aroclor1221 ND 0.054 1 06/18/2015 07:21 Aroclor1232 ND 0.054 1 06/18/2015 07:21 Aroclor1242 ND 0.054 1 06/18/2015 07:21 Aroclor1248 ND 0.054 1 06/18/2015 07:21 Aroclor1254 ND 0.054 1 06/18/2015 07:21 Aroclor1260 ND 0.054 1 06/18/2015 07:21 PCBs, total ND 0.054 1 06/18/2015 07:21 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 74 70-130 06/18/2015 07:21 B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.060 1 06/18/2015 04:15 Aroclor1221 ND 0.060 1 06/18/2015 04:15 Aroclor1232 ND 0.060 1 06/18/2015 04:15 Aroclor1242 ND 0.060 1 06/18/2015 04:15 Aroclor1248 ND 0.060 1 06/18/2015 04:15 Aroclor1254 ND 0.060 1 06/18/2015 04:15 Aroclor1260 ND 0.060 1 06/18/2015 04:15 PCBs, total ND 0.060 1 06/18/2015 04:15 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 74 70-130 06/18/2015 04:15 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 4 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8082 Unit: mg/kg-dry Biphenyls (PCBs) Aroclors B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.051 1 06/18/2015 01:45 Aroclor1221 ND 0.051 1 06/18/2015 01:45 Aroclor1232 ND 0.051 1 06/18/2015 01:45 Aroclor1242 ND 0.051 1 06/18/2015 01:45 Aroclor1248 ND 0.051 1 06/18/2015 01:45 Aroclor1254 ND 0.051 1 06/18/2015 01:45 Aroclor1260 ND 0.051 1 06/18/2015 01:45 PCBs, total ND 0.051 1 06/18/2015 01:45 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 73 70-130 06/18/2015 01:45 B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.051 1 06/18/2015 05:29 Aroclor1221 ND 0.051 1 06/18/2015 05:29 Aroclor1232 ND 0.051 1 06/18/2015 05:29 Aroclor1242 ND 0.051 1 06/18/2015 05:29 Aroclor1248 ND 0.051 1 06/18/2015 05:29 Aroclor1254 ND 0.051 1 06/18/2015 05:29 Aroclor1260 ND 0.051 1 06/18/2015 05:29 PCBs, total ND 0.051 1 06/18/2015 05:29 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 75 70-130 06/18/2015 05:29 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 5 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8082 Unit: mg/kg-dry Biphenyls (PCBs) Aroclors B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.056 1 06/18/2015 01:08 Aroclor1221 ND 0.056 1 06/18/2015 01:08 Aroclor1232 ND 0.056 1 06/18/2015 01:08 Aroclor1242 ND 0.056 1 06/18/2015 01:08 Aroclor1248 ND 0.056 1 06/18/2015 01:08 Aroclor1254 ND 0.056 1 06/18/2015 01:08 Aroclor1260 ND 0.056 1 06/18/2015 01:08 PCBs, total ND 0.056 1 06/18/2015 01:08 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 73 70-130 06/18/2015 01:08 B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.053 1 06/18/2015 06:44 Aroclor1221 ND 0.053 1 06/18/2015 06:44 Aroclor1232 ND 0.053 1 06/18/2015 06:44 Aroclor1242 ND 0.053 1 06/18/2015 06:44 Aroclor1248 ND 0.053 1 06/18/2015 06:44 Aroclor1254 ND 0.053 1 06/18/2015 06:44 Aroclor1260 ND 0.053 1 06/18/2015 06:44 PCBs, total ND 0.053 1 06/18/2015 06:44 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 74 70-130 06/18/2015 06:44 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 6 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8082 Unit: mg/kg-dry Biphenyls (PCBs) Aroclors B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.052 1 06/18/2015 04:52 Aroclor1221 ND 0.052 1 06/18/2015 04:52 Aroclor1232 ND 0.052 1 06/18/2015 04:52 Aroclor1242 ND 0.052 1 06/18/2015 04:52 Aroclor1248 ND 0.052 1 06/18/2015 04:52 Aroclor1254 ND 0.052 1 06/18/2015 04:52 Aroclor1260 ND 0.052 1 06/18/2015 04:52 PCBs, total ND 0.052 1 06/18/2015 04:52 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 74 70-130 06/18/2015 04:52 B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC5A 106408 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Aroclor1016 ND 0.056 1 06/18/2015 02:23 Aroclor1221 ND 0.056 1 06/18/2015 02:23 Aroclor1232 ND 0.056 1 06/18/2015 02:23 Aroclor1242 ND 0.056 1 06/18/2015 02:23 Aroclor1248 ND 0.056 1 06/18/2015 02:23 Aroclor1254 ND 0.056 1 06/18/2015 02:23 Aroclor1260 ND 0.056 1 06/18/2015 02:23 PCBs, total ND 0.056 1 06/18/2015 02:23 Surrogates REC Limits Analytical Comments: i1 Analyst(s): SS Decachlorobiphenyl 73 70-130 06/18/2015 02:23 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 7 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC16 106387 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.11 1 06/18/2015 17:29 tert-Amyl methyl ether (TAME) ND 0.0054 1 06/18/2015 17:29 Benzene ND 0.0054 1 06/18/2015 17:29 Bromobenzene ND 0.0054 1 06/18/2015 17:29 Bromochloromethane ND 0.0054 1 06/18/2015 17:29 Bromodichloromethane ND 0.0054 1 06/18/2015 17:29 Bromoform ND 0.0054 1 06/18/2015 17:29 Bromomethane ND 0.0054 1 06/18/2015 17:29 2-Butanone (MEK) ND 0.021 1 06/18/2015 17:29 t-Butyl alcohol (TBA) ND 0.054 1 06/18/2015 17:29 n-Butyl benzene ND 0.0054 1 06/18/2015 17:29 sec-Butyl benzene ND 0.0054 1 06/18/2015 17:29 tert-Butyl benzene ND 0.0054 1 06/18/2015 17:29 Carbon Disulfide ND 0.0054 1 06/18/2015 17:29 Carbon Tetrachloride ND 0.0054 1 06/18/2015 17:29 Chlorobenzene ND 0.0054 1 06/18/2015 17:29 Chloroethane ND 0.0054 1 06/18/2015 17:29 Chloroform ND 0.0054 1 06/18/2015 17:29 Chloromethane ND 0.0054 1 06/18/2015 17:29 2-Chlorotoluene ND 0.0054 1 06/18/2015 17:29 4-Chlorotoluene ND 0.0054 1 06/18/2015 17:29 Dibromochloromethane ND 0.0054 1 06/18/2015 17:29 1,2-Dibromo-3-chloropropane ND 0.0043 1 06/18/2015 17:29 1,2-Dibromoethane (EDB) ND 0.0043 1 06/18/2015 17:29 Dibromomethane ND 0.0054 1 06/18/2015 17:29 1,2-Dichlorobenzene ND 0.0054 1 06/18/2015 17:29 1,3-Dichlorobenzene ND 0.0054 1 06/18/2015 17:29 1,4-Dichlorobenzene ND 0.0054 1 06/18/2015 17:29 Dichlorodifluoromethane ND 0.0054 1 06/18/2015 17:29 1,1-Dichloroethane ND 0.0054 1 06/18/2015 17:29 1,2-Dichloroethane (1,2-DCA) ND 0.0043 1 06/18/2015 17:29 1,1-Dichloroethene ND 0.0054 1 06/18/2015 17:29 cis-1,2-Dichloroethene ND 0.0054 1 06/18/2015 17:29 trans-1,2-Dichloroethene ND 0.0054 1 06/18/2015 17:29 1,2-Dichloropropane ND 0.0054 1 06/18/2015 17:29 1,3-Dichloropropane ND 0.0054 1 06/18/2015 17:29 2,2-Dichloropropane ND 0.0054 1 06/18/2015 17:29 1,1-Dichloropropene ND 0.0054 1 06/18/2015 17:29 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 8 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC16 106387 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0054 1 06/18/2015 17:29 trans-1,3-Dichloropropene ND 0.0054 1 06/18/2015 17:29 Diisopropyl ether (DIPE) ND 0.0054 1 06/18/2015 17:29 ND 0.0054 1 06/18/2015 17:29 Ethyl tert-butyl ether (ETBE) ND 0.0054 1 06/18/2015 17:29 Freon 113 ND 0.0054 1 06/18/2015 17:29 Hexachlorobutadiene ND 0.0054 1 06/18/2015 17:29 Hexachloroethane ND 0.0054 1 06/18/2015 17:29 2-Hexanone ND 0.0054 1 06/18/2015 17:29 Isopropylbenzene ND 0.0054 1 06/18/2015 17:29 4-Isopropyl toluene ND 0.0054 1 06/18/2015 17:29 Methyl-t-butyl ether (MTBE) ND 0.0054 1 06/18/2015 17:29 Methylene chloride ND 0.0054 1 06/18/2015 17:29 4-Methyl-2-pentanone (MIBK) ND 0.0054 1 06/18/2015 17:29 Naphthalene ND 0.0054 1 06/18/2015 17:29 n-Propyl benzene ND 0.0054 1 06/18/2015 17:29 Styrene ND 0.0054 1 06/18/2015 17:29 1,1,1,2-Tetrachloroethane ND 0.0054 1 06/18/2015 17:29 1,1,2,2-Tetrachloroethane ND 0.0054 1 06/18/2015 17:29 Tetrachloroethene ND 0.0054 1 06/18/2015 17:29 Toluene ND 0.0054 1 06/18/2015 17:29 1,2,3-Trichlorobenzene ND 0.0054 1 06/18/2015 17:29 1,2,4-Trichlorobenzene ND 0.0054 1 06/18/2015 17:29 1,1,1-Trichloroethane ND 0.0054 1 06/18/2015 17:29 1,1,2-Trichloroethane ND 0.0054 1 06/18/2015 17:29 Trichloroethene ND 0.0054 1 06/18/2015 17:29 Trichlorofluoromethane ND 0.0054 1 06/18/2015 17:29 1,2,3-Trichloropropane ND 0.0054 1 06/18/2015 17:29 ND 0.0054 1 06/18/2015 17:29 ND 0.0054 1 06/18/2015 17:29 Vinyl Chloride ND 0.0054 1 06/18/2015 17:29 Xylenes, Total ND 0.0054 1 06/18/2015 17:29 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 9 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC16 106387 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 103 70-130 06/18/2015 17:29 Toluene-d8 94 70-130 06/18/2015 17:29 4-BFB 85 70-130 06/18/2015 17:29 Benzene-d6 79 60-140 06/18/2015 17:29 86 60-140 06/18/2015 17:29 1,2-DCB-d4 88 60-140 06/18/2015 17:29 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 10 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.12 1 06/18/2015 14:38 tert-Amyl methyl ether (TAME) ND 0.0062 1 06/18/2015 14:38 Benzene ND 0.0062 1 06/18/2015 14:38 Bromobenzene ND 0.0062 1 06/18/2015 14:38 Bromochloromethane ND 0.0062 1 06/18/2015 14:38 Bromodichloromethane ND 0.0062 1 06/18/2015 14:38 Bromoform ND 0.0062 1 06/18/2015 14:38 Bromomethane ND 0.0062 1 06/18/2015 14:38 2-Butanone (MEK) ND 0.025 1 06/18/2015 14:38 t-Butyl alcohol (TBA) ND 0.062 1 06/18/2015 14:38 n-Butyl benzene ND 0.0062 1 06/18/2015 14:38 sec-Butyl benzene ND 0.0062 1 06/18/2015 14:38 tert-Butyl benzene ND 0.0062 1 06/18/2015 14:38 Carbon Disulfide ND 0.0062 1 06/18/2015 14:38 Carbon Tetrachloride ND 0.0062 1 06/18/2015 14:38 Chlorobenzene ND 0.0062 1 06/18/2015 14:38 Chloroethane ND 0.0062 1 06/18/2015 14:38 Chloroform ND 0.0062 1 06/18/2015 14:38 Chloromethane ND 0.0062 1 06/18/2015 14:38 2-Chlorotoluene ND 0.0062 1 06/18/2015 14:38 4-Chlorotoluene ND 0.0062 1 06/18/2015 14:38 Dibromochloromethane ND 0.0062 1 06/18/2015 14:38 1,2-Dibromo-3-chloropropane ND 0.0050 1 06/18/2015 14:38 1,2-Dibromoethane (EDB) ND 0.0050 1 06/18/2015 14:38 Dibromomethane ND 0.0062 1 06/18/2015 14:38 1,2-Dichlorobenzene ND 0.0062 1 06/18/2015 14:38 1,3-Dichlorobenzene ND 0.0062 1 06/18/2015 14:38 1,4-Dichlorobenzene ND 0.0062 1 06/18/2015 14:38 Dichlorodifluoromethane ND 0.0062 1 06/18/2015 14:38 1,1-Dichloroethane ND 0.0062 1 06/18/2015 14:38 1,2-Dichloroethane (1,2-DCA) ND 0.0050 1 06/18/2015 14:38 1,1-Dichloroethene ND 0.0062 1 06/18/2015 14:38 cis-1,2-Dichloroethene ND 0.0062 1 06/18/2015 14:38 trans-1,2-Dichloroethene ND 0.0062 1 06/18/2015 14:38 1,2-Dichloropropane ND 0.0062 1 06/18/2015 14:38 1,3-Dichloropropane ND 0.0062 1 06/18/2015 14:38 2,2-Dichloropropane ND 0.0062 1 06/18/2015 14:38 1,1-Dichloropropene ND 0.0062 1 06/18/2015 14:38 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 11 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0062 1 06/18/2015 14:38 trans-1,3-Dichloropropene ND 0.0062 1 06/18/2015 14:38 Diisopropyl ether (DIPE) ND 0.0062 1 06/18/2015 14:38 ND 0.0062 1 06/18/2015 14:38 Ethyl tert-butyl ether (ETBE) ND 0.0062 1 06/18/2015 14:38 Freon 113 ND 0.0062 1 06/18/2015 14:38 Hexachlorobutadiene ND 0.0062 1 06/18/2015 14:38 Hexachloroethane ND 0.0062 1 06/18/2015 14:38 2-Hexanone ND 0.0062 1 06/18/2015 14:38 Isopropylbenzene ND 0.0062 1 06/18/2015 14:38 4-Isopropyl toluene ND 0.0062 1 06/18/2015 14:38 Methyl-t-butyl ether (MTBE) ND 0.0062 1 06/18/2015 14:38 Methylene chloride ND 0.0062 1 06/18/2015 14:38 4-Methyl-2-pentanone (MIBK) ND 0.0062 1 06/18/2015 14:38 Naphthalene ND 0.0062 1 06/18/2015 14:38 n-Propyl benzene ND 0.0062 1 06/18/2015 14:38 Styrene ND 0.0062 1 06/18/2015 14:38 1,1,1,2-Tetrachloroethane ND 0.0062 1 06/18/2015 14:38 1,1,2,2-Tetrachloroethane ND 0.0062 1 06/18/2015 14:38 Tetrachloroethene ND 0.0062 1 06/18/2015 14:38 Toluene ND 0.0062 1 06/18/2015 14:38 1,2,3-Trichlorobenzene ND 0.0062 1 06/18/2015 14:38 1,2,4-Trichlorobenzene ND 0.0062 1 06/18/2015 14:38 1,1,1-Trichloroethane ND 0.0062 1 06/18/2015 14:38 1,1,2-Trichloroethane ND 0.0062 1 06/18/2015 14:38 Trichloroethene ND 0.0062 1 06/18/2015 14:38 Trichlorofluoromethane ND 0.0062 1 06/18/2015 14:38 1,2,3-Trichloropropane ND 0.0062 1 06/18/2015 14:38 ND 0.0062 1 06/18/2015 14:38 ND 0.0062 1 06/18/2015 14:38 Vinyl Chloride ND 0.0062 1 06/18/2015 14:38 Xylenes, Total ND 0.0062 1 06/18/2015 14:38 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 12 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KBO Dibromofluoromethane 104 70-130 06/18/2015 14:38 Toluene-d8 96 70-130 06/18/2015 14:38 4-BFB 88 70-130 06/18/2015 14:38 Benzene-d6 75 60-140 06/18/2015 14:38 79 60-140 06/18/2015 14:38 1,2-DCB-d4 82 60-140 06/18/2015 14:38 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 13 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.11 1 06/18/2015 22:33 tert-Amyl methyl ether (TAME) ND 0.0054 1 06/18/2015 22:33 Benzene ND 0.0054 1 06/18/2015 22:33 Bromobenzene ND 0.0054 1 06/18/2015 22:33 Bromochloromethane ND 0.0054 1 06/18/2015 22:33 Bromodichloromethane ND 0.0054 1 06/18/2015 22:33 Bromoform ND 0.0054 1 06/18/2015 22:33 Bromomethane ND 0.0054 1 06/18/2015 22:33 2-Butanone (MEK) ND 0.022 1 06/18/2015 22:33 t-Butyl alcohol (TBA) ND 0.054 1 06/18/2015 22:33 n-Butyl benzene ND 0.0054 1 06/18/2015 22:33 sec-Butyl benzene ND 0.0054 1 06/18/2015 22:33 tert-Butyl benzene ND 0.0054 1 06/18/2015 22:33 Carbon Disulfide ND 0.0054 1 06/18/2015 22:33 Carbon Tetrachloride ND 0.0054 1 06/18/2015 22:33 Chlorobenzene ND 0.0054 1 06/18/2015 22:33 Chloroethane ND 0.0054 1 06/18/2015 22:33 Chloroform ND 0.0054 1 06/18/2015 22:33 Chloromethane ND 0.0054 1 06/18/2015 22:33 2-Chlorotoluene ND 0.0054 1 06/18/2015 22:33 4-Chlorotoluene ND 0.0054 1 06/18/2015 22:33 Dibromochloromethane ND 0.0054 1 06/18/2015 22:33 1,2-Dibromo-3-chloropropane ND 0.0043 1 06/18/2015 22:33 1,2-Dibromoethane (EDB) ND 0.0043 1 06/18/2015 22:33 Dibromomethane ND 0.0054 1 06/18/2015 22:33 1,2-Dichlorobenzene ND 0.0054 1 06/18/2015 22:33 1,3-Dichlorobenzene ND 0.0054 1 06/18/2015 22:33 1,4-Dichlorobenzene ND 0.0054 1 06/18/2015 22:33 Dichlorodifluoromethane ND 0.0054 1 06/18/2015 22:33 1,1-Dichloroethane ND 0.0054 1 06/18/2015 22:33 1,2-Dichloroethane (1,2-DCA) ND 0.0043 1 06/18/2015 22:33 1,1-Dichloroethene ND 0.0054 1 06/18/2015 22:33 cis-1,2-Dichloroethene ND 0.0054 1 06/18/2015 22:33 trans-1,2-Dichloroethene ND 0.0054 1 06/18/2015 22:33 1,2-Dichloropropane ND 0.0054 1 06/18/2015 22:33 1,3-Dichloropropane ND 0.0054 1 06/18/2015 22:33 2,2-Dichloropropane ND 0.0054 1 06/18/2015 22:33 1,1-Dichloropropene ND 0.0054 1 06/18/2015 22:33 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 14 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0054 1 06/18/2015 22:33 trans-1,3-Dichloropropene ND 0.0054 1 06/18/2015 22:33 Diisopropyl ether (DIPE) ND 0.0054 1 06/18/2015 22:33 ND 0.0054 1 06/18/2015 22:33 Ethyl tert-butyl ether (ETBE) ND 0.0054 1 06/18/2015 22:33 Freon 113 ND 0.0054 1 06/18/2015 22:33 Hexachlorobutadiene ND 0.0054 1 06/18/2015 22:33 Hexachloroethane ND 0.0054 1 06/18/2015 22:33 2-Hexanone ND 0.0054 1 06/18/2015 22:33 Isopropylbenzene ND 0.0054 1 06/18/2015 22:33 4-Isopropyl toluene ND 0.0054 1 06/18/2015 22:33 Methyl-t-butyl ether (MTBE) ND 0.0054 1 06/18/2015 22:33 Methylene chloride ND 0.0054 1 06/18/2015 22:33 4-Methyl-2-pentanone (MIBK) ND 0.0054 1 06/18/2015 22:33 Naphthalene ND 0.0054 1 06/18/2015 22:33 n-Propyl benzene ND 0.0054 1 06/18/2015 22:33 Styrene ND 0.0054 1 06/18/2015 22:33 1,1,1,2-Tetrachloroethane ND 0.0054 1 06/18/2015 22:33 1,1,2,2-Tetrachloroethane ND 0.0054 1 06/18/2015 22:33 Tetrachloroethene ND 0.0054 1 06/18/2015 22:33 Toluene ND 0.0054 1 06/18/2015 22:33 1,2,3-Trichlorobenzene ND 0.0054 1 06/18/2015 22:33 1,2,4-Trichlorobenzene ND 0.0054 1 06/18/2015 22:33 1,1,1-Trichloroethane ND 0.0054 1 06/18/2015 22:33 1,1,2-Trichloroethane ND 0.0054 1 06/18/2015 22:33 Trichloroethene ND 0.0054 1 06/18/2015 22:33 Trichlorofluoromethane ND 0.0054 1 06/18/2015 22:33 1,2,3-Trichloropropane ND 0.0054 1 06/18/2015 22:33 ND 0.0054 1 06/18/2015 22:33 ND 0.0054 1 06/18/2015 22:33 Vinyl Chloride ND 0.0054 1 06/18/2015 22:33 Xylenes, Total ND 0.0054 1 06/18/2015 22:33 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 15 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 104 70-130 06/18/2015 22:33 Toluene-d8 94 70-130 06/18/2015 22:33 4-BFB 89 70-130 06/18/2015 22:33 Benzene-d6 78 60-140 06/18/2015 22:33 85 60-140 06/18/2015 22:33 1,2-DCB-d4 86 60-140 06/18/2015 22:33 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 16 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.12 1 06/18/2015 23:16 tert-Amyl methyl ether (TAME) ND 0.0060 1 06/18/2015 23:16 Benzene ND 0.0060 1 06/18/2015 23:16 Bromobenzene ND 0.0060 1 06/18/2015 23:16 Bromochloromethane ND 0.0060 1 06/18/2015 23:16 Bromodichloromethane ND 0.0060 1 06/18/2015 23:16 Bromoform ND 0.0060 1 06/18/2015 23:16 Bromomethane ND 0.0060 1 06/18/2015 23:16 2-Butanone (MEK) ND 0.024 1 06/18/2015 23:16 t-Butyl alcohol (TBA) ND 0.060 1 06/18/2015 23:16 n-Butyl benzene ND 0.0060 1 06/18/2015 23:16 sec-Butyl benzene ND 0.0060 1 06/18/2015 23:16 tert-Butyl benzene ND 0.0060 1 06/18/2015 23:16 Carbon Disulfide ND 0.0060 1 06/18/2015 23:16 Carbon Tetrachloride ND 0.0060 1 06/18/2015 23:16 Chlorobenzene ND 0.0060 1 06/18/2015 23:16 Chloroethane ND 0.0060 1 06/18/2015 23:16 Chloroform ND 0.0060 1 06/18/2015 23:16 Chloromethane ND 0.0060 1 06/18/2015 23:16 2-Chlorotoluene ND 0.0060 1 06/18/2015 23:16 4-Chlorotoluene ND 0.0060 1 06/18/2015 23:16 Dibromochloromethane ND 0.0060 1 06/18/2015 23:16 1,2-Dibromo-3-chloropropane ND 0.0048 1 06/18/2015 23:16 1,2-Dibromoethane (EDB) ND 0.0048 1 06/18/2015 23:16 Dibromomethane ND 0.0060 1 06/18/2015 23:16 1,2-Dichlorobenzene ND 0.0060 1 06/18/2015 23:16 1,3-Dichlorobenzene ND 0.0060 1 06/18/2015 23:16 1,4-Dichlorobenzene ND 0.0060 1 06/18/2015 23:16 Dichlorodifluoromethane ND 0.0060 1 06/18/2015 23:16 1,1-Dichloroethane ND 0.0060 1 06/18/2015 23:16 1,2-Dichloroethane (1,2-DCA) ND 0.0048 1 06/18/2015 23:16 1,1-Dichloroethene ND 0.0060 1 06/18/2015 23:16 cis-1,2-Dichloroethene ND 0.0060 1 06/18/2015 23:16 trans-1,2-Dichloroethene ND 0.0060 1 06/18/2015 23:16 1,2-Dichloropropane ND 0.0060 1 06/18/2015 23:16 1,3-Dichloropropane ND 0.0060 1 06/18/2015 23:16 2,2-Dichloropropane ND 0.0060 1 06/18/2015 23:16 1,1-Dichloropropene ND 0.0060 1 06/18/2015 23:16 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 17 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0060 1 06/18/2015 23:16 trans-1,3-Dichloropropene ND 0.0060 1 06/18/2015 23:16 Diisopropyl ether (DIPE) ND 0.0060 1 06/18/2015 23:16 ND 0.0060 1 06/18/2015 23:16 Ethyl tert-butyl ether (ETBE) ND 0.0060 1 06/18/2015 23:16 Freon 113 ND 0.0060 1 06/18/2015 23:16 Hexachlorobutadiene ND 0.0060 1 06/18/2015 23:16 Hexachloroethane ND 0.0060 1 06/18/2015 23:16 2-Hexanone ND 0.0060 1 06/18/2015 23:16 Isopropylbenzene ND 0.0060 1 06/18/2015 23:16 4-Isopropyl toluene ND 0.0060 1 06/18/2015 23:16 Methyl-t-butyl ether (MTBE) ND 0.0060 1 06/18/2015 23:16 Methylene chloride ND 0.0060 1 06/18/2015 23:16 4-Methyl-2-pentanone (MIBK) ND 0.0060 1 06/18/2015 23:16 Naphthalene ND 0.0060 1 06/18/2015 23:16 n-Propyl benzene ND 0.0060 1 06/18/2015 23:16 Styrene ND 0.0060 1 06/18/2015 23:16 1,1,1,2-Tetrachloroethane ND 0.0060 1 06/18/2015 23:16 1,1,2,2-Tetrachloroethane ND 0.0060 1 06/18/2015 23:16 Tetrachloroethene ND 0.0060 1 06/18/2015 23:16 Toluene ND 0.0060 1 06/18/2015 23:16 1,2,3-Trichlorobenzene ND 0.0060 1 06/18/2015 23:16 1,2,4-Trichlorobenzene ND 0.0060 1 06/18/2015 23:16 1,1,1-Trichloroethane ND 0.0060 1 06/18/2015 23:16 1,1,2-Trichloroethane ND 0.0060 1 06/18/2015 23:16 Trichloroethene ND 0.0060 1 06/18/2015 23:16 Trichlorofluoromethane ND 0.0060 1 06/18/2015 23:16 1,2,3-Trichloropropane ND 0.0060 1 06/18/2015 23:16 ND 0.0060 1 06/18/2015 23:16 ND 0.0060 1 06/18/2015 23:16 Vinyl Chloride ND 0.0060 1 06/18/2015 23:16 Xylenes, Total ND 0.0060 1 06/18/2015 23:16 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 18 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 104 70-130 06/18/2015 23:16 Toluene-d8 94 70-130 06/18/2015 23:16 4-BFB 87 70-130 06/18/2015 23:16 Benzene-d6 74 60-140 06/18/2015 23:16 81 60-140 06/18/2015 23:16 1,2-DCB-d4 84 60-140 06/18/2015 23:16 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 19 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.10 1 06/18/2015 23:58 tert-Amyl methyl ether (TAME) ND 0.0051 1 06/18/2015 23:58 Benzene ND 0.0051 1 06/18/2015 23:58 Bromobenzene ND 0.0051 1 06/18/2015 23:58 Bromochloromethane ND 0.0051 1 06/18/2015 23:58 Bromodichloromethane ND 0.0051 1 06/18/2015 23:58 Bromoform ND 0.0051 1 06/18/2015 23:58 Bromomethane ND 0.0051 1 06/18/2015 23:58 2-Butanone (MEK) ND 0.020 1 06/18/2015 23:58 t-Butyl alcohol (TBA) ND 0.051 1 06/18/2015 23:58 n-Butyl benzene ND 0.0051 1 06/18/2015 23:58 sec-Butyl benzene ND 0.0051 1 06/18/2015 23:58 tert-Butyl benzene ND 0.0051 1 06/18/2015 23:58 Carbon Disulfide ND 0.0051 1 06/18/2015 23:58 Carbon Tetrachloride ND 0.0051 1 06/18/2015 23:58 Chlorobenzene ND 0.0051 1 06/18/2015 23:58 Chloroethane ND 0.0051 1 06/18/2015 23:58 Chloroform ND 0.0051 1 06/18/2015 23:58 Chloromethane ND 0.0051 1 06/18/2015 23:58 2-Chlorotoluene ND 0.0051 1 06/18/2015 23:58 4-Chlorotoluene ND 0.0051 1 06/18/2015 23:58 Dibromochloromethane ND 0.0051 1 06/18/2015 23:58 1,2-Dibromo-3-chloropropane ND 0.0041 1 06/18/2015 23:58 1,2-Dibromoethane (EDB) ND 0.0041 1 06/18/2015 23:58 Dibromomethane ND 0.0051 1 06/18/2015 23:58 1,2-Dichlorobenzene ND 0.0051 1 06/18/2015 23:58 1,3-Dichlorobenzene ND 0.0051 1 06/18/2015 23:58 1,4-Dichlorobenzene ND 0.0051 1 06/18/2015 23:58 Dichlorodifluoromethane ND 0.0051 1 06/18/2015 23:58 1,1-Dichloroethane ND 0.0051 1 06/18/2015 23:58 1,2-Dichloroethane (1,2-DCA) ND 0.0041 1 06/18/2015 23:58 1,1-Dichloroethene ND 0.0051 1 06/18/2015 23:58 cis-1,2-Dichloroethene ND 0.0051 1 06/18/2015 23:58 trans-1,2-Dichloroethene ND 0.0051 1 06/18/2015 23:58 1,2-Dichloropropane ND 0.0051 1 06/18/2015 23:58 1,3-Dichloropropane ND 0.0051 1 06/18/2015 23:58 2,2-Dichloropropane ND 0.0051 1 06/18/2015 23:58 1,1-Dichloropropene ND 0.0051 1 06/18/2015 23:58 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 20 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0051 1 06/18/2015 23:58 trans-1,3-Dichloropropene ND 0.0051 1 06/18/2015 23:58 Diisopropyl ether (DIPE) ND 0.0051 1 06/18/2015 23:58 ND 0.0051 1 06/18/2015 23:58 Ethyl tert-butyl ether (ETBE) ND 0.0051 1 06/18/2015 23:58 Freon 113 ND 0.0051 1 06/18/2015 23:58 Hexachlorobutadiene ND 0.0051 1 06/18/2015 23:58 Hexachloroethane ND 0.0051 1 06/18/2015 23:58 2-Hexanone ND 0.0051 1 06/18/2015 23:58 Isopropylbenzene ND 0.0051 1 06/18/2015 23:58 4-Isopropyl toluene ND 0.0051 1 06/18/2015 23:58 Methyl-t-butyl ether (MTBE) ND 0.0051 1 06/18/2015 23:58 Methylene chloride ND 0.0051 1 06/18/2015 23:58 4-Methyl-2-pentanone (MIBK) ND 0.0051 1 06/18/2015 23:58 Naphthalene ND 0.0051 1 06/18/2015 23:58 n-Propyl benzene ND 0.0051 1 06/18/2015 23:58 Styrene ND 0.0051 1 06/18/2015 23:58 1,1,1,2-Tetrachloroethane ND 0.0051 1 06/18/2015 23:58 1,1,2,2-Tetrachloroethane ND 0.0051 1 06/18/2015 23:58 Tetrachloroethene ND 0.0051 1 06/18/2015 23:58 Toluene ND 0.0051 1 06/18/2015 23:58 1,2,3-Trichlorobenzene ND 0.0051 1 06/18/2015 23:58 1,2,4-Trichlorobenzene ND 0.0051 1 06/18/2015 23:58 1,1,1-Trichloroethane ND 0.0051 1 06/18/2015 23:58 1,1,2-Trichloroethane ND 0.0051 1 06/18/2015 23:58 Trichloroethene ND 0.0051 1 06/18/2015 23:58 Trichlorofluoromethane ND 0.0051 1 06/18/2015 23:58 1,2,3-Trichloropropane ND 0.0051 1 06/18/2015 23:58 ND 0.0051 1 06/18/2015 23:58 ND 0.0051 1 06/18/2015 23:58 Vinyl Chloride ND 0.0051 1 06/18/2015 23:58 Xylenes, Total ND 0.0051 1 06/18/2015 23:58 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 21 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 100 70-130 06/18/2015 23:58 Toluene-d8 97 70-130 06/18/2015 23:58 4-BFB 91 70-130 06/18/2015 23:58 Benzene-d6 82 60-140 06/18/2015 23:58 93 60-140 06/18/2015 23:58 1,2-DCB-d4 92 60-140 06/18/2015 23:58 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 22 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.10 1 06/19/2015 00:41 tert-Amyl methyl ether (TAME) ND 0.0051 1 06/19/2015 00:41 Benzene ND 0.0051 1 06/19/2015 00:41 Bromobenzene ND 0.0051 1 06/19/2015 00:41 Bromochloromethane ND 0.0051 1 06/19/2015 00:41 Bromodichloromethane ND 0.0051 1 06/19/2015 00:41 Bromoform ND 0.0051 1 06/19/2015 00:41 Bromomethane ND 0.0051 1 06/19/2015 00:41 2-Butanone (MEK) ND 0.020 1 06/19/2015 00:41 t-Butyl alcohol (TBA) ND 0.051 1 06/19/2015 00:41 n-Butyl benzene ND 0.0051 1 06/19/2015 00:41 sec-Butyl benzene ND 0.0051 1 06/19/2015 00:41 tert-Butyl benzene ND 0.0051 1 06/19/2015 00:41 Carbon Disulfide ND 0.0051 1 06/19/2015 00:41 Carbon Tetrachloride ND 0.0051 1 06/19/2015 00:41 Chlorobenzene ND 0.0051 1 06/19/2015 00:41 Chloroethane ND 0.0051 1 06/19/2015 00:41 Chloroform ND 0.0051 1 06/19/2015 00:41 Chloromethane ND 0.0051 1 06/19/2015 00:41 2-Chlorotoluene ND 0.0051 1 06/19/2015 00:41 4-Chlorotoluene ND 0.0051 1 06/19/2015 00:41 Dibromochloromethane ND 0.0051 1 06/19/2015 00:41 1,2-Dibromo-3-chloropropane ND 0.0041 1 06/19/2015 00:41 1,2-Dibromoethane (EDB) ND 0.0041 1 06/19/2015 00:41 Dibromomethane ND 0.0051 1 06/19/2015 00:41 1,2-Dichlorobenzene ND 0.0051 1 06/19/2015 00:41 1,3-Dichlorobenzene ND 0.0051 1 06/19/2015 00:41 1,4-Dichlorobenzene ND 0.0051 1 06/19/2015 00:41 Dichlorodifluoromethane ND 0.0051 1 06/19/2015 00:41 1,1-Dichloroethane ND 0.0051 1 06/19/2015 00:41 1,2-Dichloroethane (1,2-DCA) ND 0.0041 1 06/19/2015 00:41 1,1-Dichloroethene ND 0.0051 1 06/19/2015 00:41 cis-1,2-Dichloroethene ND 0.0051 1 06/19/2015 00:41 trans-1,2-Dichloroethene ND 0.0051 1 06/19/2015 00:41 1,2-Dichloropropane ND 0.0051 1 06/19/2015 00:41 1,3-Dichloropropane ND 0.0051 1 06/19/2015 00:41 2,2-Dichloropropane ND 0.0051 1 06/19/2015 00:41 1,1-Dichloropropene ND 0.0051 1 06/19/2015 00:41 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 23 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0051 1 06/19/2015 00:41 trans-1,3-Dichloropropene ND 0.0051 1 06/19/2015 00:41 Diisopropyl ether (DIPE) ND 0.0051 1 06/19/2015 00:41 ND 0.0051 1 06/19/2015 00:41 Ethyl tert-butyl ether (ETBE) ND 0.0051 1 06/19/2015 00:41 Freon 113 ND 0.0051 1 06/19/2015 00:41 Hexachlorobutadiene ND 0.0051 1 06/19/2015 00:41 Hexachloroethane ND 0.0051 1 06/19/2015 00:41 2-Hexanone ND 0.0051 1 06/19/2015 00:41 Isopropylbenzene ND 0.0051 1 06/19/2015 00:41 4-Isopropyl toluene ND 0.0051 1 06/19/2015 00:41 Methyl-t-butyl ether (MTBE) ND 0.0051 1 06/19/2015 00:41 Methylene chloride ND 0.0051 1 06/19/2015 00:41 4-Methyl-2-pentanone (MIBK) ND 0.0051 1 06/19/2015 00:41 Naphthalene ND 0.0051 1 06/19/2015 00:41 n-Propyl benzene ND 0.0051 1 06/19/2015 00:41 Styrene ND 0.0051 1 06/19/2015 00:41 1,1,1,2-Tetrachloroethane ND 0.0051 1 06/19/2015 00:41 1,1,2,2-Tetrachloroethane ND 0.0051 1 06/19/2015 00:41 Tetrachloroethene ND 0.0051 1 06/19/2015 00:41 Toluene ND 0.0051 1 06/19/2015 00:41 1,2,3-Trichlorobenzene ND 0.0051 1 06/19/2015 00:41 1,2,4-Trichlorobenzene ND 0.0051 1 06/19/2015 00:41 1,1,1-Trichloroethane ND 0.0051 1 06/19/2015 00:41 1,1,2-Trichloroethane ND 0.0051 1 06/19/2015 00:41 Trichloroethene ND 0.0051 1 06/19/2015 00:41 Trichlorofluoromethane ND 0.0051 1 06/19/2015 00:41 1,2,3-Trichloropropane ND 0.0051 1 06/19/2015 00:41 ND 0.0051 1 06/19/2015 00:41 ND 0.0051 1 06/19/2015 00:41 Vinyl Chloride ND 0.0051 1 06/19/2015 00:41 Xylenes, Total ND 0.0051 1 06/19/2015 00:41 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 24 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 102 70-130 06/19/2015 00:41 Toluene-d8 95 70-130 06/19/2015 00:41 4-BFB 87 70-130 06/19/2015 00:41 Benzene-d6 85 60-140 06/19/2015 00:41 92 60-140 06/19/2015 00:41 1,2-DCB-d4 95 60-140 06/19/2015 00:41 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 25 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.11 1 06/19/2015 01:23 tert-Amyl methyl ether (TAME) ND 0.0056 1 06/19/2015 01:23 Benzene ND 0.0056 1 06/19/2015 01:23 Bromobenzene ND 0.0056 1 06/19/2015 01:23 Bromochloromethane ND 0.0056 1 06/19/2015 01:23 Bromodichloromethane ND 0.0056 1 06/19/2015 01:23 Bromoform ND 0.0056 1 06/19/2015 01:23 Bromomethane ND 0.0056 1 06/19/2015 01:23 2-Butanone (MEK) ND 0.022 1 06/19/2015 01:23 t-Butyl alcohol (TBA) ND 0.056 1 06/19/2015 01:23 n-Butyl benzene ND 0.0056 1 06/19/2015 01:23 sec-Butyl benzene ND 0.0056 1 06/19/2015 01:23 tert-Butyl benzene ND 0.0056 1 06/19/2015 01:23 Carbon Disulfide ND 0.0056 1 06/19/2015 01:23 Carbon Tetrachloride ND 0.0056 1 06/19/2015 01:23 Chlorobenzene ND 0.0056 1 06/19/2015 01:23 Chloroethane ND 0.0056 1 06/19/2015 01:23 Chloroform ND 0.0056 1 06/19/2015 01:23 Chloromethane ND 0.0056 1 06/19/2015 01:23 2-Chlorotoluene ND 0.0056 1 06/19/2015 01:23 4-Chlorotoluene ND 0.0056 1 06/19/2015 01:23 Dibromochloromethane ND 0.0056 1 06/19/2015 01:23 1,2-Dibromo-3-chloropropane ND 0.0044 1 06/19/2015 01:23 1,2-Dibromoethane (EDB) ND 0.0044 1 06/19/2015 01:23 Dibromomethane ND 0.0056 1 06/19/2015 01:23 1,2-Dichlorobenzene ND 0.0056 1 06/19/2015 01:23 1,3-Dichlorobenzene ND 0.0056 1 06/19/2015 01:23 1,4-Dichlorobenzene ND 0.0056 1 06/19/2015 01:23 Dichlorodifluoromethane ND 0.0056 1 06/19/2015 01:23 1,1-Dichloroethane ND 0.0056 1 06/19/2015 01:23 1,2-Dichloroethane (1,2-DCA) ND 0.0044 1 06/19/2015 01:23 1,1-Dichloroethene ND 0.0056 1 06/19/2015 01:23 cis-1,2-Dichloroethene ND 0.0056 1 06/19/2015 01:23 trans-1,2-Dichloroethene ND 0.0056 1 06/19/2015 01:23 1,2-Dichloropropane ND 0.0056 1 06/19/2015 01:23 1,3-Dichloropropane ND 0.0056 1 06/19/2015 01:23 2,2-Dichloropropane ND 0.0056 1 06/19/2015 01:23 1,1-Dichloropropene ND 0.0056 1 06/19/2015 01:23 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 26 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0056 1 06/19/2015 01:23 trans-1,3-Dichloropropene ND 0.0056 1 06/19/2015 01:23 Diisopropyl ether (DIPE) ND 0.0056 1 06/19/2015 01:23 ND 0.0056 1 06/19/2015 01:23 Ethyl tert-butyl ether (ETBE) ND 0.0056 1 06/19/2015 01:23 Freon 113 ND 0.0056 1 06/19/2015 01:23 Hexachlorobutadiene ND 0.0056 1 06/19/2015 01:23 Hexachloroethane ND 0.0056 1 06/19/2015 01:23 2-Hexanone ND 0.0056 1 06/19/2015 01:23 Isopropylbenzene ND 0.0056 1 06/19/2015 01:23 4-Isopropyl toluene ND 0.0056 1 06/19/2015 01:23 Methyl-t-butyl ether (MTBE) ND 0.0056 1 06/19/2015 01:23 Methylene chloride ND 0.0056 1 06/19/2015 01:23 4-Methyl-2-pentanone (MIBK) ND 0.0056 1 06/19/2015 01:23 Naphthalene ND 0.0056 1 06/19/2015 01:23 n-Propyl benzene ND 0.0056 1 06/19/2015 01:23 Styrene ND 0.0056 1 06/19/2015 01:23 1,1,1,2-Tetrachloroethane ND 0.0056 1 06/19/2015 01:23 1,1,2,2-Tetrachloroethane ND 0.0056 1 06/19/2015 01:23 Tetrachloroethene ND 0.0056 1 06/19/2015 01:23 Toluene ND 0.0056 1 06/19/2015 01:23 1,2,3-Trichlorobenzene ND 0.0056 1 06/19/2015 01:23 1,2,4-Trichlorobenzene ND 0.0056 1 06/19/2015 01:23 1,1,1-Trichloroethane ND 0.0056 1 06/19/2015 01:23 1,1,2-Trichloroethane ND 0.0056 1 06/19/2015 01:23 Trichloroethene ND 0.0056 1 06/19/2015 01:23 Trichlorofluoromethane ND 0.0056 1 06/19/2015 01:23 1,2,3-Trichloropropane ND 0.0056 1 06/19/2015 01:23 ND 0.0056 1 06/19/2015 01:23 ND 0.0056 1 06/19/2015 01:23 Vinyl Chloride ND 0.0056 1 06/19/2015 01:23 Xylenes, Total ND 0.0056 1 06/19/2015 01:23 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 27 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 104 70-130 06/19/2015 01:23 Toluene-d8 95 70-130 06/19/2015 01:23 4-BFB 89 70-130 06/19/2015 01:23 Benzene-d6 78 60-140 06/19/2015 01:23 86 60-140 06/19/2015 01:23 1,2-DCB-d4 88 60-140 06/19/2015 01:23 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 28 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.11 1 06/19/2015 02:06 tert-Amyl methyl ether (TAME) ND 0.0053 1 06/19/2015 02:06 Benzene ND 0.0053 1 06/19/2015 02:06 Bromobenzene ND 0.0053 1 06/19/2015 02:06 Bromochloromethane ND 0.0053 1 06/19/2015 02:06 Bromodichloromethane ND 0.0053 1 06/19/2015 02:06 Bromoform ND 0.0053 1 06/19/2015 02:06 Bromomethane ND 0.0053 1 06/19/2015 02:06 2-Butanone (MEK) ND 0.021 1 06/19/2015 02:06 t-Butyl alcohol (TBA) ND 0.053 1 06/19/2015 02:06 n-Butyl benzene ND 0.0053 1 06/19/2015 02:06 sec-Butyl benzene ND 0.0053 1 06/19/2015 02:06 tert-Butyl benzene ND 0.0053 1 06/19/2015 02:06 Carbon Disulfide ND 0.0053 1 06/19/2015 02:06 Carbon Tetrachloride ND 0.0053 1 06/19/2015 02:06 Chlorobenzene ND 0.0053 1 06/19/2015 02:06 Chloroethane ND 0.0053 1 06/19/2015 02:06 Chloroform ND 0.0053 1 06/19/2015 02:06 Chloromethane ND 0.0053 1 06/19/2015 02:06 2-Chlorotoluene ND 0.0053 1 06/19/2015 02:06 4-Chlorotoluene ND 0.0053 1 06/19/2015 02:06 Dibromochloromethane ND 0.0053 1 06/19/2015 02:06 1,2-Dibromo-3-chloropropane ND 0.0042 1 06/19/2015 02:06 1,2-Dibromoethane (EDB) ND 0.0042 1 06/19/2015 02:06 Dibromomethane ND 0.0053 1 06/19/2015 02:06 1,2-Dichlorobenzene ND 0.0053 1 06/19/2015 02:06 1,3-Dichlorobenzene ND 0.0053 1 06/19/2015 02:06 1,4-Dichlorobenzene ND 0.0053 1 06/19/2015 02:06 Dichlorodifluoromethane ND 0.0053 1 06/19/2015 02:06 1,1-Dichloroethane ND 0.0053 1 06/19/2015 02:06 1,2-Dichloroethane (1,2-DCA) ND 0.0042 1 06/19/2015 02:06 1,1-Dichloroethene ND 0.0053 1 06/19/2015 02:06 cis-1,2-Dichloroethene ND 0.0053 1 06/19/2015 02:06 trans-1,2-Dichloroethene ND 0.0053 1 06/19/2015 02:06 1,2-Dichloropropane ND 0.0053 1 06/19/2015 02:06 1,3-Dichloropropane ND 0.0053 1 06/19/2015 02:06 2,2-Dichloropropane ND 0.0053 1 06/19/2015 02:06 1,1-Dichloropropene ND 0.0053 1 06/19/2015 02:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 29 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0053 1 06/19/2015 02:06 trans-1,3-Dichloropropene ND 0.0053 1 06/19/2015 02:06 Diisopropyl ether (DIPE) ND 0.0053 1 06/19/2015 02:06 ND 0.0053 1 06/19/2015 02:06 Ethyl tert-butyl ether (ETBE) ND 0.0053 1 06/19/2015 02:06 Freon 113 ND 0.0053 1 06/19/2015 02:06 Hexachlorobutadiene ND 0.0053 1 06/19/2015 02:06 Hexachloroethane ND 0.0053 1 06/19/2015 02:06 2-Hexanone ND 0.0053 1 06/19/2015 02:06 Isopropylbenzene ND 0.0053 1 06/19/2015 02:06 4-Isopropyl toluene ND 0.0053 1 06/19/2015 02:06 Methyl-t-butyl ether (MTBE) ND 0.0053 1 06/19/2015 02:06 Methylene chloride ND 0.0053 1 06/19/2015 02:06 4-Methyl-2-pentanone (MIBK) ND 0.0053 1 06/19/2015 02:06 Naphthalene ND 0.0053 1 06/19/2015 02:06 n-Propyl benzene ND 0.0053 1 06/19/2015 02:06 Styrene ND 0.0053 1 06/19/2015 02:06 1,1,1,2-Tetrachloroethane ND 0.0053 1 06/19/2015 02:06 1,1,2,2-Tetrachloroethane ND 0.0053 1 06/19/2015 02:06 Tetrachloroethene ND 0.0053 1 06/19/2015 02:06 Toluene ND 0.0053 1 06/19/2015 02:06 1,2,3-Trichlorobenzene ND 0.0053 1 06/19/2015 02:06 1,2,4-Trichlorobenzene ND 0.0053 1 06/19/2015 02:06 1,1,1-Trichloroethane ND 0.0053 1 06/19/2015 02:06 1,1,2-Trichloroethane ND 0.0053 1 06/19/2015 02:06 Trichloroethene ND 0.0053 1 06/19/2015 02:06 Trichlorofluoromethane ND 0.0053 1 06/19/2015 02:06 1,2,3-Trichloropropane ND 0.0053 1 06/19/2015 02:06 ND 0.0053 1 06/19/2015 02:06 ND 0.0053 1 06/19/2015 02:06 Vinyl Chloride ND 0.0053 1 06/19/2015 02:06 Xylenes, Total ND 0.0053 1 06/19/2015 02:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 30 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 105 70-130 06/19/2015 02:06 Toluene-d8 96 70-130 06/19/2015 02:06 4-BFB 90 70-130 06/19/2015 02:06 Benzene-d6 83 60-140 06/19/2015 02:06 92 60-140 06/19/2015 02:06 1,2-DCB-d4 92 60-140 06/19/2015 02:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 31 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.10 1 06/19/2015 02:48 tert-Amyl methyl ether (TAME) ND 0.0052 1 06/19/2015 02:48 Benzene ND 0.0052 1 06/19/2015 02:48 Bromobenzene ND 0.0052 1 06/19/2015 02:48 Bromochloromethane ND 0.0052 1 06/19/2015 02:48 Bromodichloromethane ND 0.0052 1 06/19/2015 02:48 Bromoform ND 0.0052 1 06/19/2015 02:48 Bromomethane ND 0.0052 1 06/19/2015 02:48 2-Butanone (MEK) ND 0.021 1 06/19/2015 02:48 t-Butyl alcohol (TBA) ND 0.052 1 06/19/2015 02:48 n-Butyl benzene ND 0.0052 1 06/19/2015 02:48 sec-Butyl benzene ND 0.0052 1 06/19/2015 02:48 tert-Butyl benzene ND 0.0052 1 06/19/2015 02:48 Carbon Disulfide ND 0.0052 1 06/19/2015 02:48 Carbon Tetrachloride ND 0.0052 1 06/19/2015 02:48 Chlorobenzene ND 0.0052 1 06/19/2015 02:48 Chloroethane ND 0.0052 1 06/19/2015 02:48 Chloroform ND 0.0052 1 06/19/2015 02:48 Chloromethane ND 0.0052 1 06/19/2015 02:48 2-Chlorotoluene ND 0.0052 1 06/19/2015 02:48 4-Chlorotoluene ND 0.0052 1 06/19/2015 02:48 Dibromochloromethane ND 0.0052 1 06/19/2015 02:48 1,2-Dibromo-3-chloropropane ND 0.0041 1 06/19/2015 02:48 1,2-Dibromoethane (EDB) ND 0.0041 1 06/19/2015 02:48 Dibromomethane ND 0.0052 1 06/19/2015 02:48 1,2-Dichlorobenzene ND 0.0052 1 06/19/2015 02:48 1,3-Dichlorobenzene ND 0.0052 1 06/19/2015 02:48 1,4-Dichlorobenzene ND 0.0052 1 06/19/2015 02:48 Dichlorodifluoromethane ND 0.0052 1 06/19/2015 02:48 1,1-Dichloroethane ND 0.0052 1 06/19/2015 02:48 1,2-Dichloroethane (1,2-DCA) ND 0.0041 1 06/19/2015 02:48 1,1-Dichloroethene ND 0.0052 1 06/19/2015 02:48 cis-1,2-Dichloroethene ND 0.0052 1 06/19/2015 02:48 trans-1,2-Dichloroethene ND 0.0052 1 06/19/2015 02:48 1,2-Dichloropropane ND 0.0052 1 06/19/2015 02:48 1,3-Dichloropropane ND 0.0052 1 06/19/2015 02:48 2,2-Dichloropropane ND 0.0052 1 06/19/2015 02:48 1,1-Dichloropropene ND 0.0052 1 06/19/2015 02:48 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 32 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0052 1 06/19/2015 02:48 trans-1,3-Dichloropropene ND 0.0052 1 06/19/2015 02:48 Diisopropyl ether (DIPE) ND 0.0052 1 06/19/2015 02:48 ND 0.0052 1 06/19/2015 02:48 Ethyl tert-butyl ether (ETBE) ND 0.0052 1 06/19/2015 02:48 Freon 113 ND 0.0052 1 06/19/2015 02:48 Hexachlorobutadiene ND 0.0052 1 06/19/2015 02:48 Hexachloroethane ND 0.0052 1 06/19/2015 02:48 2-Hexanone ND 0.0052 1 06/19/2015 02:48 Isopropylbenzene ND 0.0052 1 06/19/2015 02:48 4-Isopropyl toluene ND 0.0052 1 06/19/2015 02:48 Methyl-t-butyl ether (MTBE) ND 0.0052 1 06/19/2015 02:48 Methylene chloride ND 0.0052 1 06/19/2015 02:48 4-Methyl-2-pentanone (MIBK) ND 0.0052 1 06/19/2015 02:48 Naphthalene ND 0.0052 1 06/19/2015 02:48 n-Propyl benzene ND 0.0052 1 06/19/2015 02:48 Styrene ND 0.0052 1 06/19/2015 02:48 1,1,1,2-Tetrachloroethane ND 0.0052 1 06/19/2015 02:48 1,1,2,2-Tetrachloroethane ND 0.0052 1 06/19/2015 02:48 Tetrachloroethene ND 0.0052 1 06/19/2015 02:48 Toluene ND 0.0052 1 06/19/2015 02:48 1,2,3-Trichlorobenzene ND 0.0052 1 06/19/2015 02:48 1,2,4-Trichlorobenzene ND 0.0052 1 06/19/2015 02:48 1,1,1-Trichloroethane ND 0.0052 1 06/19/2015 02:48 1,1,2-Trichloroethane ND 0.0052 1 06/19/2015 02:48 Trichloroethene ND 0.0052 1 06/19/2015 02:48 Trichlorofluoromethane ND 0.0052 1 06/19/2015 02:48 1,2,3-Trichloropropane ND 0.0052 1 06/19/2015 02:48 ND 0.0052 1 06/19/2015 02:48 ND 0.0052 1 06/19/2015 02:48 Vinyl Chloride ND 0.0052 1 06/19/2015 02:48 Xylenes, Total ND 0.0052 1 06/19/2015 02:48 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 33 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 102 70-130 06/19/2015 02:48 Toluene-d8 94 70-130 06/19/2015 02:48 4-BFB 89 70-130 06/19/2015 02:48 Benzene-d6 78 60-140 06/19/2015 02:48 90 60-140 06/19/2015 02:48 1,2-DCB-d4 89 60-140 06/19/2015 02:48 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 34 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acetone ND 0.11 1 06/19/2015 03:31 tert-Amyl methyl ether (TAME) ND 0.0056 1 06/19/2015 03:31 Benzene ND 0.0056 1 06/19/2015 03:31 Bromobenzene ND 0.0056 1 06/19/2015 03:31 Bromochloromethane ND 0.0056 1 06/19/2015 03:31 Bromodichloromethane ND 0.0056 1 06/19/2015 03:31 Bromoform ND 0.0056 1 06/19/2015 03:31 Bromomethane ND 0.0056 1 06/19/2015 03:31 2-Butanone (MEK) ND 0.022 1 06/19/2015 03:31 t-Butyl alcohol (TBA) ND 0.056 1 06/19/2015 03:31 n-Butyl benzene ND 0.0056 1 06/19/2015 03:31 sec-Butyl benzene ND 0.0056 1 06/19/2015 03:31 tert-Butyl benzene ND 0.0056 1 06/19/2015 03:31 Carbon Disulfide ND 0.0056 1 06/19/2015 03:31 Carbon Tetrachloride ND 0.0056 1 06/19/2015 03:31 Chlorobenzene ND 0.0056 1 06/19/2015 03:31 Chloroethane ND 0.0056 1 06/19/2015 03:31 Chloroform ND 0.0056 1 06/19/2015 03:31 Chloromethane ND 0.0056 1 06/19/2015 03:31 2-Chlorotoluene ND 0.0056 1 06/19/2015 03:31 4-Chlorotoluene ND 0.0056 1 06/19/2015 03:31 Dibromochloromethane ND 0.0056 1 06/19/2015 03:31 1,2-Dibromo-3-chloropropane ND 0.0045 1 06/19/2015 03:31 1,2-Dibromoethane (EDB) ND 0.0045 1 06/19/2015 03:31 Dibromomethane ND 0.0056 1 06/19/2015 03:31 1,2-Dichlorobenzene ND 0.0056 1 06/19/2015 03:31 1,3-Dichlorobenzene ND 0.0056 1 06/19/2015 03:31 1,4-Dichlorobenzene ND 0.0056 1 06/19/2015 03:31 Dichlorodifluoromethane ND 0.0056 1 06/19/2015 03:31 1,1-Dichloroethane ND 0.0056 1 06/19/2015 03:31 1,2-Dichloroethane (1,2-DCA) ND 0.0045 1 06/19/2015 03:31 1,1-Dichloroethene ND 0.0056 1 06/19/2015 03:31 cis-1,2-Dichloroethene ND 0.0056 1 06/19/2015 03:31 trans-1,2-Dichloroethene ND 0.0056 1 06/19/2015 03:31 1,2-Dichloropropane ND 0.0056 1 06/19/2015 03:31 1,3-Dichloropropane ND 0.0056 1 06/19/2015 03:31 2,2-Dichloropropane ND 0.0056 1 06/19/2015 03:31 1,1-Dichloropropene ND 0.0056 1 06/19/2015 03:31 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 35 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID cis-1,3-Dichloropropene ND 0.0056 1 06/19/2015 03:31 trans-1,3-Dichloropropene ND 0.0056 1 06/19/2015 03:31 Diisopropyl ether (DIPE) ND 0.0056 1 06/19/2015 03:31 ND 0.0056 1 06/19/2015 03:31 Ethyl tert-butyl ether (ETBE) ND 0.0056 1 06/19/2015 03:31 Freon 113 ND 0.0056 1 06/19/2015 03:31 Hexachlorobutadiene ND 0.0056 1 06/19/2015 03:31 Hexachloroethane ND 0.0056 1 06/19/2015 03:31 2-Hexanone ND 0.0056 1 06/19/2015 03:31 Isopropylbenzene ND 0.0056 1 06/19/2015 03:31 4-Isopropyl toluene ND 0.0056 1 06/19/2015 03:31 Methyl-t-butyl ether (MTBE) ND 0.0056 1 06/19/2015 03:31 Methylene chloride ND 0.0056 1 06/19/2015 03:31 4-Methyl-2-pentanone (MIBK) ND 0.0056 1 06/19/2015 03:31 Naphthalene ND 0.0056 1 06/19/2015 03:31 n-Propyl benzene ND 0.0056 1 06/19/2015 03:31 Styrene ND 0.0056 1 06/19/2015 03:31 1,1,1,2-Tetrachloroethane ND 0.0056 1 06/19/2015 03:31 1,1,2,2-Tetrachloroethane ND 0.0056 1 06/19/2015 03:31 Tetrachloroethene ND 0.0056 1 06/19/2015 03:31 Toluene ND 0.0056 1 06/19/2015 03:31 1,2,3-Trichlorobenzene ND 0.0056 1 06/19/2015 03:31 1,2,4-Trichlorobenzene ND 0.0056 1 06/19/2015 03:31 1,1,1-Trichloroethane ND 0.0056 1 06/19/2015 03:31 1,1,2-Trichloroethane ND 0.0056 1 06/19/2015 03:31 Trichloroethene ND 0.0056 1 06/19/2015 03:31 Trichlorofluoromethane ND 0.0056 1 06/19/2015 03:31 1,2,3-Trichloropropane ND 0.0056 1 06/19/2015 03:31 ND 0.0056 1 06/19/2015 03:31 ND 0.0056 1 06/19/2015 03:31 Vinyl Chloride ND 0.0056 1 06/19/2015 03:31 Xylenes, Total ND 0.0056 1 06/19/2015 03:31 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 36 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry Volatile Organics by P&T and GC/MS (Basic Target List) B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Dibromofluoromethane 103 70-130 06/19/2015 03:31 Toluene-d8 97 70-130 06/19/2015 03:31 4-BFB 86 70-130 06/19/2015 03:31 Benzene-d6 77 60-140 06/19/2015 03:31 84 60-140 06/19/2015 03:31 1,2-DCB-d4 88 60-140 06/19/2015 03:31 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 37 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry TPH(g) by Purge & Trap and GC/MS B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC16 106387 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.27 1 06/18/2015 17:29 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 81 60-140 06/18/2015 17:29 Dibromofluoromethane 97 70-130 06/18/2015 17:29 B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.31 1 06/18/2015 14:38 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KBO Benzene-d6 77 60-140 06/18/2015 14:38 Dibromofluoromethane 97 70-130 06/18/2015 14:38 B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.27 1 06/18/2015 22:33 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 80 60-140 06/18/2015 22:33 Dibromofluoromethane 98 70-130 06/18/2015 22:33 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 38 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry TPH(g) by Purge & Trap and GC/MS B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.30 1 06/18/2015 23:16 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 75 60-140 06/18/2015 23:16 Dibromofluoromethane 97 70-130 06/18/2015 23:16 B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.26 1 06/18/2015 23:58 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 84 60-140 06/18/2015 23:58 Dibromofluoromethane 94 70-130 06/18/2015 23:58 B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.26 1 06/19/2015 00:41 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 87 60-140 06/19/2015 00:41 Dibromofluoromethane 96 70-130 06/19/2015 00:41 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 39 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry TPH(g) by Purge & Trap and GC/MS B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.28 1 06/19/2015 01:23 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 80 60-140 06/19/2015 01:23 Dibromofluoromethane 97 70-130 06/19/2015 01:23 B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.26 1 06/19/2015 02:06 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 85 60-140 06/19/2015 02:06 Dibromofluoromethane 98 70-130 06/19/2015 02:06 B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.26 1 06/19/2015 02:48 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 80 60-140 06/19/2015 02:48 Dibromofluoromethane 95 70-130 06/19/2015 02:48 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 40 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW5030B Analytical Method: SW8260B Unit: mg/kg-dry TPH(g) by Purge & Trap and GC/MS B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC16 106409 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH(g) ND 0.28 1 06/19/2015 03:31 Surrogates REC Limits Analytical Comments: i1 Analyst(s): KF Benzene-d6 78 60-140 06/19/2015 03:31 Dibromofluoromethane 97 70-130 06/19/2015 03:31 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 41 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.011 1 06/18/2015 18:30 ND 0.011 1 06/18/2015 18:30 Anthracene ND 0.011 1 06/18/2015 18:30 Benzo anthracene ND 0.011 1 06/18/2015 18:30 Benzo fluoranthene ND 0.011 1 06/18/2015 18:30 Benzo fluoranthene ND 0.011 1 06/18/2015 18:30 Benzo (g,h,i) perylene ND 0.011 1 06/18/2015 18:30 Benzo pyrene ND 0.011 1 06/18/2015 18:30 ND 0.011 1 06/18/2015 18:30 Dibenzo (a,h) anthracene ND 0.011 1 06/18/2015 18:30 Fluoranthene ND 0.011 1 06/18/2015 18:30 Fluorene ND 0.011 1 06/18/2015 18:30 Indeno (1,2,3-cd) pyrene ND 0.011 1 06/18/2015 18:30 ND 0.011 1 06/18/2015 18:30 ND 0.011 1 06/18/2015 18:30 Naphthalene ND 0.011 1 06/18/2015 18:30 Phenanthrene ND 0.011 1 06/18/2015 18:30 Pyrene ND 0.011 1 06/18/2015 18:30 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 90 30-130 06/18/2015 18:30 2-Fluorobiphenyl 97 30-130 06/18/2015 18:30 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 42 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.012 1 06/18/2015 18:56 ND 0.012 1 06/18/2015 18:56 Anthracene ND 0.012 1 06/18/2015 18:56 Benzo anthracene ND 0.012 1 06/18/2015 18:56 Benzo fluoranthene ND 0.012 1 06/18/2015 18:56 Benzo fluoranthene ND 0.012 1 06/18/2015 18:56 Benzo (g,h,i) perylene ND 0.012 1 06/18/2015 18:56 Benzo pyrene ND 0.012 1 06/18/2015 18:56 ND 0.012 1 06/18/2015 18:56 Dibenzo (a,h) anthracene ND 0.012 1 06/18/2015 18:56 Fluoranthene ND 0.012 1 06/18/2015 18:56 Fluorene ND 0.012 1 06/18/2015 18:56 Indeno (1,2,3-cd) pyrene ND 0.012 1 06/18/2015 18:56 ND 0.012 1 06/18/2015 18:56 ND 0.012 1 06/18/2015 18:56 Naphthalene ND 0.012 1 06/18/2015 18:56 Phenanthrene ND 0.012 1 06/18/2015 18:56 Pyrene ND 0.012 1 06/18/2015 18:56 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 98 30-130 06/18/2015 18:56 2-Fluorobiphenyl 98 30-130 06/18/2015 18:56 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 43 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.011 1 06/23/2015 23:21 ND 0.011 1 06/23/2015 23:21 Anthracene ND 0.011 1 06/23/2015 23:21 Benzo anthracene ND 0.011 1 06/23/2015 23:21 Benzo fluoranthene ND 0.011 1 06/23/2015 23:21 Benzo fluoranthene ND 0.011 1 06/23/2015 23:21 Benzo (g,h,i) perylene ND 0.011 1 06/23/2015 23:21 Benzo pyrene ND 0.011 1 06/23/2015 23:21 ND 0.011 1 06/23/2015 23:21 Dibenzo (a,h) anthracene ND 0.011 1 06/23/2015 23:21 Fluoranthene ND 0.011 1 06/23/2015 23:21 Fluorene ND 0.011 1 06/23/2015 23:21 Indeno (1,2,3-cd) pyrene ND 0.011 1 06/23/2015 23:21 ND 0.011 1 06/23/2015 23:21 ND 0.011 1 06/23/2015 23:21 Naphthalene ND 0.011 1 06/23/2015 23:21 Phenanthrene ND 0.011 1 06/23/2015 23:21 Pyrene ND 0.011 1 06/23/2015 23:21 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 91 30-130 06/23/2015 23:21 2-Fluorobiphenyl 93 30-130 06/23/2015 23:21 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 44 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.012 1 06/18/2015 15:34 ND 0.012 1 06/18/2015 15:34 Anthracene ND 0.012 1 06/18/2015 15:34 Benzo anthracene ND 0.012 1 06/18/2015 15:34 Benzo fluoranthene ND 0.012 1 06/18/2015 15:34 Benzo fluoranthene ND 0.012 1 06/18/2015 15:34 Benzo (g,h,i) perylene ND 0.012 1 06/18/2015 15:34 Benzo pyrene ND 0.012 1 06/18/2015 15:34 ND 0.012 1 06/18/2015 15:34 Dibenzo (a,h) anthracene ND 0.012 1 06/18/2015 15:34 Fluoranthene ND 0.012 1 06/18/2015 15:34 Fluorene ND 0.012 1 06/18/2015 15:34 Indeno (1,2,3-cd) pyrene ND 0.012 1 06/18/2015 15:34 ND 0.012 1 06/18/2015 15:34 ND 0.012 1 06/18/2015 15:34 Naphthalene ND 0.012 1 06/18/2015 15:34 Phenanthrene ND 0.012 1 06/18/2015 15:34 Pyrene ND 0.012 1 06/18/2015 15:34 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 97 30-130 06/18/2015 15:34 2-Fluorobiphenyl 105 30-130 06/18/2015 15:34 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 45 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.010 1 06/18/2015 15:59 ND 0.010 1 06/18/2015 15:59 Anthracene ND 0.010 1 06/18/2015 15:59 Benzo anthracene ND 0.010 1 06/18/2015 15:59 Benzo fluoranthene ND 0.010 1 06/18/2015 15:59 Benzo fluoranthene ND 0.010 1 06/18/2015 15:59 Benzo (g,h,i) perylene ND 0.010 1 06/18/2015 15:59 Benzo pyrene ND 0.010 1 06/18/2015 15:59 ND 0.010 1 06/18/2015 15:59 Dibenzo (a,h) anthracene ND 0.010 1 06/18/2015 15:59 Fluoranthene ND 0.010 1 06/18/2015 15:59 Fluorene ND 0.010 1 06/18/2015 15:59 Indeno (1,2,3-cd) pyrene ND 0.010 1 06/18/2015 15:59 ND 0.010 1 06/18/2015 15:59 ND 0.010 1 06/18/2015 15:59 Naphthalene ND 0.010 1 06/18/2015 15:59 Phenanthrene ND 0.010 1 06/18/2015 15:59 Pyrene ND 0.010 1 06/18/2015 15:59 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 89 30-130 06/18/2015 15:59 2-Fluorobiphenyl 89 30-130 06/18/2015 15:59 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 46 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.010 1 06/18/2015 16:24 ND 0.010 1 06/18/2015 16:24 Anthracene ND 0.010 1 06/18/2015 16:24 Benzo anthracene ND 0.010 1 06/18/2015 16:24 Benzo fluoranthene ND 0.010 1 06/18/2015 16:24 Benzo fluoranthene ND 0.010 1 06/18/2015 16:24 Benzo (g,h,i) perylene ND 0.010 1 06/18/2015 16:24 Benzo pyrene ND 0.010 1 06/18/2015 16:24 ND 0.010 1 06/18/2015 16:24 Dibenzo (a,h) anthracene ND 0.010 1 06/18/2015 16:24 Fluoranthene ND 0.010 1 06/18/2015 16:24 Fluorene ND 0.010 1 06/18/2015 16:24 Indeno (1,2,3-cd) pyrene ND 0.010 1 06/18/2015 16:24 ND 0.010 1 06/18/2015 16:24 ND 0.010 1 06/18/2015 16:24 Naphthalene ND 0.010 1 06/18/2015 16:24 Phenanthrene ND 0.010 1 06/18/2015 16:24 Pyrene ND 0.010 1 06/18/2015 16:24 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 88 30-130 06/18/2015 16:24 2-Fluorobiphenyl 85 30-130 06/18/2015 16:24 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 47 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.011 1 06/18/2015 16:49 ND 0.011 1 06/18/2015 16:49 Anthracene ND 0.011 1 06/18/2015 16:49 Benzo anthracene ND 0.011 1 06/18/2015 16:49 Benzo fluoranthene ND 0.011 1 06/18/2015 16:49 Benzo fluoranthene ND 0.011 1 06/18/2015 16:49 Benzo (g,h,i) perylene ND 0.011 1 06/18/2015 16:49 Benzo pyrene ND 0.011 1 06/18/2015 16:49 ND 0.011 1 06/18/2015 16:49 Dibenzo (a,h) anthracene ND 0.011 1 06/18/2015 16:49 Fluoranthene ND 0.011 1 06/18/2015 16:49 Fluorene ND 0.011 1 06/18/2015 16:49 Indeno (1,2,3-cd) pyrene ND 0.011 1 06/18/2015 16:49 ND 0.011 1 06/18/2015 16:49 ND 0.011 1 06/18/2015 16:49 Naphthalene ND 0.011 1 06/18/2015 16:49 Phenanthrene ND 0.011 1 06/18/2015 16:49 Pyrene ND 0.011 1 06/18/2015 16:49 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 92 30-130 06/18/2015 16:49 2-Fluorobiphenyl 109 30-130 06/18/2015 16:49 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 48 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.011 1 06/18/2015 17:15 ND 0.011 1 06/18/2015 17:15 Anthracene ND 0.011 1 06/18/2015 17:15 Benzo anthracene ND 0.011 1 06/18/2015 17:15 Benzo fluoranthene ND 0.011 1 06/18/2015 17:15 Benzo fluoranthene ND 0.011 1 06/18/2015 17:15 Benzo (g,h,i) perylene ND 0.011 1 06/18/2015 17:15 Benzo pyrene ND 0.011 1 06/18/2015 17:15 ND 0.011 1 06/18/2015 17:15 Dibenzo (a,h) anthracene ND 0.011 1 06/18/2015 17:15 Fluoranthene ND 0.011 1 06/18/2015 17:15 Fluorene ND 0.011 1 06/18/2015 17:15 Indeno (1,2,3-cd) pyrene ND 0.011 1 06/18/2015 17:15 ND 0.011 1 06/18/2015 17:15 ND 0.011 1 06/18/2015 17:15 Naphthalene ND 0.011 1 06/18/2015 17:15 Phenanthrene ND 0.011 1 06/18/2015 17:15 Pyrene ND 0.011 1 06/18/2015 17:15 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 89 30-130 06/18/2015 17:15 2-Fluorobiphenyl 91 30-130 06/18/2015 17:15 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 49 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.010 1 06/18/2015 17:40 ND 0.010 1 06/18/2015 17:40 Anthracene ND 0.010 1 06/18/2015 17:40 Benzo anthracene ND 0.010 1 06/18/2015 17:40 Benzo fluoranthene ND 0.010 1 06/18/2015 17:40 Benzo fluoranthene ND 0.010 1 06/18/2015 17:40 Benzo (g,h,i) perylene ND 0.010 1 06/18/2015 17:40 Benzo pyrene ND 0.010 1 06/18/2015 17:40 ND 0.010 1 06/18/2015 17:40 Dibenzo (a,h) anthracene ND 0.010 1 06/18/2015 17:40 Fluoranthene ND 0.010 1 06/18/2015 17:40 Fluorene ND 0.010 1 06/18/2015 17:40 Indeno (1,2,3-cd) pyrene ND 0.010 1 06/18/2015 17:40 ND 0.010 1 06/18/2015 17:40 ND 0.010 1 06/18/2015 17:40 Naphthalene ND 0.010 1 06/18/2015 17:40 Phenanthrene ND 0.010 1 06/18/2015 17:40 Pyrene 0.014 0.010 1 06/18/2015 17:40 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 91 30-130 06/18/2015 17:40 2-Fluorobiphenyl 96 30-130 06/18/2015 17:40 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 50 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C-SIM Unit: mg/kg-dry Polynuclear Aromatic Hydrocarbons (PAHs / PNAs) using SIM Mode by GC/MS B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC35 106425 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.011 1 06/18/2015 18:05 ND 0.011 1 06/18/2015 18:05 Anthracene ND 0.011 1 06/18/2015 18:05 Benzo anthracene ND 0.011 1 06/18/2015 18:05 Benzo fluoranthene ND 0.011 1 06/18/2015 18:05 Benzo fluoranthene ND 0.011 1 06/18/2015 18:05 Benzo (g,h,i) perylene ND 0.011 1 06/18/2015 18:05 Benzo pyrene ND 0.011 1 06/18/2015 18:05 ND 0.011 1 06/18/2015 18:05 Dibenzo (a,h) anthracene ND 0.011 1 06/18/2015 18:05 Fluoranthene ND 0.011 1 06/18/2015 18:05 Fluorene ND 0.011 1 06/18/2015 18:05 Indeno (1,2,3-cd) pyrene ND 0.011 1 06/18/2015 18:05 ND 0.011 1 06/18/2015 18:05 ND 0.011 1 06/18/2015 18:05 Naphthalene ND 0.011 1 06/18/2015 18:05 Phenanthrene ND 0.011 1 06/18/2015 18:05 Pyrene ND 0.011 1 06/18/2015 18:05 Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 1-Fluoronaphthalene 99 30-130 06/18/2015 18:05 2-Fluorobiphenyl 93 30-130 06/18/2015 18:05 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 51 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.27 1 06/17/2015 17:35 ND 0.27 1 06/17/2015 17:35 Acetochlor ND 0.27 1 06/17/2015 17:35 Anthracene ND 0.27 1 06/17/2015 17:35 Benzidine ND 1.4 1 06/17/2015 17:35 Benzo anthracene ND 0.27 1 06/17/2015 17:35 Benzo fluoranthene ND 0.27 1 06/17/2015 17:35 Benzo fluoranthene ND 0.27 1 06/17/2015 17:35 Benzo (g,h,i) perylene ND 0.27 1 06/17/2015 17:35 Benzo pyrene ND 0.27 1 06/17/2015 17:35 Benzyl Alcohol ND 1.4 1 06/17/2015 17:35 1,1-Biphenyl ND 0.27 1 06/17/2015 17:35 Bis (2-chloroethoxy) Methane ND 0.27 1 06/17/2015 17:35 Bis (2-chloroethyl) Ether ND 0.27 1 06/17/2015 17:35 Bis (2-chloroisopropyl) Ether ND 0.27 1 06/17/2015 17:35 Bis Adipate ND 0.27 1 06/17/2015 17:35 Bis Phthalate ND 0.27 1 06/17/2015 17:35 4-Bromophenyl Phenyl Ether ND 0.27 1 06/17/2015 17:35 Butylbenzyl Phthalate ND 0.27 1 06/17/2015 17:35 4-Chloroaniline ND 0.54 1 06/17/2015 17:35 ND 0.27 1 06/17/2015 17:35 2-Chloronaphthalene ND 0.27 1 06/17/2015 17:35 2-Chlorophenol ND 0.27 1 06/17/2015 17:35 4-Chlorophenyl Phenyl Ether ND 0.27 1 06/17/2015 17:35 ND 0.27 1 06/17/2015 17:35 Dibenzo (a,h) anthracene ND 0.27 1 06/17/2015 17:35 Dibenzofuran ND 0.27 1 06/17/2015 17:35 Di-n-butyl Phthalate ND 0.27 1 06/17/2015 17:35 1,2-Dichlorobenzene ND 0.27 1 06/17/2015 17:35 1,3-Dichlorobenzene ND 0.27 1 06/17/2015 17:35 1,4-Dichlorobenzene ND 0.27 1 06/17/2015 17:35 3,3-Dichlorobenzidine ND 0.54 1 06/17/2015 17:35 2,4-Dichlorophenol ND 0.27 1 06/17/2015 17:35 Diethyl Phthalate ND 0.27 1 06/17/2015 17:35 ND 0.27 1 06/17/2015 17:35 Dimethyl Phthalate ND 0.27 1 06/17/2015 17:35 ND 1.4 1 06/17/2015 17:35 2,4-Dinitrophenol ND 6.8 1 06/17/2015 17:35 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 52 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.27 1 06/17/2015 17:35 2,6-Dinitrotoluene ND 0.27 1 06/17/2015 17:35 Di-n-octyl Phthalate ND 0.54 1 06/17/2015 17:35 ND 0.27 1 06/17/2015 17:35 Fluoranthene ND 0.27 1 06/17/2015 17:35 Fluorene ND 0.27 1 06/17/2015 17:35 Hexachlorobenzene ND 0.27 1 06/17/2015 17:35 Hexachlorobutadiene ND 0.27 1 06/17/2015 17:35 Hexachlorocyclopentadiene ND 1.4 1 06/17/2015 17:35 Hexachloroethane ND 0.27 1 06/17/2015 17:35 Indeno (1,2,3-cd) pyrene ND 0.27 1 06/17/2015 17:35 Isophorone ND 0.27 1 06/17/2015 17:35 ND 0.27 1 06/17/2015 17:35 (o-Cresol) ND 0.27 1 06/17/2015 17:35 3 & (m,p-Cresol) ND 0.27 1 06/17/2015 17:35 Naphthalene ND 0.27 1 06/17/2015 17:35 2-Nitroaniline ND 1.4 1 06/17/2015 17:35 3-Nitroaniline ND 1.4 1 06/17/2015 17:35 4-Nitroaniline ND 1.4 1 06/17/2015 17:35 Nitrobenzene ND 0.27 1 06/17/2015 17:35 2-Nitrophenol ND 1.4 1 06/17/2015 17:35 4-Nitrophenol ND 1.4 1 06/17/2015 17:35 N-Nitrosodiphenylamine ND 0.27 1 06/17/2015 17:35 N-Nitrosodi-n-propylamine ND 0.27 1 06/17/2015 17:35 Pentachlorophenol ND 1.4 1 06/17/2015 17:35 Phenanthrene ND 0.27 1 06/17/2015 17:35 Phenol ND 0.27 1 06/17/2015 17:35 Pyrene ND 0.27 1 06/17/2015 17:35 1,2,4-Trichlorobenzene ND 0.27 1 06/17/2015 17:35 2,4,5-Trichlorophenol ND 0.27 1 06/17/2015 17:35 2,4,6-Trichlorophenol ND 0.27 1 06/17/2015 17:35 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 53 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 78 30-130 06/17/2015 17:35 Phenol-d5 81 30-130 06/17/2015 17:35 Nitrobenzene-d5 69 30-130 06/17/2015 17:35 2-Fluorobiphenyl 72 30-130 06/17/2015 17:35 2,4,6-Tribromophenol 45 16-130 06/17/2015 17:35 4-Terphenyl-d14 74 30-130 06/17/2015 17:35 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 54 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.31 1 06/17/2015 18:06 ND 0.31 1 06/17/2015 18:06 Acetochlor ND 0.31 1 06/17/2015 18:06 Anthracene ND 0.31 1 06/17/2015 18:06 Benzidine ND 1.6 1 06/17/2015 18:06 Benzo anthracene ND 0.31 1 06/17/2015 18:06 Benzo fluoranthene ND 0.31 1 06/17/2015 18:06 Benzo fluoranthene ND 0.31 1 06/17/2015 18:06 Benzo (g,h,i) perylene ND 0.31 1 06/17/2015 18:06 Benzo pyrene ND 0.31 1 06/17/2015 18:06 Benzyl Alcohol ND 1.6 1 06/17/2015 18:06 1,1-Biphenyl ND 0.31 1 06/17/2015 18:06 Bis (2-chloroethoxy) Methane ND 0.31 1 06/17/2015 18:06 Bis (2-chloroethyl) Ether ND 0.31 1 06/17/2015 18:06 Bis (2-chloroisopropyl) Ether ND 0.31 1 06/17/2015 18:06 Bis Adipate ND 0.31 1 06/17/2015 18:06 Bis Phthalate ND 0.31 1 06/17/2015 18:06 4-Bromophenyl Phenyl Ether ND 0.31 1 06/17/2015 18:06 Butylbenzyl Phthalate ND 0.31 1 06/17/2015 18:06 4-Chloroaniline ND 0.62 1 06/17/2015 18:06 ND 0.31 1 06/17/2015 18:06 2-Chloronaphthalene ND 0.31 1 06/17/2015 18:06 2-Chlorophenol ND 0.31 1 06/17/2015 18:06 4-Chlorophenyl Phenyl Ether ND 0.31 1 06/17/2015 18:06 ND 0.31 1 06/17/2015 18:06 Dibenzo (a,h) anthracene ND 0.31 1 06/17/2015 18:06 Dibenzofuran ND 0.31 1 06/17/2015 18:06 Di-n-butyl Phthalate ND 0.31 1 06/17/2015 18:06 1,2-Dichlorobenzene ND 0.31 1 06/17/2015 18:06 1,3-Dichlorobenzene ND 0.31 1 06/17/2015 18:06 1,4-Dichlorobenzene ND 0.31 1 06/17/2015 18:06 3,3-Dichlorobenzidine ND 0.62 1 06/17/2015 18:06 2,4-Dichlorophenol ND 0.31 1 06/17/2015 18:06 Diethyl Phthalate ND 0.31 1 06/17/2015 18:06 ND 0.31 1 06/17/2015 18:06 Dimethyl Phthalate ND 0.31 1 06/17/2015 18:06 ND 1.6 1 06/17/2015 18:06 2,4-Dinitrophenol ND 7.8 1 06/17/2015 18:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 55 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.31 1 06/17/2015 18:06 2,6-Dinitrotoluene ND 0.31 1 06/17/2015 18:06 Di-n-octyl Phthalate ND 0.62 1 06/17/2015 18:06 ND 0.31 1 06/17/2015 18:06 Fluoranthene ND 0.31 1 06/17/2015 18:06 Fluorene ND 0.31 1 06/17/2015 18:06 Hexachlorobenzene ND 0.31 1 06/17/2015 18:06 Hexachlorobutadiene ND 0.31 1 06/17/2015 18:06 Hexachlorocyclopentadiene ND 1.6 1 06/17/2015 18:06 Hexachloroethane ND 0.31 1 06/17/2015 18:06 Indeno (1,2,3-cd) pyrene ND 0.31 1 06/17/2015 18:06 Isophorone ND 0.31 1 06/17/2015 18:06 ND 0.31 1 06/17/2015 18:06 (o-Cresol) ND 0.31 1 06/17/2015 18:06 3 & (m,p-Cresol) ND 0.31 1 06/17/2015 18:06 Naphthalene ND 0.31 1 06/17/2015 18:06 2-Nitroaniline ND 1.6 1 06/17/2015 18:06 3-Nitroaniline ND 1.6 1 06/17/2015 18:06 4-Nitroaniline ND 1.6 1 06/17/2015 18:06 Nitrobenzene ND 0.31 1 06/17/2015 18:06 2-Nitrophenol ND 1.6 1 06/17/2015 18:06 4-Nitrophenol ND 1.6 1 06/17/2015 18:06 N-Nitrosodiphenylamine ND 0.31 1 06/17/2015 18:06 N-Nitrosodi-n-propylamine ND 0.31 1 06/17/2015 18:06 Pentachlorophenol ND 1.6 1 06/17/2015 18:06 Phenanthrene ND 0.31 1 06/17/2015 18:06 Phenol 0.36 0.31 1 06/17/2015 18:06 Pyrene ND 0.31 1 06/17/2015 18:06 1,2,4-Trichlorobenzene ND 0.31 1 06/17/2015 18:06 2,4,5-Trichlorophenol ND 0.31 1 06/17/2015 18:06 2,4,6-Trichlorophenol ND 0.31 1 06/17/2015 18:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 56 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 81 30-130 06/17/2015 18:06 Phenol-d5 82 30-130 06/17/2015 18:06 Nitrobenzene-d5 70 30-130 06/17/2015 18:06 2-Fluorobiphenyl 72 30-130 06/17/2015 18:06 2,4,6-Tribromophenol 46 16-130 06/17/2015 18:06 4-Terphenyl-d14 75 30-130 06/17/2015 18:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 57 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.27 1 06/17/2015 16:34 ND 0.27 1 06/17/2015 16:34 Acetochlor ND 0.27 1 06/17/2015 16:34 Anthracene ND 0.27 1 06/17/2015 16:34 Benzidine ND 1.4 1 06/17/2015 16:34 Benzo anthracene ND 0.27 1 06/17/2015 16:34 Benzo fluoranthene ND 0.27 1 06/17/2015 16:34 Benzo fluoranthene ND 0.27 1 06/17/2015 16:34 Benzo (g,h,i) perylene ND 0.27 1 06/17/2015 16:34 Benzo pyrene ND 0.27 1 06/17/2015 16:34 Benzyl Alcohol ND 1.4 1 06/17/2015 16:34 1,1-Biphenyl ND 0.27 1 06/17/2015 16:34 Bis (2-chloroethoxy) Methane ND 0.27 1 06/17/2015 16:34 Bis (2-chloroethyl) Ether ND 0.27 1 06/17/2015 16:34 Bis (2-chloroisopropyl) Ether ND 0.27 1 06/17/2015 16:34 Bis Adipate ND 0.27 1 06/17/2015 16:34 Bis Phthalate ND 0.27 1 06/17/2015 16:34 4-Bromophenyl Phenyl Ether ND 0.27 1 06/17/2015 16:34 Butylbenzyl Phthalate ND 0.27 1 06/17/2015 16:34 4-Chloroaniline ND 0.54 1 06/17/2015 16:34 ND 0.27 1 06/17/2015 16:34 2-Chloronaphthalene ND 0.27 1 06/17/2015 16:34 2-Chlorophenol ND 0.27 1 06/17/2015 16:34 4-Chlorophenyl Phenyl Ether ND 0.27 1 06/17/2015 16:34 ND 0.27 1 06/17/2015 16:34 Dibenzo (a,h) anthracene ND 0.27 1 06/17/2015 16:34 Dibenzofuran ND 0.27 1 06/17/2015 16:34 Di-n-butyl Phthalate ND 0.27 1 06/17/2015 16:34 1,2-Dichlorobenzene ND 0.27 1 06/17/2015 16:34 1,3-Dichlorobenzene ND 0.27 1 06/17/2015 16:34 1,4-Dichlorobenzene ND 0.27 1 06/17/2015 16:34 3,3-Dichlorobenzidine ND 0.54 1 06/17/2015 16:34 2,4-Dichlorophenol ND 0.27 1 06/17/2015 16:34 Diethyl Phthalate ND 0.27 1 06/17/2015 16:34 ND 0.27 1 06/17/2015 16:34 Dimethyl Phthalate ND 0.27 1 06/17/2015 16:34 ND 1.4 1 06/17/2015 16:34 2,4-Dinitrophenol ND 6.8 1 06/17/2015 16:34 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 58 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.27 1 06/17/2015 16:34 2,6-Dinitrotoluene ND 0.27 1 06/17/2015 16:34 Di-n-octyl Phthalate ND 0.54 1 06/17/2015 16:34 ND 0.27 1 06/17/2015 16:34 Fluoranthene ND 0.27 1 06/17/2015 16:34 Fluorene ND 0.27 1 06/17/2015 16:34 Hexachlorobenzene ND 0.27 1 06/17/2015 16:34 Hexachlorobutadiene ND 0.27 1 06/17/2015 16:34 Hexachlorocyclopentadiene ND 1.4 1 06/17/2015 16:34 Hexachloroethane ND 0.27 1 06/17/2015 16:34 Indeno (1,2,3-cd) pyrene ND 0.27 1 06/17/2015 16:34 Isophorone ND 0.27 1 06/17/2015 16:34 ND 0.27 1 06/17/2015 16:34 (o-Cresol) ND 0.27 1 06/17/2015 16:34 3 & (m,p-Cresol) ND 0.27 1 06/17/2015 16:34 Naphthalene ND 0.27 1 06/17/2015 16:34 2-Nitroaniline ND 1.4 1 06/17/2015 16:34 3-Nitroaniline ND 1.4 1 06/17/2015 16:34 4-Nitroaniline ND 1.4 1 06/17/2015 16:34 Nitrobenzene ND 0.27 1 06/17/2015 16:34 2-Nitrophenol ND 1.4 1 06/17/2015 16:34 4-Nitrophenol ND 1.4 1 06/17/2015 16:34 N-Nitrosodiphenylamine ND 0.27 1 06/17/2015 16:34 N-Nitrosodi-n-propylamine ND 0.27 1 06/17/2015 16:34 Pentachlorophenol ND 1.4 1 06/17/2015 16:34 Phenanthrene ND 0.27 1 06/17/2015 16:34 Phenol ND 0.27 1 06/17/2015 16:34 Pyrene ND 0.27 1 06/17/2015 16:34 1,2,4-Trichlorobenzene ND 0.27 1 06/17/2015 16:34 2,4,5-Trichlorophenol ND 0.27 1 06/17/2015 16:34 2,4,6-Trichlorophenol ND 0.27 1 06/17/2015 16:34 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 59 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 82 30-130 06/17/2015 16:34 Phenol-d5 87 30-130 06/17/2015 16:34 Nitrobenzene-d5 70 30-130 06/17/2015 16:34 2-Fluorobiphenyl 74 30-130 06/17/2015 16:34 2,4,6-Tribromophenol 50 16-130 06/17/2015 16:34 4-Terphenyl-d14 76 30-130 06/17/2015 16:34 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 60 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.30 1 06/17/2015 17:05 ND 0.30 1 06/17/2015 17:05 Acetochlor ND 0.30 1 06/17/2015 17:05 Anthracene ND 0.30 1 06/17/2015 17:05 Benzidine ND 1.5 1 06/17/2015 17:05 Benzo anthracene ND 0.30 1 06/17/2015 17:05 Benzo fluoranthene ND 0.30 1 06/17/2015 17:05 Benzo fluoranthene ND 0.30 1 06/17/2015 17:05 Benzo (g,h,i) perylene ND 0.30 1 06/17/2015 17:05 Benzo pyrene ND 0.30 1 06/17/2015 17:05 Benzyl Alcohol ND 1.5 1 06/17/2015 17:05 1,1-Biphenyl ND 0.30 1 06/17/2015 17:05 Bis (2-chloroethoxy) Methane ND 0.30 1 06/17/2015 17:05 Bis (2-chloroethyl) Ether ND 0.30 1 06/17/2015 17:05 Bis (2-chloroisopropyl) Ether ND 0.30 1 06/17/2015 17:05 Bis Adipate ND 0.30 1 06/17/2015 17:05 Bis Phthalate ND 0.30 1 06/17/2015 17:05 4-Bromophenyl Phenyl Ether ND 0.30 1 06/17/2015 17:05 Butylbenzyl Phthalate ND 0.30 1 06/17/2015 17:05 4-Chloroaniline ND 0.60 1 06/17/2015 17:05 ND 0.30 1 06/17/2015 17:05 2-Chloronaphthalene ND 0.30 1 06/17/2015 17:05 2-Chlorophenol ND 0.30 1 06/17/2015 17:05 4-Chlorophenyl Phenyl Ether ND 0.30 1 06/17/2015 17:05 ND 0.30 1 06/17/2015 17:05 Dibenzo (a,h) anthracene ND 0.30 1 06/17/2015 17:05 Dibenzofuran ND 0.30 1 06/17/2015 17:05 Di-n-butyl Phthalate ND 0.30 1 06/17/2015 17:05 1,2-Dichlorobenzene ND 0.30 1 06/17/2015 17:05 1,3-Dichlorobenzene ND 0.30 1 06/17/2015 17:05 1,4-Dichlorobenzene ND 0.30 1 06/17/2015 17:05 3,3-Dichlorobenzidine ND 0.60 1 06/17/2015 17:05 2,4-Dichlorophenol ND 0.30 1 06/17/2015 17:05 Diethyl Phthalate ND 0.30 1 06/17/2015 17:05 ND 0.30 1 06/17/2015 17:05 Dimethyl Phthalate ND 0.30 1 06/17/2015 17:05 ND 1.5 1 06/17/2015 17:05 2,4-Dinitrophenol ND 7.5 1 06/17/2015 17:05 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 61 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.30 1 06/17/2015 17:05 2,6-Dinitrotoluene ND 0.30 1 06/17/2015 17:05 Di-n-octyl Phthalate ND 0.60 1 06/17/2015 17:05 ND 0.30 1 06/17/2015 17:05 Fluoranthene ND 0.30 1 06/17/2015 17:05 Fluorene ND 0.30 1 06/17/2015 17:05 Hexachlorobenzene ND 0.30 1 06/17/2015 17:05 Hexachlorobutadiene ND 0.30 1 06/17/2015 17:05 Hexachlorocyclopentadiene ND 1.5 1 06/17/2015 17:05 Hexachloroethane ND 0.30 1 06/17/2015 17:05 Indeno (1,2,3-cd) pyrene ND 0.30 1 06/17/2015 17:05 Isophorone ND 0.30 1 06/17/2015 17:05 ND 0.30 1 06/17/2015 17:05 (o-Cresol) ND 0.30 1 06/17/2015 17:05 3 & (m,p-Cresol) ND 0.30 1 06/17/2015 17:05 Naphthalene ND 0.30 1 06/17/2015 17:05 2-Nitroaniline ND 1.5 1 06/17/2015 17:05 3-Nitroaniline ND 1.5 1 06/17/2015 17:05 4-Nitroaniline ND 1.5 1 06/17/2015 17:05 Nitrobenzene ND 0.30 1 06/17/2015 17:05 2-Nitrophenol ND 1.5 1 06/17/2015 17:05 4-Nitrophenol ND 1.5 1 06/17/2015 17:05 N-Nitrosodiphenylamine ND 0.30 1 06/17/2015 17:05 N-Nitrosodi-n-propylamine ND 0.30 1 06/17/2015 17:05 Pentachlorophenol ND 1.5 1 06/17/2015 17:05 Phenanthrene ND 0.30 1 06/17/2015 17:05 Phenol ND 0.30 1 06/17/2015 17:05 Pyrene ND 0.30 1 06/17/2015 17:05 1,2,4-Trichlorobenzene ND 0.30 1 06/17/2015 17:05 2,4,5-Trichlorophenol ND 0.30 1 06/17/2015 17:05 2,4,6-Trichlorophenol ND 0.30 1 06/17/2015 17:05 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 62 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 88 30-130 06/17/2015 17:05 Phenol-d5 90 30-130 06/17/2015 17:05 Nitrobenzene-d5 77 30-130 06/17/2015 17:05 2-Fluorobiphenyl 77 30-130 06/17/2015 17:05 2,4,6-Tribromophenol 50 16-130 06/17/2015 17:05 4-Terphenyl-d14 86 30-130 06/17/2015 17:05 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 63 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.26 1 06/17/2015 20:06 ND 0.26 1 06/17/2015 20:06 Acetochlor ND 0.26 1 06/17/2015 20:06 Anthracene ND 0.26 1 06/17/2015 20:06 Benzidine ND 1.3 1 06/17/2015 20:06 Benzo anthracene ND 0.26 1 06/17/2015 20:06 Benzo fluoranthene ND 0.26 1 06/17/2015 20:06 Benzo fluoranthene ND 0.26 1 06/17/2015 20:06 Benzo (g,h,i) perylene ND 0.26 1 06/17/2015 20:06 Benzo pyrene ND 0.26 1 06/17/2015 20:06 Benzyl Alcohol ND 1.3 1 06/17/2015 20:06 1,1-Biphenyl ND 0.26 1 06/17/2015 20:06 Bis (2-chloroethoxy) Methane ND 0.26 1 06/17/2015 20:06 Bis (2-chloroethyl) Ether ND 0.26 1 06/17/2015 20:06 Bis (2-chloroisopropyl) Ether ND 0.26 1 06/17/2015 20:06 Bis Adipate ND 0.26 1 06/17/2015 20:06 Bis Phthalate ND 0.26 1 06/17/2015 20:06 4-Bromophenyl Phenyl Ether ND 0.26 1 06/17/2015 20:06 Butylbenzyl Phthalate ND 0.26 1 06/17/2015 20:06 4-Chloroaniline ND 0.51 1 06/17/2015 20:06 ND 0.26 1 06/17/2015 20:06 2-Chloronaphthalene ND 0.26 1 06/17/2015 20:06 2-Chlorophenol ND 0.26 1 06/17/2015 20:06 4-Chlorophenyl Phenyl Ether ND 0.26 1 06/17/2015 20:06 ND 0.26 1 06/17/2015 20:06 Dibenzo (a,h) anthracene ND 0.26 1 06/17/2015 20:06 Dibenzofuran ND 0.26 1 06/17/2015 20:06 Di-n-butyl Phthalate ND 0.26 1 06/17/2015 20:06 1,2-Dichlorobenzene ND 0.26 1 06/17/2015 20:06 1,3-Dichlorobenzene ND 0.26 1 06/17/2015 20:06 1,4-Dichlorobenzene ND 0.26 1 06/17/2015 20:06 3,3-Dichlorobenzidine ND 0.51 1 06/17/2015 20:06 2,4-Dichlorophenol ND 0.26 1 06/17/2015 20:06 Diethyl Phthalate ND 0.26 1 06/17/2015 20:06 ND 0.26 1 06/17/2015 20:06 Dimethyl Phthalate ND 0.26 1 06/17/2015 20:06 ND 1.3 1 06/17/2015 20:06 2,4-Dinitrophenol ND 6.5 1 06/17/2015 20:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 64 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.26 1 06/17/2015 20:06 2,6-Dinitrotoluene ND 0.26 1 06/17/2015 20:06 Di-n-octyl Phthalate ND 0.51 1 06/17/2015 20:06 ND 0.26 1 06/17/2015 20:06 Fluoranthene ND 0.26 1 06/17/2015 20:06 Fluorene ND 0.26 1 06/17/2015 20:06 Hexachlorobenzene ND 0.26 1 06/17/2015 20:06 Hexachlorobutadiene ND 0.26 1 06/17/2015 20:06 Hexachlorocyclopentadiene ND 1.3 1 06/17/2015 20:06 Hexachloroethane ND 0.26 1 06/17/2015 20:06 Indeno (1,2,3-cd) pyrene ND 0.26 1 06/17/2015 20:06 Isophorone ND 0.26 1 06/17/2015 20:06 ND 0.26 1 06/17/2015 20:06 (o-Cresol) ND 0.26 1 06/17/2015 20:06 3 & (m,p-Cresol) ND 0.26 1 06/17/2015 20:06 Naphthalene ND 0.26 1 06/17/2015 20:06 2-Nitroaniline ND 1.3 1 06/17/2015 20:06 3-Nitroaniline ND 1.3 1 06/17/2015 20:06 4-Nitroaniline ND 1.3 1 06/17/2015 20:06 Nitrobenzene ND 0.26 1 06/17/2015 20:06 2-Nitrophenol ND 1.3 1 06/17/2015 20:06 4-Nitrophenol ND 1.3 1 06/17/2015 20:06 N-Nitrosodiphenylamine ND 0.26 1 06/17/2015 20:06 N-Nitrosodi-n-propylamine ND 0.26 1 06/17/2015 20:06 Pentachlorophenol ND 1.3 1 06/17/2015 20:06 Phenanthrene ND 0.26 1 06/17/2015 20:06 Phenol ND 0.26 1 06/17/2015 20:06 Pyrene ND 0.26 1 06/17/2015 20:06 1,2,4-Trichlorobenzene ND 0.26 1 06/17/2015 20:06 2,4,5-Trichlorophenol ND 0.26 1 06/17/2015 20:06 2,4,6-Trichlorophenol ND 0.26 1 06/17/2015 20:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 65 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 93 30-130 06/17/2015 20:06 Phenol-d5 97 30-130 06/17/2015 20:06 Nitrobenzene-d5 82 30-130 06/17/2015 20:06 2-Fluorobiphenyl 87 30-130 06/17/2015 20:06 2,4,6-Tribromophenol 49 16-130 06/17/2015 20:06 4-Terphenyl-d14 87 30-130 06/17/2015 20:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 66 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.26 1 06/17/2015 21:04 ND 0.26 1 06/17/2015 21:04 Acetochlor ND 0.26 1 06/17/2015 21:04 Anthracene ND 0.26 1 06/17/2015 21:04 Benzidine ND 1.3 1 06/17/2015 21:04 Benzo anthracene ND 0.26 1 06/17/2015 21:04 Benzo fluoranthene ND 0.26 1 06/17/2015 21:04 Benzo fluoranthene ND 0.26 1 06/17/2015 21:04 Benzo (g,h,i) perylene ND 0.26 1 06/17/2015 21:04 Benzo pyrene ND 0.26 1 06/17/2015 21:04 Benzyl Alcohol ND 1.3 1 06/17/2015 21:04 1,1-Biphenyl ND 0.26 1 06/17/2015 21:04 Bis (2-chloroethoxy) Methane ND 0.26 1 06/17/2015 21:04 Bis (2-chloroethyl) Ether ND 0.26 1 06/17/2015 21:04 Bis (2-chloroisopropyl) Ether ND 0.26 1 06/17/2015 21:04 Bis Adipate ND 0.26 1 06/17/2015 21:04 Bis Phthalate ND 0.26 1 06/17/2015 21:04 4-Bromophenyl Phenyl Ether ND 0.26 1 06/17/2015 21:04 Butylbenzyl Phthalate ND 0.26 1 06/17/2015 21:04 4-Chloroaniline ND 0.51 1 06/17/2015 21:04 ND 0.26 1 06/17/2015 21:04 2-Chloronaphthalene ND 0.26 1 06/17/2015 21:04 2-Chlorophenol ND 0.26 1 06/17/2015 21:04 4-Chlorophenyl Phenyl Ether ND 0.26 1 06/17/2015 21:04 ND 0.26 1 06/17/2015 21:04 Dibenzo (a,h) anthracene ND 0.26 1 06/17/2015 21:04 Dibenzofuran ND 0.26 1 06/17/2015 21:04 Di-n-butyl Phthalate ND 0.26 1 06/17/2015 21:04 1,2-Dichlorobenzene ND 0.26 1 06/17/2015 21:04 1,3-Dichlorobenzene ND 0.26 1 06/17/2015 21:04 1,4-Dichlorobenzene ND 0.26 1 06/17/2015 21:04 3,3-Dichlorobenzidine ND 0.51 1 06/17/2015 21:04 2,4-Dichlorophenol ND 0.26 1 06/17/2015 21:04 Diethyl Phthalate ND 0.26 1 06/17/2015 21:04 ND 0.26 1 06/17/2015 21:04 Dimethyl Phthalate ND 0.26 1 06/17/2015 21:04 ND 1.3 1 06/17/2015 21:04 2,4-Dinitrophenol ND 6.4 1 06/17/2015 21:04 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 67 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.26 1 06/17/2015 21:04 2,6-Dinitrotoluene ND 0.26 1 06/17/2015 21:04 Di-n-octyl Phthalate ND 0.51 1 06/17/2015 21:04 ND 0.26 1 06/17/2015 21:04 Fluoranthene ND 0.26 1 06/17/2015 21:04 Fluorene ND 0.26 1 06/17/2015 21:04 Hexachlorobenzene ND 0.26 1 06/17/2015 21:04 Hexachlorobutadiene ND 0.26 1 06/17/2015 21:04 Hexachlorocyclopentadiene ND 1.3 1 06/17/2015 21:04 Hexachloroethane ND 0.26 1 06/17/2015 21:04 Indeno (1,2,3-cd) pyrene ND 0.26 1 06/17/2015 21:04 Isophorone ND 0.26 1 06/17/2015 21:04 ND 0.26 1 06/17/2015 21:04 (o-Cresol) ND 0.26 1 06/17/2015 21:04 3 & (m,p-Cresol) ND 0.26 1 06/17/2015 21:04 Naphthalene ND 0.26 1 06/17/2015 21:04 2-Nitroaniline ND 1.3 1 06/17/2015 21:04 3-Nitroaniline ND 1.3 1 06/17/2015 21:04 4-Nitroaniline ND 1.3 1 06/17/2015 21:04 Nitrobenzene ND 0.26 1 06/17/2015 21:04 2-Nitrophenol ND 1.3 1 06/17/2015 21:04 4-Nitrophenol ND 1.3 1 06/17/2015 21:04 N-Nitrosodiphenylamine ND 0.26 1 06/17/2015 21:04 N-Nitrosodi-n-propylamine ND 0.26 1 06/17/2015 21:04 Pentachlorophenol ND 1.3 1 06/17/2015 21:04 Phenanthrene ND 0.26 1 06/17/2015 21:04 Phenol ND 0.26 1 06/17/2015 21:04 Pyrene ND 0.26 1 06/17/2015 21:04 1,2,4-Trichlorobenzene ND 0.26 1 06/17/2015 21:04 2,4,5-Trichlorophenol ND 0.26 1 06/17/2015 21:04 2,4,6-Trichlorophenol ND 0.26 1 06/17/2015 21:04 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 68 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 82 30-130 06/17/2015 21:04 Phenol-d5 85 30-130 06/17/2015 21:04 Nitrobenzene-d5 73 30-130 06/17/2015 21:04 2-Fluorobiphenyl 75 30-130 06/17/2015 21:04 2,4,6-Tribromophenol 44 16-130 06/17/2015 21:04 4-Terphenyl-d14 78 30-130 06/17/2015 21:04 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 69 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.28 1 06/17/2015 18:36 ND 0.28 1 06/17/2015 18:36 Acetochlor ND 0.28 1 06/17/2015 18:36 Anthracene ND 0.28 1 06/17/2015 18:36 Benzidine ND 1.4 1 06/17/2015 18:36 Benzo anthracene ND 0.28 1 06/17/2015 18:36 Benzo fluoranthene ND 0.28 1 06/17/2015 18:36 Benzo fluoranthene ND 0.28 1 06/17/2015 18:36 Benzo (g,h,i) perylene ND 0.28 1 06/17/2015 18:36 Benzo pyrene ND 0.28 1 06/17/2015 18:36 Benzyl Alcohol ND 1.4 1 06/17/2015 18:36 1,1-Biphenyl ND 0.28 1 06/17/2015 18:36 Bis (2-chloroethoxy) Methane ND 0.28 1 06/17/2015 18:36 Bis (2-chloroethyl) Ether ND 0.28 1 06/17/2015 18:36 Bis (2-chloroisopropyl) Ether ND 0.28 1 06/17/2015 18:36 Bis Adipate ND 0.28 1 06/17/2015 18:36 Bis Phthalate ND 0.28 1 06/17/2015 18:36 4-Bromophenyl Phenyl Ether ND 0.28 1 06/17/2015 18:36 Butylbenzyl Phthalate ND 0.28 1 06/17/2015 18:36 4-Chloroaniline ND 0.56 1 06/17/2015 18:36 ND 0.28 1 06/17/2015 18:36 2-Chloronaphthalene ND 0.28 1 06/17/2015 18:36 2-Chlorophenol ND 0.28 1 06/17/2015 18:36 4-Chlorophenyl Phenyl Ether ND 0.28 1 06/17/2015 18:36 ND 0.28 1 06/17/2015 18:36 Dibenzo (a,h) anthracene ND 0.28 1 06/17/2015 18:36 Dibenzofuran ND 0.28 1 06/17/2015 18:36 Di-n-butyl Phthalate ND 0.28 1 06/17/2015 18:36 1,2-Dichlorobenzene ND 0.28 1 06/17/2015 18:36 1,3-Dichlorobenzene ND 0.28 1 06/17/2015 18:36 1,4-Dichlorobenzene ND 0.28 1 06/17/2015 18:36 3,3-Dichlorobenzidine ND 0.56 1 06/17/2015 18:36 2,4-Dichlorophenol ND 0.28 1 06/17/2015 18:36 Diethyl Phthalate ND 0.28 1 06/17/2015 18:36 ND 0.28 1 06/17/2015 18:36 Dimethyl Phthalate ND 0.28 1 06/17/2015 18:36 ND 1.4 1 06/17/2015 18:36 2,4-Dinitrophenol ND 7.0 1 06/17/2015 18:36 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 70 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.28 1 06/17/2015 18:36 2,6-Dinitrotoluene ND 0.28 1 06/17/2015 18:36 Di-n-octyl Phthalate ND 0.56 1 06/17/2015 18:36 ND 0.28 1 06/17/2015 18:36 Fluoranthene ND 0.28 1 06/17/2015 18:36 Fluorene ND 0.28 1 06/17/2015 18:36 Hexachlorobenzene ND 0.28 1 06/17/2015 18:36 Hexachlorobutadiene ND 0.28 1 06/17/2015 18:36 Hexachlorocyclopentadiene ND 1.4 1 06/17/2015 18:36 Hexachloroethane ND 0.28 1 06/17/2015 18:36 Indeno (1,2,3-cd) pyrene ND 0.28 1 06/17/2015 18:36 Isophorone ND 0.28 1 06/17/2015 18:36 ND 0.28 1 06/17/2015 18:36 (o-Cresol) ND 0.28 1 06/17/2015 18:36 3 & (m,p-Cresol) ND 0.28 1 06/17/2015 18:36 Naphthalene ND 0.28 1 06/17/2015 18:36 2-Nitroaniline ND 1.4 1 06/17/2015 18:36 3-Nitroaniline ND 1.4 1 06/17/2015 18:36 4-Nitroaniline ND 1.4 1 06/17/2015 18:36 Nitrobenzene ND 0.28 1 06/17/2015 18:36 2-Nitrophenol ND 1.4 1 06/17/2015 18:36 4-Nitrophenol ND 1.4 1 06/17/2015 18:36 N-Nitrosodiphenylamine ND 0.28 1 06/17/2015 18:36 N-Nitrosodi-n-propylamine ND 0.28 1 06/17/2015 18:36 Pentachlorophenol ND 1.4 1 06/17/2015 18:36 Phenanthrene ND 0.28 1 06/17/2015 18:36 Phenol 0.41 0.28 1 06/17/2015 18:36 Pyrene ND 0.28 1 06/17/2015 18:36 1,2,4-Trichlorobenzene ND 0.28 1 06/17/2015 18:36 2,4,5-Trichlorophenol ND 0.28 1 06/17/2015 18:36 2,4,6-Trichlorophenol ND 0.28 1 06/17/2015 18:36 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 71 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 89 30-130 06/17/2015 18:36 Phenol-d5 94 30-130 06/17/2015 18:36 Nitrobenzene-d5 78 30-130 06/17/2015 18:36 2-Fluorobiphenyl 81 30-130 06/17/2015 18:36 2,4,6-Tribromophenol 46 16-130 06/17/2015 18:36 4-Terphenyl-d14 80 30-130 06/17/2015 18:36 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 72 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.26 1 06/17/2015 19:37 ND 0.26 1 06/17/2015 19:37 Acetochlor ND 0.26 1 06/17/2015 19:37 Anthracene ND 0.26 1 06/17/2015 19:37 Benzidine ND 1.4 1 06/17/2015 19:37 Benzo anthracene ND 0.26 1 06/17/2015 19:37 Benzo fluoranthene ND 0.26 1 06/17/2015 19:37 Benzo fluoranthene ND 0.26 1 06/17/2015 19:37 Benzo (g,h,i) perylene ND 0.26 1 06/17/2015 19:37 Benzo pyrene ND 0.26 1 06/17/2015 19:37 Benzyl Alcohol ND 1.4 1 06/17/2015 19:37 1,1-Biphenyl ND 0.26 1 06/17/2015 19:37 Bis (2-chloroethoxy) Methane ND 0.26 1 06/17/2015 19:37 Bis (2-chloroethyl) Ether ND 0.26 1 06/17/2015 19:37 Bis (2-chloroisopropyl) Ether ND 0.26 1 06/17/2015 19:37 Bis Adipate ND 0.26 1 06/17/2015 19:37 Bis Phthalate ND 0.26 1 06/17/2015 19:37 4-Bromophenyl Phenyl Ether ND 0.26 1 06/17/2015 19:37 Butylbenzyl Phthalate ND 0.26 1 06/17/2015 19:37 4-Chloroaniline ND 0.53 1 06/17/2015 19:37 ND 0.26 1 06/17/2015 19:37 2-Chloronaphthalene ND 0.26 1 06/17/2015 19:37 2-Chlorophenol ND 0.26 1 06/17/2015 19:37 4-Chlorophenyl Phenyl Ether ND 0.26 1 06/17/2015 19:37 ND 0.26 1 06/17/2015 19:37 Dibenzo (a,h) anthracene ND 0.26 1 06/17/2015 19:37 Dibenzofuran ND 0.26 1 06/17/2015 19:37 Di-n-butyl Phthalate ND 0.26 1 06/17/2015 19:37 1,2-Dichlorobenzene ND 0.26 1 06/17/2015 19:37 1,3-Dichlorobenzene ND 0.26 1 06/17/2015 19:37 1,4-Dichlorobenzene ND 0.26 1 06/17/2015 19:37 3,3-Dichlorobenzidine ND 0.53 1 06/17/2015 19:37 2,4-Dichlorophenol ND 0.26 1 06/17/2015 19:37 Diethyl Phthalate ND 0.26 1 06/17/2015 19:37 ND 0.26 1 06/17/2015 19:37 Dimethyl Phthalate ND 0.26 1 06/17/2015 19:37 ND 1.4 1 06/17/2015 19:37 2,4-Dinitrophenol ND 6.7 1 06/17/2015 19:37 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 73 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.26 1 06/17/2015 19:37 2,6-Dinitrotoluene ND 0.26 1 06/17/2015 19:37 Di-n-octyl Phthalate ND 0.53 1 06/17/2015 19:37 ND 0.26 1 06/17/2015 19:37 Fluoranthene ND 0.26 1 06/17/2015 19:37 Fluorene ND 0.26 1 06/17/2015 19:37 Hexachlorobenzene ND 0.26 1 06/17/2015 19:37 Hexachlorobutadiene ND 0.26 1 06/17/2015 19:37 Hexachlorocyclopentadiene ND 1.4 1 06/17/2015 19:37 Hexachloroethane ND 0.26 1 06/17/2015 19:37 Indeno (1,2,3-cd) pyrene ND 0.26 1 06/17/2015 19:37 Isophorone ND 0.26 1 06/17/2015 19:37 ND 0.26 1 06/17/2015 19:37 (o-Cresol) ND 0.26 1 06/17/2015 19:37 3 & (m,p-Cresol) ND 0.26 1 06/17/2015 19:37 Naphthalene ND 0.26 1 06/17/2015 19:37 2-Nitroaniline ND 1.4 1 06/17/2015 19:37 3-Nitroaniline ND 1.4 1 06/17/2015 19:37 4-Nitroaniline ND 1.4 1 06/17/2015 19:37 Nitrobenzene ND 0.26 1 06/17/2015 19:37 2-Nitrophenol ND 1.4 1 06/17/2015 19:37 4-Nitrophenol ND 1.4 1 06/17/2015 19:37 N-Nitrosodiphenylamine ND 0.26 1 06/17/2015 19:37 N-Nitrosodi-n-propylamine ND 0.26 1 06/17/2015 19:37 Pentachlorophenol ND 1.4 1 06/17/2015 19:37 Phenanthrene ND 0.26 1 06/17/2015 19:37 Phenol ND 0.26 1 06/17/2015 19:37 Pyrene ND 0.26 1 06/17/2015 19:37 1,2,4-Trichlorobenzene ND 0.26 1 06/17/2015 19:37 2,4,5-Trichlorophenol ND 0.26 1 06/17/2015 19:37 2,4,6-Trichlorophenol ND 0.26 1 06/17/2015 19:37 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 74 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 88 30-130 06/17/2015 19:37 Phenol-d5 91 30-130 06/17/2015 19:37 Nitrobenzene-d5 76 30-130 06/17/2015 19:37 2-Fluorobiphenyl 78 30-130 06/17/2015 19:37 2,4,6-Tribromophenol 49 16-130 06/17/2015 19:37 4-Terphenyl-d14 81 30-130 06/17/2015 19:37 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 75 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.26 1 06/17/2015 20:36 ND 0.26 1 06/17/2015 20:36 Acetochlor ND 0.26 1 06/17/2015 20:36 Anthracene ND 0.26 1 06/17/2015 20:36 Benzidine ND 1.3 1 06/17/2015 20:36 Benzo anthracene ND 0.26 1 06/17/2015 20:36 Benzo fluoranthene ND 0.26 1 06/17/2015 20:36 Benzo fluoranthene ND 0.26 1 06/17/2015 20:36 Benzo (g,h,i) perylene ND 0.26 1 06/17/2015 20:36 Benzo pyrene ND 0.26 1 06/17/2015 20:36 Benzyl Alcohol ND 1.3 1 06/17/2015 20:36 1,1-Biphenyl ND 0.26 1 06/17/2015 20:36 Bis (2-chloroethoxy) Methane ND 0.26 1 06/17/2015 20:36 Bis (2-chloroethyl) Ether ND 0.26 1 06/17/2015 20:36 Bis (2-chloroisopropyl) Ether ND 0.26 1 06/17/2015 20:36 Bis Adipate ND 0.26 1 06/17/2015 20:36 Bis Phthalate ND 0.26 1 06/17/2015 20:36 4-Bromophenyl Phenyl Ether ND 0.26 1 06/17/2015 20:36 Butylbenzyl Phthalate ND 0.26 1 06/17/2015 20:36 4-Chloroaniline ND 0.52 1 06/17/2015 20:36 ND 0.26 1 06/17/2015 20:36 2-Chloronaphthalene ND 0.26 1 06/17/2015 20:36 2-Chlorophenol ND 0.26 1 06/17/2015 20:36 4-Chlorophenyl Phenyl Ether ND 0.26 1 06/17/2015 20:36 ND 0.26 1 06/17/2015 20:36 Dibenzo (a,h) anthracene ND 0.26 1 06/17/2015 20:36 Dibenzofuran ND 0.26 1 06/17/2015 20:36 Di-n-butyl Phthalate ND 0.26 1 06/17/2015 20:36 1,2-Dichlorobenzene ND 0.26 1 06/17/2015 20:36 1,3-Dichlorobenzene ND 0.26 1 06/17/2015 20:36 1,4-Dichlorobenzene ND 0.26 1 06/17/2015 20:36 3,3-Dichlorobenzidine ND 0.52 1 06/17/2015 20:36 2,4-Dichlorophenol ND 0.26 1 06/17/2015 20:36 Diethyl Phthalate ND 0.26 1 06/17/2015 20:36 ND 0.26 1 06/17/2015 20:36 Dimethyl Phthalate ND 0.26 1 06/17/2015 20:36 ND 1.3 1 06/17/2015 20:36 2,4-Dinitrophenol ND 6.5 1 06/17/2015 20:36 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 76 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.26 1 06/17/2015 20:36 2,6-Dinitrotoluene ND 0.26 1 06/17/2015 20:36 Di-n-octyl Phthalate ND 0.52 1 06/17/2015 20:36 ND 0.26 1 06/17/2015 20:36 Fluoranthene ND 0.26 1 06/17/2015 20:36 Fluorene ND 0.26 1 06/17/2015 20:36 Hexachlorobenzene ND 0.26 1 06/17/2015 20:36 Hexachlorobutadiene ND 0.26 1 06/17/2015 20:36 Hexachlorocyclopentadiene ND 1.3 1 06/17/2015 20:36 Hexachloroethane ND 0.26 1 06/17/2015 20:36 Indeno (1,2,3-cd) pyrene ND 0.26 1 06/17/2015 20:36 Isophorone ND 0.26 1 06/17/2015 20:36 ND 0.26 1 06/17/2015 20:36 (o-Cresol) ND 0.26 1 06/17/2015 20:36 3 & (m,p-Cresol) ND 0.26 1 06/17/2015 20:36 Naphthalene ND 0.26 1 06/17/2015 20:36 2-Nitroaniline ND 1.3 1 06/17/2015 20:36 3-Nitroaniline ND 1.3 1 06/17/2015 20:36 4-Nitroaniline ND 1.3 1 06/17/2015 20:36 Nitrobenzene ND 0.26 1 06/17/2015 20:36 2-Nitrophenol ND 1.3 1 06/17/2015 20:36 4-Nitrophenol ND 1.3 1 06/17/2015 20:36 N-Nitrosodiphenylamine ND 0.26 1 06/17/2015 20:36 N-Nitrosodi-n-propylamine ND 0.26 1 06/17/2015 20:36 Pentachlorophenol ND 1.3 1 06/17/2015 20:36 Phenanthrene ND 0.26 1 06/17/2015 20:36 Phenol ND 0.26 1 06/17/2015 20:36 Pyrene ND 0.26 1 06/17/2015 20:36 1,2,4-Trichlorobenzene ND 0.26 1 06/17/2015 20:36 2,4,5-Trichlorophenol ND 0.26 1 06/17/2015 20:36 2,4,6-Trichlorophenol ND 0.26 1 06/17/2015 20:36 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 77 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 99 30-130 06/17/2015 20:36 Phenol-d5 102 30-130 06/17/2015 20:36 Nitrobenzene-d5 87 30-130 06/17/2015 20:36 2-Fluorobiphenyl 89 30-130 06/17/2015 20:36 2,4,6-Tribromophenol 51 16-130 06/17/2015 20:36 4-Terphenyl-d14 86 30-130 06/17/2015 20:36 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 78 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Acenaphthene ND 0.28 1 06/17/2015 19:06 ND 0.28 1 06/17/2015 19:06 Acetochlor ND 0.28 1 06/17/2015 19:06 Anthracene ND 0.28 1 06/17/2015 19:06 Benzidine ND 1.5 1 06/17/2015 19:06 Benzo anthracene ND 0.28 1 06/17/2015 19:06 Benzo fluoranthene ND 0.28 1 06/17/2015 19:06 Benzo fluoranthene ND 0.28 1 06/17/2015 19:06 Benzo (g,h,i) perylene ND 0.28 1 06/17/2015 19:06 Benzo pyrene ND 0.28 1 06/17/2015 19:06 Benzyl Alcohol ND 1.5 1 06/17/2015 19:06 1,1-Biphenyl ND 0.28 1 06/17/2015 19:06 Bis (2-chloroethoxy) Methane ND 0.28 1 06/17/2015 19:06 Bis (2-chloroethyl) Ether ND 0.28 1 06/17/2015 19:06 Bis (2-chloroisopropyl) Ether ND 0.28 1 06/17/2015 19:06 Bis Adipate ND 0.28 1 06/17/2015 19:06 Bis Phthalate ND 0.28 1 06/17/2015 19:06 4-Bromophenyl Phenyl Ether ND 0.28 1 06/17/2015 19:06 Butylbenzyl Phthalate ND 0.28 1 06/17/2015 19:06 4-Chloroaniline ND 0.56 1 06/17/2015 19:06 ND 0.28 1 06/17/2015 19:06 2-Chloronaphthalene ND 0.28 1 06/17/2015 19:06 2-Chlorophenol ND 0.28 1 06/17/2015 19:06 4-Chlorophenyl Phenyl Ether ND 0.28 1 06/17/2015 19:06 ND 0.28 1 06/17/2015 19:06 Dibenzo (a,h) anthracene ND 0.28 1 06/17/2015 19:06 Dibenzofuran ND 0.28 1 06/17/2015 19:06 Di-n-butyl Phthalate ND 0.28 1 06/17/2015 19:06 1,2-Dichlorobenzene ND 0.28 1 06/17/2015 19:06 1,3-Dichlorobenzene ND 0.28 1 06/17/2015 19:06 1,4-Dichlorobenzene ND 0.28 1 06/17/2015 19:06 3,3-Dichlorobenzidine ND 0.56 1 06/17/2015 19:06 2,4-Dichlorophenol ND 0.28 1 06/17/2015 19:06 Diethyl Phthalate ND 0.28 1 06/17/2015 19:06 ND 0.28 1 06/17/2015 19:06 Dimethyl Phthalate ND 0.28 1 06/17/2015 19:06 ND 1.5 1 06/17/2015 19:06 2,4-Dinitrophenol ND 7.1 1 06/17/2015 19:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 79 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID 2,4-Dinitrotoluene ND 0.28 1 06/17/2015 19:06 2,6-Dinitrotoluene ND 0.28 1 06/17/2015 19:06 Di-n-octyl Phthalate ND 0.56 1 06/17/2015 19:06 ND 0.28 1 06/17/2015 19:06 Fluoranthene ND 0.28 1 06/17/2015 19:06 Fluorene ND 0.28 1 06/17/2015 19:06 Hexachlorobenzene ND 0.28 1 06/17/2015 19:06 Hexachlorobutadiene ND 0.28 1 06/17/2015 19:06 Hexachlorocyclopentadiene ND 1.5 1 06/17/2015 19:06 Hexachloroethane ND 0.28 1 06/17/2015 19:06 Indeno (1,2,3-cd) pyrene ND 0.28 1 06/17/2015 19:06 Isophorone ND 0.28 1 06/17/2015 19:06 ND 0.28 1 06/17/2015 19:06 (o-Cresol) ND 0.28 1 06/17/2015 19:06 3 & (m,p-Cresol) ND 0.28 1 06/17/2015 19:06 Naphthalene ND 0.28 1 06/17/2015 19:06 2-Nitroaniline ND 1.5 1 06/17/2015 19:06 3-Nitroaniline ND 1.5 1 06/17/2015 19:06 4-Nitroaniline ND 1.5 1 06/17/2015 19:06 Nitrobenzene ND 0.28 1 06/17/2015 19:06 2-Nitrophenol ND 1.5 1 06/17/2015 19:06 4-Nitrophenol ND 1.5 1 06/17/2015 19:06 N-Nitrosodiphenylamine ND 0.28 1 06/17/2015 19:06 N-Nitrosodi-n-propylamine ND 0.28 1 06/17/2015 19:06 Pentachlorophenol ND 1.5 1 06/17/2015 19:06 Phenanthrene ND 0.28 1 06/17/2015 19:06 Phenol 0.57 0.28 1 06/17/2015 19:06 Pyrene ND 0.28 1 06/17/2015 19:06 1,2,4-Trichlorobenzene ND 0.28 1 06/17/2015 19:06 2,4,5-Trichlorophenol ND 0.28 1 06/17/2015 19:06 2,4,6-Trichlorophenol ND 0.28 1 06/17/2015 19:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 80 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/17/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8270C Unit: mg/Kg-dry Semi-Volatile Organics by GC/MS (Basic Target List) B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC17 106458 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Surrogates REC Limits Analytical Comments: i1 Analyst(s): HK 2-Fluorophenol 88 30-130 06/17/2015 19:06 Phenol-d5 91 30-130 06/17/2015 19:06 Nitrobenzene-d5 77 30-130 06/17/2015 19:06 2-Fluorobiphenyl 79 30-130 06/17/2015 19:06 2,4,6-Tribromophenol 48 16-130 06/17/2015 19:06 4-Terphenyl-d14 82 30-130 06/17/2015 19:06 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 81 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 ICP-MS2 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.54 1 06/18/2015 12:32 Arsenic 3.3 0.54 1 06/18/2015 12:32 Barium 140 5.4 1 06/18/2015 12:32 Beryllium ND 0.54 1 06/18/2015 12:32 Cadmium ND 0.27 1 06/18/2015 12:32 Chromium 54 0.54 1 06/18/2015 12:32 Cobalt 9.7 0.54 1 06/18/2015 12:32 Copper 20 0.54 1 06/18/2015 12:32 Lead 4.7 0.54 1 06/18/2015 12:32 Mercury ND 0.054 1 06/18/2015 12:32 Molybdenum 0.54 0.54 1 06/18/2015 12:32 Nickel 43 0.54 1 06/18/2015 12:32 Selenium ND 0.54 1 06/18/2015 12:32 Silver ND 0.54 1 06/18/2015 12:32 Thallium ND 0.54 1 06/18/2015 12:32 Vanadium 59 0.54 1 06/18/2015 12:32 Zinc 48 5.4 1 06/18/2015 12:32 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DVH Terbium 110 70-130 06/18/2015 12:32 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 82 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 ICP-MS2 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.62 1 06/18/2015 12:38 Arsenic 2.1 0.62 1 06/18/2015 12:38 Barium 190 6.2 1 06/18/2015 12:38 Beryllium ND 0.62 1 06/18/2015 12:38 Cadmium ND 0.31 1 06/18/2015 12:38 Chromium 8.8 0.62 1 06/18/2015 12:38 Cobalt 8.1 0.62 1 06/18/2015 12:38 Copper 12 0.62 1 06/18/2015 12:38 Lead 3.5 0.62 1 06/18/2015 12:38 Mercury ND 0.062 1 06/18/2015 12:38 Molybdenum ND 0.62 1 06/18/2015 12:38 Nickel 7.4 0.62 1 06/18/2015 12:38 Selenium ND 0.62 1 06/18/2015 12:38 Silver ND 0.62 1 06/18/2015 12:38 Thallium ND 0.62 1 06/18/2015 12:38 Vanadium 51 0.62 1 06/18/2015 12:38 Zinc 68 6.2 1 06/18/2015 12:38 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DVH Terbium 107 70-130 06/18/2015 12:38 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 83 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 ICP-MS2 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.54 1 06/18/2015 12:44 Arsenic 2.5 0.54 1 06/18/2015 12:44 Barium 64 5.4 1 06/18/2015 12:44 Beryllium ND 0.54 1 06/18/2015 12:44 Cadmium ND 0.27 1 06/18/2015 12:44 Chromium 27 0.54 1 06/18/2015 12:44 Cobalt 8.1 0.54 1 06/18/2015 12:44 Copper 14 0.54 1 06/18/2015 12:44 Lead 2.7 0.54 1 06/18/2015 12:44 Mercury ND 0.054 1 06/18/2015 12:44 Molybdenum ND 0.54 1 06/18/2015 12:44 Nickel 45 0.54 1 06/18/2015 12:44 Selenium ND 0.54 1 06/18/2015 12:44 Silver ND 0.54 1 06/18/2015 12:44 Thallium ND 0.54 1 06/18/2015 12:44 Vanadium 45 0.54 1 06/18/2015 12:44 Zinc 35 5.4 1 06/18/2015 12:44 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DVH Terbium 108 70-130 06/18/2015 12:44 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 84 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 ICP-MS1 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.60 1 06/18/2015 17:49 Arsenic 2.0 0.60 1 06/18/2015 17:49 Barium 110 6.0 1 06/18/2015 17:49 Beryllium ND 0.60 1 06/18/2015 17:49 Cadmium ND 0.30 1 06/18/2015 17:49 Chromium 8.5 0.60 1 06/18/2015 17:49 Cobalt 5.6 0.60 1 06/18/2015 17:49 Copper 8.7 0.60 1 06/18/2015 17:49 Lead 2.4 0.60 1 06/18/2015 17:49 Mercury ND 0.060 1 06/18/2015 17:49 Molybdenum ND 0.60 1 06/18/2015 17:49 Nickel 6.3 0.60 1 06/18/2015 17:49 Selenium ND 0.60 1 06/18/2015 17:49 Silver ND 0.60 1 06/18/2015 17:49 Thallium ND 0.60 1 06/18/2015 17:49 Vanadium 40 0.60 1 06/18/2015 17:49 Zinc 47 6.0 1 06/18/2015 17:49 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DVH Terbium 102 70-130 06/18/2015 17:49 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 85 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 ICP-MS1 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.51 1 06/18/2015 17:55 Arsenic 3.3 0.51 1 06/18/2015 17:55 Barium 120 5.1 1 06/18/2015 17:55 Beryllium ND 0.51 1 06/18/2015 17:55 Cadmium ND 0.26 1 06/18/2015 17:55 Chromium 26 0.51 1 06/18/2015 17:55 Cobalt 6.5 0.51 1 06/18/2015 17:55 Copper 14 0.51 1 06/18/2015 17:55 Lead 5.4 0.51 1 06/18/2015 17:55 Mercury ND 0.051 1 06/18/2015 17:55 Molybdenum ND 0.51 1 06/18/2015 17:55 Nickel 29 0.51 1 06/18/2015 17:55 Selenium ND 0.51 1 06/18/2015 17:55 Silver ND 0.51 1 06/18/2015 17:55 Thallium ND 0.51 1 06/18/2015 17:55 Vanadium 40 0.51 1 06/18/2015 17:55 Zinc 37 5.1 1 06/18/2015 17:55 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DVH Terbium 105 70-130 06/18/2015 17:55 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 86 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 ICP-MS1 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.51 1 06/18/2015 18:01 Arsenic 1.2 0.51 1 06/18/2015 18:01 Barium 25 5.1 1 06/18/2015 18:01 Beryllium ND 0.51 1 06/18/2015 18:01 Cadmium ND 0.26 1 06/18/2015 18:01 Chromium 4.7 0.51 1 06/18/2015 18:01 Cobalt 2.1 0.51 1 06/18/2015 18:01 Copper 3.7 0.51 1 06/18/2015 18:01 Lead 1.0 0.51 1 06/18/2015 18:01 Mercury ND 0.051 1 06/18/2015 18:01 Molybdenum ND 0.51 1 06/18/2015 18:01 Nickel 6.4 0.51 1 06/18/2015 18:01 Selenium ND 0.51 1 06/18/2015 18:01 Silver ND 0.51 1 06/18/2015 18:01 Thallium ND 0.51 1 06/18/2015 18:01 Vanadium 17 0.51 1 06/18/2015 18:01 Zinc 13 5.1 1 06/18/2015 18:01 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DVH Terbium 92 70-130 06/18/2015 18:01 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 87 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 ICP-MS1 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.56 1 06/18/2015 18:20 Arsenic 2.7 0.56 1 06/18/2015 18:20 Barium 70 5.6 1 06/18/2015 18:20 Beryllium ND 0.56 1 06/18/2015 18:20 Cadmium ND 0.28 1 06/18/2015 18:20 Chromium 6.3 0.56 1 06/18/2015 18:20 Cobalt 3.8 0.56 1 06/18/2015 18:20 Copper 6.9 0.56 1 06/18/2015 18:20 Lead 1.9 0.56 1 06/18/2015 18:20 Mercury ND 0.056 1 06/18/2015 18:20 Molybdenum ND 0.56 1 06/18/2015 18:20 Nickel 5.0 0.56 1 06/18/2015 18:20 Selenium ND 0.56 1 06/18/2015 18:20 Silver ND 0.56 1 06/18/2015 18:20 Thallium ND 0.56 1 06/18/2015 18:20 Vanadium 33 0.56 1 06/18/2015 18:20 Zinc 27 5.6 1 06/18/2015 18:20 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DB Terbium 88 70-130 06/18/2015 18:20 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 88 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 ICP-MS1 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.53 1 06/18/2015 18:27 Arsenic 2.1 0.53 1 06/18/2015 18:27 Barium 64 5.3 1 06/18/2015 18:27 Beryllium ND 0.53 1 06/18/2015 18:27 Cadmium ND 0.26 1 06/18/2015 18:27 Chromium 23 0.53 1 06/18/2015 18:27 Cobalt 6.0 0.53 1 06/18/2015 18:27 Copper 11 0.53 1 06/18/2015 18:27 Lead 2.3 0.53 1 06/18/2015 18:27 Mercury ND 0.053 1 06/18/2015 18:27 Molybdenum ND 0.53 1 06/18/2015 18:27 Nickel 28 0.53 1 06/18/2015 18:27 Selenium ND 0.53 1 06/18/2015 18:27 Silver ND 0.53 1 06/18/2015 18:27 Thallium ND 0.53 1 06/18/2015 18:27 Vanadium 36 0.53 1 06/18/2015 18:27 Zinc 28 5.3 1 06/18/2015 18:27 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DB Terbium 101 70-130 06/18/2015 18:27 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 89 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 ICP-MS1 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.52 1 06/18/2015 18:33 Arsenic 1.4 0.52 1 06/18/2015 18:33 Barium 24 5.2 1 06/18/2015 18:33 Beryllium ND 0.52 1 06/18/2015 18:33 Cadmium ND 0.26 1 06/18/2015 18:33 Chromium 4.9 0.52 1 06/18/2015 18:33 Cobalt 2.2 0.52 1 06/18/2015 18:33 Copper 3.4 0.52 1 06/18/2015 18:33 Lead 0.88 0.52 1 06/18/2015 18:33 Mercury ND 0.052 1 06/18/2015 18:33 Molybdenum ND 0.52 1 06/18/2015 18:33 Nickel 7.7 0.52 1 06/18/2015 18:33 Selenium ND 0.52 1 06/18/2015 18:33 Silver ND 0.52 1 06/18/2015 18:33 Thallium ND 0.52 1 06/18/2015 18:33 Vanadium 15 0.52 1 06/18/2015 18:33 Zinc 11 5.2 1 06/18/2015 18:33 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DB Terbium 96 70-130 06/18/2015 18:33 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 90 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3050B Analytical Method: SW6020 Unit: mg/Kg-dry CAM / CCR 17 Metals B4@17-19' 1506698-010A Soil 06/10/2015 12:00 ICP-MS1 106372 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Antimony ND 0.56 1 06/18/2015 18:39 Arsenic 1.5 0.56 1 06/18/2015 18:39 Barium 52 5.6 1 06/18/2015 18:39 Beryllium ND 0.56 1 06/18/2015 18:39 Cadmium ND 0.28 1 06/18/2015 18:39 Chromium 5.1 0.56 1 06/18/2015 18:39 Cobalt 3.1 0.56 1 06/18/2015 18:39 Copper 5.2 0.56 1 06/18/2015 18:39 Lead 1.2 0.56 1 06/18/2015 18:39 Mercury ND 0.056 1 06/18/2015 18:39 Molybdenum ND 0.56 1 06/18/2015 18:39 Nickel 3.4 0.56 1 06/18/2015 18:39 Selenium ND 0.56 1 06/18/2015 18:39 Silver ND 0.56 1 06/18/2015 18:39 Thallium ND 0.56 1 06/18/2015 18:39 Vanadium 30 0.56 1 06/18/2015 18:39 Zinc 22 5.6 1 06/18/2015 18:39 Surrogates REC Limits Analytical Comments: i1 Analyst(s): DB Terbium 97 70-130 06/18/2015 18:39 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 91 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/18/15 WorkOrder: 1506698 Extraction Method: ASTMD2216-92 Analytical Method: ASTMD2216-92 Unit: wet wt% Percent Moisture B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 6.74 0.178 06/19/2015 14:00 Analyst(s): AL B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 19.4 0.158 06/19/2015 14:10 Analyst(s): AL B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 7.20 0.159 06/19/2015 14:15 Analyst(s): AL B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 16.0 0.119 06/19/2015 14:20 Analyst(s): AL Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 92 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/18/15 WorkOrder: 1506698 Extraction Method: ASTMD2216-92 Analytical Method: ASTMD2216-92 Unit: wet wt% Percent Moisture B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 2.42 0.171 06/19/2015 14:25 Analyst(s): AL B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 2.24 0.154 06/19/2015 14:30 Analyst(s): AL B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 9.93 0.159 06/19/2015 14:35 Analyst(s): AL B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 5.29 0.141 06/19/2015 14:40 Analyst(s): AL Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 93 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/18/15 WorkOrder: 1506698 Extraction Method: ASTMD2216-92 Analytical Method: ASTMD2216-92 Unit: wet wt% Percent Moisture B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 3.39 0.153 06/19/2015 14:45 Analyst(s): AL B4@17-19' 1506698-010A Soil 06/10/2015 12:00 WetChem 106593 Analytes Result Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID % Moisture 10.7 0.132 06/19/2015 14:50 Analyst(s): AL Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 94 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/18/15 WorkOrder: 1506698 Extraction Method: SW9045D Analytical Method: SW9045D Unit: pH units @ 25°C pH B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 6.83 0.1 1 06/18/2015 19:48 Analyst(s): AL B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 7.87 0.1 1 06/18/2015 19:54 Analyst(s): AL B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 6.19 0.1 1 06/18/2015 19:57 Analyst(s): AL B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 7.73 0.1 1 06/18/2015 20:00 Analyst(s): AL Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 95 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/18/15 WorkOrder: 1506698 Extraction Method: SW9045D Analytical Method: SW9045D Unit: pH units @ 25°C pH B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 7.45 0.1 1 06/18/2015 20:03 Analyst(s): AL B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 8.36 0.1 1 06/18/2015 20:06 Analyst(s): AL B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 8.01 0.1 1 06/18/2015 20:09 Analyst(s): AL B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 8.07 0.1 1 06/18/2015 20:12 Analyst(s): AL Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 96 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/18/15 WorkOrder: 1506698 Extraction Method: SW9045D Analytical Method: SW9045D Unit: pH units @ 25°C pH B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 8.26 0.1 1 06/18/2015 20:15 Analyst(s): AL B4@17-19' 1506698-010A Soil 06/10/2015 12:00 WetChem 106554 Analytes Result DF Date Analyzed Accuracy Client ID Lab ID Matrix Date Collected Instrument Batch ID pH 7.50 0.1 1 06/18/2015 20:18 Analyst(s): AL Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 97 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8015B Unit: mg/Kg-dry Total Extractable Petroleum Hydrocarbons w/out SG Clean-Up B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 GC6B 106346 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) 1.5 1.1 1 06/17/2015 16:47 TPH-Motor Oil (C18-C36) 11 5.4 1 06/17/2015 16:47 Surrogates REC Limits Analytical Comments: e7,e2,i1 Analyst(s): TK C9 111 70-130 06/17/2015 16:47 B1@12'-14' 1506698-002A Soil 06/10/2015 09:00 GC6B 106346 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) 1.3 1.2 1 06/17/2015 18:01 TPH-Motor Oil (C18-C36) 16 6.2 1 06/17/2015 18:01 Surrogates REC Limits Analytical Comments: e7,e2,i1 Analyst(s): TK C9 107 70-130 06/17/2015 18:01 B2@5'-7' 1506698-003A Soil 06/10/2015 10:00 GC6B 106346 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) ND 1.1 1 06/17/2015 20:27 TPH-Motor Oil (C18-C36) ND 5.4 1 06/17/2015 20:27 Surrogates REC Limits Analytical Comments: i1 Analyst(s): TK C9 99 70-130 06/17/2015 20:27 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 98 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8015B Unit: mg/Kg-dry Total Extractable Petroleum Hydrocarbons w/out SG Clean-Up B2@14'-16' 1506698-004A Soil 06/10/2015 10:00 GC6A 106346 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) ND 1.2 1 06/18/2015 13:37 TPH-Motor Oil (C18-C36) ND 6.0 1 06/18/2015 13:37 Surrogates REC Limits Analytical Comments: i1 Analyst(s): TK C9 105 70-130 06/18/2015 13:37 B3@3'-5' 1506698-005A Soil 06/10/2015 11:00 GC6B 106410 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) 1.5 1.0 1 06/17/2015 22:50 TPH-Motor Oil (C18-C36) 11 5.1 1 06/17/2015 22:50 Surrogates REC Limits Analytical Comments: e7,e2,i1 Analyst(s): TK C9 100 70-130 06/17/2015 22:50 B3@10'-12' 1506698-006A Soil 06/10/2015 11:00 GC6A 106410 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) ND 1.0 1 06/19/2015 00:27 TPH-Motor Oil (C18-C36) ND 5.1 1 06/19/2015 00:27 Surrogates REC Limits Analytical Comments: i1 Analyst(s): TK C9 99 70-130 06/19/2015 00:27 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 99 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8015B Unit: mg/Kg-dry Total Extractable Petroleum Hydrocarbons w/out SG Clean-Up B3@15'-18' 1506698-007A Soil 06/10/2015 11:00 GC6A 106410 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) ND 1.1 1 06/18/2015 14:50 TPH-Motor Oil (C18-C36) ND 5.6 1 06/18/2015 14:50 Surrogates REC Limits Analytical Comments: i1 Analyst(s): TK C9 106 70-130 06/18/2015 14:50 B4@5'-7' 1506698-008A Soil 06/10/2015 12:00 GC2A 106410 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) ND 1.1 1 06/18/2015 15:48 TPH-Motor Oil (C18-C36) ND 5.3 1 06/18/2015 15:48 Surrogates REC Limits Analytical Comments: i1 Analyst(s): TK C9 97 70-130 06/18/2015 15:48 B4@11'-13' 1506698-009A Soil 06/10/2015 12:00 GC6A 106410 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) ND 1.0 1 06/18/2015 16:04 TPH-Motor Oil (C18-C36) ND 5.2 1 06/18/2015 16:04 Surrogates REC Limits Analytical Comments: i1 Analyst(s): TK C9 106 70-130 06/18/2015 16:04 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 100 of 131 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/16/15 WorkOrder: 1506698 Extraction Method: SW3550B Analytical Method: SW8015B Unit: mg/Kg-dry Total Extractable Petroleum Hydrocarbons w/out SG Clean-Up B4@17-19' 1506698-010A Soil 06/10/2015 12:00 GC2A 106410 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID TPH-Diesel (C10-C23) ND 1.1 1 06/18/2015 14:32 TPH-Motor Oil (C18-C36) ND 5.6 1 06/18/2015 14:32 Surrogates REC Limits Analytical Comments: i1 Analyst(s): TK C9 98 70-130 06/18/2015 14:32 Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 101 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/16/15 Date Prepared: 6/15/15 WorkOrder: 1506698 BatchID: 106346 Analytical Method: SW8015B Unit: mg/Kg Sample ID: MB/LCS-106346 1506649-015AMS/MSD Instrument: GC2B Matrix: Soil Extraction Method: SW3550B QC Report for SW8015B w/out SG Clean-Up Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits TPH-Diesel (C10-C23) ND 37.4 1.0 40 - 94 70-130 TPH-Motor Oil (C18-C36) ND - 5.0 - - - - Surrogate Recovery C9 22.6 22.7 25 90 91 70-130 Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit TPH-Diesel (C10-C23) 51.1 48.9 40 1.153 125 119 70-130 4.28 30 Surrogate Recovery C9 22.4 22.5 25 90 90 70-130 0 30 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 102 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/15/15 WorkOrder: 1506698 BatchID: 106372 Analytical Method: SW6020 Unit: mg/Kg Sample ID: MB/LCS-106372 1506668-047AMS/MSD Instrument: ICP-MS2 Matrix: Soil Extraction Method: SW3050B QC Summary Report for Metals Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Antimony ND 47.4 0.50 50 - 95 75-125 Arsenic ND 46.2 0.50 50 - 92 75-125 Barium ND 485 5.0 500 - 97 75-125 Beryllium ND 49.5 0.50 50 - 99 75-125 Cadmium ND 46.6 0.25 50 - 93 75-125 Chromium ND 47.5 0.50 50 - 95 75-125 Cobalt ND 46.4 0.50 50 - 93 75-125 Copper ND 48.9 0.50 50 - 98 75-125 Lead ND 47.3 0.50 50 - 95 75-125 Mercury ND 1.12 0.050 1.25 - 90 75-125 Molybdenum ND 46.4 0.50 50 - 93 75-125 Nickel ND 47.9 0.50 50 - 96 75-125 Selenium ND 49.2 0.50 50 - 98 75-125 Silver ND 45.3 0.50 50 - 91 75-125 Thallium ND 44.6 0.50 50 - 89 75-125 Vanadium ND 47.1 0.50 50 - 94 75-125 Zinc ND 480 5.0 500 - 96 75-125 Surrogate Recovery Terbium 499 493 500 100 99 70-130 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 103 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/15/15 WorkOrder: 1506698 BatchID: 106372 Analytical Method: SW6020 Unit: mg/Kg Sample ID: MB/LCS-106372 1506668-047AMS/MSD Instrument: ICP-MS2 Matrix: Soil Extraction Method: SW3050B QC Summary Report for Metals Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit Antimony 54.2 52.1 50 0.6617 107 103 75-125 4.01 20 Arsenic 64.3 65.1 50 14.68 99 101 75-125 1.33 20 Barium 774 688 500 165.4 122 105 75-125 11.7 20 Beryllium 51.9 48.1 50 ND 103 95 75-125 7.56 20 Cadmium 69.1 75.3 50 18.18 102 114 75-125 8.53 20 Chromium NR NR 50 86.27 NR NR 75-125 NR 20 Cobalt 74.9 63.6 50 12.82 124 102 75-125 16.3 20 Copper NR NR 50 500.0 NR NR 75-125 NR 20 Lead 61.7 65.8 50 8.267 107 115 75-125 6.51 20 Mercury 1.27 1.28 1.25 0.06480 96 97 75-125 1.02 20 Molybdenum 54.8 52.5 50 1.442 107 102 75-125 4.34 20 Nickel NR NR 50 170.0 NR NR 75-125 NR 20 Selenium 57.2 53.2 50 4.652 105 97 75-125 7.19 20 Silver 53.0 52.2 50 2.350 101 100 75-125 1.41 20 Thallium 51.2 49.0 50 ND 102 98 75-125 4.25 20 Vanadium NR NR 50 54.07 NR NR 75-125 NR 20 Zinc 566 575 500 71.43 99 101 75-125 1.53 20 Surrogate Recovery Terbium 560 547 500 112 109 70-130 2.29 20 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 104 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/16/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106387 Analytical Method: SW8260B Unit: mg/Kg Sample ID: MB/LCS-106387 1506678-001AMS/MSD Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Acetone ND - 0.10 - - - - tert-Amyl methyl ether (TAME) ND 0.0534 0.0050 0.050 - 107 53-116 Benzene ND 0.0507 0.0050 0.050 - 101 63-137 Bromobenzene ND - 0.0050 - - - - Bromochloromethane ND - 0.0050 - - - - Bromodichloromethane ND - 0.0050 - - - - Bromoform ND - 0.0050 - - - - Bromomethane ND - 0.0050 - - - - 2-Butanone (MEK) ND - 0.020 - - - - t-Butyl alcohol (TBA) ND 0.296 0.050 0.20 - 148, F2 41-135 n-Butyl benzene ND - 0.0050 - - - - sec-Butyl benzene ND - 0.0050 - - - - tert-Butyl benzene ND - 0.0050 - - - - Carbon Disulfide ND - 0.0050 - - - - Carbon Tetrachloride ND - 0.0050 - - - - Chlorobenzene ND 0.0468 0.0050 0.050 - 94 77-121 Chloroethane ND - 0.0050 - - - - Chloroform ND - 0.0050 - - - - Chloromethane ND - 0.0050 - - - - 2-Chlorotoluene ND - 0.0050 - - - - 4-Chlorotoluene ND - 0.0050 - - - - Dibromochloromethane ND - 0.0050 - - - - 1,2-Dibromo-3-chloropropane ND - 0.0040 - - - - 1,2-Dibromoethane (EDB) ND 0.0519 0.0040 0.050 - 104 67-119 Dibromomethane ND - 0.0050 - - - - 1,2-Dichlorobenzene ND - 0.0050 - - - - 1,3-Dichlorobenzene ND - 0.0050 - - - - 1,4-Dichlorobenzene ND - 0.0050 - - - - Dichlorodifluoromethane ND - 0.0050 - - - - 1,1-Dichloroethane ND - 0.0050 - - - - 1,2-Dichloroethane (1,2-DCA) ND 0.0513 0.0040 0.050 - 103 58-135 1,1-Dichloroethene ND 0.0526 0.0050 0.050 - 105 42-145 cis-1,2-Dichloroethene ND - 0.0050 - - - - trans-1,2-Dichloroethene ND - 0.0050 - - - - 1,2-Dichloropropane ND - 0.0050 - - - - 1,3-Dichloropropane ND - 0.0050 - - - - 2,2-Dichloropropane ND - 0.0050 - - - - 1,1-Dichloropropene ND - 0.0050 - - - - cis-1,3-Dichloropropene ND - 0.0050 - - - - trans-1,3-Dichloropropene ND - 0.0050 - - - - QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 105 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/16/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106387 Analytical Method: SW8260B Unit: mg/Kg Sample ID: MB/LCS-106387 1506678-001AMS/MSD Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Diisopropyl ether (DIPE) ND 0.0498 0.0050 0.050 - 100 52-129 ND - 0.0050 - - - - Ethyl tert-butyl ether (ETBE) ND 0.0536 0.0050 0.050 - 107 53-125 Freon 113 ND - 0.0050 - - - - Hexachlorobutadiene ND - 0.0050 - - - - Hexachloroethane ND - 0.0050 - - - - 2-Hexanone ND - 0.0050 - - - - Isopropylbenzene ND - 0.0050 - - - - 4-Isopropyl toluene ND - 0.0050 - - - - Methyl-t-butyl ether (MTBE) ND 0.0616 0.0050 0.050 - 123, F2 58-122 Methylene chloride ND - 0.0050 - - - - 4-Methyl-2-pentanone (MIBK) ND - 0.0050 - - - - Naphthalene ND - 0.0050 - - - - n-Propyl benzene ND - 0.0050 - - - - Styrene ND - 0.0050 - - - - 1,1,1,2-Tetrachloroethane ND - 0.0050 - - - - 1,1,2,2-Tetrachloroethane ND - 0.0050 - - - - Tetrachloroethene ND - 0.0050 - - - - Toluene ND 0.0463 0.0050 0.050 - 93 76-130 1,2,3-Trichlorobenzene ND - 0.0050 - - - - 1,2,4-Trichlorobenzene ND - 0.0050 - - - - 1,1,1-Trichloroethane ND - 0.0050 - - - - 1,1,2-Trichloroethane ND - 0.0050 - - - - Trichloroethene ND 0.0474 0.0050 0.050 - 95 72-132 Trichlorofluoromethane ND - 0.0050 - - - - 1,2,3-Trichloropropane ND - 0.0050 - - - - ND - 0.0050 - - - - ND - 0.0050 - - - - Vinyl Chloride ND - 0.0050 - - - - Xylenes, Total ND - 0.0050 - - - - Surrogate Recovery Dibromofluoromethane 0.130 0.131 0.12 104 105 70-130 Toluene-d8 0.118 0.118 0.12 94 94 70-130 4-BFB 0.0111 0.0111 0.012 89 88 70-130 Benzene-d6 0.0842 0.0855 0.10 84 85 60-140 0.0914 0.0960 0.10 91 96 60-140 1,2-DCB-d4 0.0901 0.0957 0.10 90 96 60-140 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 106 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/16/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106387 Analytical Method: SW8260B Unit: mg/Kg Sample ID: MB/LCS-106387 1506678-001AMS/MSD Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit tert-Amyl methyl ether (TAME) 0.0364 0.0366 0.050 ND 73 73 70-130 0 20 Benzene 0.0427 0.0421 0.050 ND 85 84 70-130 1.33 20 t-Butyl alcohol (TBA) 0.133 0.135 0.20 ND 67,F1 68,F1 70-130 1.46 20 Chlorobenzene 0.0392 0.0395 0.050 ND 78 79 70-130 0.719 20 1,2-Dibromoethane (EDB) 0.0378 0.0390 0.050 ND 76 78 70-130 3.21 20 1,2-Dichloroethane (1,2-DCA) 0.0391 0.0392 0.050 ND 78 78 70-130 0 20 1,1-Dichloroethene 0.0387 0.0370 0.050 ND 77 74 70-130 4.71 20 Diisopropyl ether (DIPE) 0.0417 0.0409 0.050 ND 83 82 70-130 1.98 20 Ethyl tert-butyl ether (ETBE) 0.0403 0.0403 0.050 ND 81 81 70-130 0 20 Methyl-t-butyl ether (MTBE) 0.0395 0.0392 0.050 ND 79 78 70-130 0.651 20 Toluene 0.0435 0.0431 0.050 ND 87 86 70-130 0.986 20 Trichloroethene 0.0398 0.0394 0.050 ND 80 79 70-130 0.801 20 Surrogate Recovery Dibromofluoromethane 0.106 0.107 0.12 85 85 70-130 0 20 Toluene-d8 0.115 0.115 0.12 92 92 70-130 0 20 4-BFB 0.0112 0.0110 0.012 89 88 70-130 1.85 20 Benzene-d6 0.0844 0.0856 0.10 84 86 60-140 1.38 20 0.110 0.110 0.10 111 110 60-140 0.0246 20 1,2-DCB-d4 0.0760 0.0767 0.10 76 77 60-140 0.964 20 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 107 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/20/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106408 Analytical Method: SW8082 Unit: mg/kg Sample ID: MB/LCS-106408 1506698-001AMS/MSD Instrument: GC5A Matrix: Soil Extraction Method: SW3550B QC Summary Report for SW8082 Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Aroclor1016 ND - 0.050 - - - - Aroclor1221 ND - 0.050 - - - - Aroclor1232 ND - 0.050 - - - - Aroclor1242 ND - 0.050 - - - - Aroclor1248 ND - 0.050 - - - - Aroclor1254 ND - 0.050 - - - - Aroclor1260 ND 0.117 0.050 0.15 - 78 70-130 PCBs, total ND - 0.050 - - - - Surrogate Recovery Decachlorobiphenyl 0.0384 0.0379 0.050 77 76 70-130 Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit Aroclor1260 0.178 0.169 0.15 ND 119 113 70-130 5.28 30 Surrogate Recovery Decachlorobiphenyl 0.0359 0.0361 0.050 72 72 70-130 0 30 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 108 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106409 Analytical Method: SW8260B Unit: mg/Kg Sample ID: MB/LCS-106409 1506698-002AMS/MSD Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Acetone ND - 0.10 - - - - tert-Amyl methyl ether (TAME) ND 0.0548 0.0050 0.050 - 110 53-116 Benzene ND 0.0520 0.0050 0.050 - 104 63-137 Bromobenzene ND - 0.0050 - - - - Bromochloromethane ND - 0.0050 - - - - Bromodichloromethane ND - 0.0050 - - - - Bromoform ND - 0.0050 - - - - Bromomethane ND - 0.0050 - - - - 2-Butanone (MEK) ND - 0.020 - - - - t-Butyl alcohol (TBA) ND 0.278 0.050 0.20 - 139, F2 41-135 n-Butyl benzene ND - 0.0050 - - - - sec-Butyl benzene ND - 0.0050 - - - - tert-Butyl benzene ND - 0.0050 - - - - Carbon Disulfide ND - 0.0050 - - - - Carbon Tetrachloride ND - 0.0050 - - - - Chlorobenzene ND 0.0497 0.0050 0.050 - 99 77-121 Chloroethane ND - 0.0050 - - - - Chloroform ND - 0.0050 - - - - Chloromethane ND - 0.0050 - - - - 2-Chlorotoluene ND - 0.0050 - - - - 4-Chlorotoluene ND - 0.0050 - - - - Dibromochloromethane ND - 0.0050 - - - - 1,2-Dibromo-3-chloropropane ND - 0.0040 - - - - 1,2-Dibromoethane (EDB) ND 0.0547 0.0040 0.050 - 109 67-119 Dibromomethane ND - 0.0050 - - - - 1,2-Dichlorobenzene ND - 0.0050 - - - - 1,3-Dichlorobenzene ND - 0.0050 - - - - 1,4-Dichlorobenzene ND - 0.0050 - - - - Dichlorodifluoromethane ND - 0.0050 - - - - 1,1-Dichloroethane ND - 0.0050 - - - - 1,2-Dichloroethane (1,2-DCA) ND 0.0524 0.0040 0.050 - 105 58-135 1,1-Dichloroethene ND 0.0532 0.0050 0.050 - 106 42-145 cis-1,2-Dichloroethene ND - 0.0050 - - - - trans-1,2-Dichloroethene ND - 0.0050 - - - - 1,2-Dichloropropane ND - 0.0050 - - - - 1,3-Dichloropropane ND - 0.0050 - - - - 2,2-Dichloropropane ND - 0.0050 - - - - 1,1-Dichloropropene ND - 0.0050 - - - - cis-1,3-Dichloropropene ND - 0.0050 - - - - trans-1,3-Dichloropropene ND - 0.0050 - - - - QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 109 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106409 Analytical Method: SW8260B Unit: mg/Kg Sample ID: MB/LCS-106409 1506698-002AMS/MSD Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Diisopropyl ether (DIPE) ND 0.0510 0.0050 0.050 - 102 52-129 ND - 0.0050 - - - - Ethyl tert-butyl ether (ETBE) ND 0.0547 0.0050 0.050 - 109 53-125 Freon 113 ND - 0.0050 - - - - Hexachlorobutadiene ND - 0.0050 - - - - Hexachloroethane ND - 0.0050 - - - - 2-Hexanone ND - 0.0050 - - - - Isopropylbenzene ND - 0.0050 - - - - 4-Isopropyl toluene ND - 0.0050 - - - - Methyl-t-butyl ether (MTBE) ND 0.0554 0.0050 0.050 - 111 58-122 Methylene chloride ND - 0.0050 - - - - 4-Methyl-2-pentanone (MIBK) ND - 0.0050 - - - - Naphthalene ND - 0.0050 - - - - n-Propyl benzene ND - 0.0050 - - - - Styrene ND - 0.0050 - - - - 1,1,1,2-Tetrachloroethane ND - 0.0050 - - - - 1,1,2,2-Tetrachloroethane ND - 0.0050 - - - - Tetrachloroethene ND - 0.0050 - - - - Toluene ND 0.0488 0.0050 0.050 - 98 76-130 1,2,3-Trichlorobenzene ND - 0.0050 - - - - 1,2,4-Trichlorobenzene ND - 0.0050 - - - - 1,1,1-Trichloroethane ND - 0.0050 - - - - 1,1,2-Trichloroethane ND - 0.0050 - - - - Trichloroethene ND 0.0500 0.0050 0.050 - 100 72-132 Trichlorofluoromethane ND - 0.0050 - - - - 1,2,3-Trichloropropane ND - 0.0050 - - - - ND - 0.0050 - - - - ND - 0.0050 - - - - Vinyl Chloride ND - 0.0050 - - - - Xylenes, Total ND - 0.0050 - - - - Surrogate Recovery Dibromofluoromethane 0.127 0.128 0.12 102 102 70-130 Toluene-d8 0.119 0.119 0.12 95 95 70-130 4-BFB 0.0109 0.0116 0.012 87 93 70-130 Benzene-d6 0.0865 0.0866 0.10 87 87 60-140 0.0960 0.0970 0.10 96 97 60-140 1,2-DCB-d4 0.0950 0.102 0.10 95 101 60-140 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 110 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106409 Analytical Method: SW8260B Unit: mg/Kg Sample ID: MB/LCS-106409 1506698-002AMS/MSD Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit tert-Amyl methyl ether (TAME) 0.0442 0.0441 0.050 ND 88 88 70-130 0 20 Benzene 0.0423 0.0417 0.050 ND 85 83 70-130 1.43 20 t-Butyl alcohol (TBA) 0.187 0.191 0.20 ND 94 96 70-130 2.11 20 Chlorobenzene 0.0398 0.0386 0.050 ND 80 77 70-130 3.03 20 1,2-Dibromoethane (EDB) 0.0439 0.0430 0.050 ND 88 86 70-130 2.16 20 1,2-Dichloroethane (1,2-DCA) 0.0424 0.0423 0.050 ND 85 85 70-130 0 20 1,1-Dichloroethene 0.0367 0.0363 0.050 ND 73 73 70-130 0 20 Diisopropyl ether (DIPE) 0.0407 0.0407 0.050 ND 81 81 70-130 0 20 Ethyl tert-butyl ether (ETBE) 0.0433 0.0436 0.050 ND 87 87 70-130 0 20 Methyl-t-butyl ether (MTBE) 0.0434 0.0436 0.050 ND 87 87 70-130 0 20 Toluene 0.0383 0.0377 0.050 ND 77 75 70-130 1.52 20 Trichloroethene 0.0411 0.0403 0.050 ND 82 81 70-130 1.99 20 Surrogate Recovery Dibromofluoromethane 0.130 0.132 0.12 104 105 70-130 1.12 20 Toluene-d8 0.115 0.113 0.12 92 91 70-130 1.84 20 4-BFB 0.0112 0.0114 0.012 90 91 70-130 1.45 20 Benzene-d6 0.0725 0.0709 0.10 72 71 60-140 2.28 20 0.0797 0.0767 0.10 80 77 60-140 3.89 20 1,2-DCB-d4 0.0855 0.0832 0.10 86 83 60-140 2.74 20 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 111 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106410 Analytical Method: SW8015B Unit: mg/Kg Sample ID: MB/LCS-106410 1506698-005AMS/MSD Instrument: GC11A, GC2B Matrix: Soil Extraction Method: SW3550B QC Report for SW8015B w/out SG Clean-Up Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits TPH-Diesel (C10-C23) ND 37.8 1.0 40 - 94 70-130 TPH-Motor Oil (C18-C36) ND - 5.0 - - - - Surrogate Recovery C9 25.1 22.4 25 100 90 70-130 Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit TPH-Diesel (C10-C23) 52.5 52.5 40 1.509 127 127 70-130 0 30 Surrogate Recovery C9 24.7 25.5 25 99 102 70-130 3.06 30 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 112 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 - 6/18/15 Date Prepared: 6/17/15 WorkOrder: 1506698 BatchID: 106458 Analytical Method: SW8270C Unit: mg/Kg Sample ID: MB/LCS-106458 1506663-001AMS/MSD Instrument: GC17 Matrix: Soil Extraction Method: SW3550B QC Summary Report for SW8270C Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Acenaphthene ND 3.66 0.25 5 - 73 30-130 ND - 0.25 - - - - Acetochlor ND - 0.25 - - - - Anthracene ND - 0.25 - - - - Benzidine ND - 1.3 - - - - Benzo anthracene ND - 0.25 - - - - Benzo fluoranthene ND - 0.25 - - - - Benzo fluoranthene ND - 0.25 - - - - Benzo (g,h,i) perylene ND - 0.25 - - - - Benzo pyrene ND - 0.25 - - - - Benzyl Alcohol ND - 1.3 - - - - 1,1-Biphenyl ND - 0.25 - - - - Bis (2-chloroethoxy) Methane ND - 0.25 - - - - Bis (2-chloroethyl) Ether ND - 0.25 - - - - Bis (2-chloroisopropyl) Ether ND - 0.25 - - - - Bis Adipate ND - 0.25 - - - - Bis Phthalate ND - 0.25 - - - - 4-Bromophenyl Phenyl Ether ND - 0.25 - - - - Butylbenzyl Phthalate ND - 0.25 - - - - 4-Chloroaniline ND - 0.50 - - - - ND 3.92 0.25 5 - 78 30-130 2-Chloronaphthalene ND - 0.25 - - - - 2-Chlorophenol ND 3.93 0.25 5 - 79 30-130 4-Chlorophenyl Phenyl Ether ND - 0.25 - - - - ND - 0.25 - - - - Dibenzo (a,h) anthracene ND - 0.25 - - - - Dibenzofuran ND - 0.25 - - - - Di-n-butyl Phthalate ND - 0.25 - - - - 1,2-Dichlorobenzene ND - 0.25 - - - - 1,3-Dichlorobenzene ND - 0.25 - - - - 1,4-Dichlorobenzene ND 3.47 0.25 5 - 69 30-130 3,3-Dichlorobenzidine ND - 0.50 - - - - 2,4-Dichlorophenol ND - 0.25 - - - - Diethyl Phthalate ND - 0.25 - - - - ND - 0.25 - - - - Dimethyl Phthalate ND - 0.25 - - - - ND - 1.3 - - - - 2,4-Dinitrophenol ND - 6.3 - - - - 2,4-Dinitrotoluene ND 3.87 0.25 5 - 77 30-130 2,6-Dinitrotoluene ND - 0.25 - - - - QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 113 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 - 6/18/15 Date Prepared: 6/17/15 WorkOrder: 1506698 BatchID: 106458 Analytical Method: SW8270C Unit: mg/Kg Sample ID: MB/LCS-106458 1506663-001AMS/MSD Instrument: GC17 Matrix: Soil Extraction Method: SW3550B QC Summary Report for SW8270C Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Di-n-octyl Phthalate ND - 0.50 - - - - ND - 0.25 - - - - Fluoranthene ND - 0.25 - - - - Fluorene ND - 0.25 - - - - Hexachlorobenzene ND - 0.25 - - - - Hexachlorobutadiene ND - 0.25 - - - - Hexachlorocyclopentadiene ND - 1.3 - - - - Hexachloroethane ND - 0.25 - - - - Indeno (1,2,3-cd) pyrene ND - 0.25 - - - - Isophorone ND - 0.25 - - - - ND - 0.25 - - - - (o-Cresol) ND - 0.25 - - - - 3 & (m,p-Cresol) ND - 0.25 - - - - Naphthalene ND - 0.25 - - - - 2-Nitroaniline ND - 1.3 - - - - 3-Nitroaniline ND - 1.3 - - - - 4-Nitroaniline ND - 1.3 - - - - Nitrobenzene ND - 0.25 - - - - 2-Nitrophenol ND - 1.3 - - - - 4-Nitrophenol ND 3.11 1.3 5 - 62 30-130 N-Nitrosodiphenylamine ND - 0.25 - - - - N-Nitrosodi-n-propylamine ND 3.06 0.25 5 - 61 30-130 Pentachlorophenol ND 2.63 1.3 5 - 53 30-130 Phenanthrene ND - 0.25 - - - - Phenol ND 3.76 0.25 5 - 75 30-130 Pyrene ND 3.70 0.25 5 - 74 30-130 1,2,4-Trichlorobenzene ND 3.92 0.25 5 - 78 30-130 2,4,5-Trichlorophenol ND - 0.25 - - - - 2,4,6-Trichlorophenol ND - 0.25 - - - - Surrogate Recovery 2-Fluorophenol 4.21 3.66 5 84 73 30-130 Phenol-d5 4.65 3.92 5 93 78 30-130 Nitrobenzene-d5 4.00 3.60 5 80 72 30-130 2-Fluorobiphenyl 4.30 3.73 5 86 75 30-130 2,4,6-Tribromophenol 1.67 2.05 5 33 41 16-130 4-Terphenyl-d14 4.36 3.64 5 87 73 30-130 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 114 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 - 6/18/15 Date Prepared: 6/17/15 WorkOrder: 1506698 BatchID: 106458 Analytical Method: SW8270C Unit: mg/Kg Sample ID: MB/LCS-106458 1506663-001AMS/MSD Instrument: GC17 Matrix: Soil Extraction Method: SW3550B QC Summary Report for SW8270C Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit Acenaphthene NR NR ND<40 NR NR - NR NR NR ND<40 NR NR - NR 2-Chlorophenol NR NR ND<40 NR NR - NR 1,4-Dichlorobenzene NR NR ND<40 NR NR - NR 2,4-Dinitrotoluene NR NR ND<40 NR NR - NR 4-Nitrophenol NR NR ND<210 NR NR - NR N-Nitrosodi-n-propylamine NR NR ND<40 NR NR - NR Pentachlorophenol NR NR ND<210 NR NR - NR Phenol NR NR ND<40 NR NR - NR Pyrene NR NR ND<40 NR NR - NR 1,2,4-Trichlorobenzene NR NR ND<40 NR NR - NR Surrogate Recovery 2-Fluorophenol NR NR NR NR - NR Phenol-d5 NR NR NR NR - NR Nitrobenzene-d5 NR NR NR NR - NR 2-Fluorobiphenyl NR NR NR NR - NR 2,4,6-Tribromophenol NR NR NR NR - NR 4-Terphenyl-d14 NR NR NR NR - NR QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 115 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/16/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106387 Analytical Method: SW8260B Unit: mg/kg Sample ID: MB/LCS-106387 Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits VOC (C6-C12) ND 2.76 0.25 3.2 - 86 74-142 Surrogate Recovery Benzene-d6 0.0859 0.0876 0.10 86 88 70-130 Dibromofluoromethane 0.120 0.123 0.12 96 98 70-130 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP (Cont.) Page 116 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106409 Analytical Method: SW8260B Unit: mg/kg Sample ID: MB/LCS-106409 Instrument: GC16 Matrix: Soil Extraction Method: SW5030B QC Summary Report for SW8260B Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits VOC (C6-C12) ND 2.85 0.25 3.2 - 89 74-142 Surrogate Recovery Benzene-d6 0.0883 0.0888 0.10 88 89 70-130 Dibromofluoromethane 0.119 0.120 0.12 95 96 70-130 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 117 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/17/15 Date Prepared: 6/16/15 WorkOrder: 1506698 BatchID: 106425 Analytical Method: SW8270C-SIM Unit: mg/kg Sample ID: MB/LCS-106425 1506704-003AMS/MSD Instrument: GC35 Matrix: Soil Extraction Method: SW3550B QC Summary Report for SW8270C Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Acenaphthene ND - 0.010 - - - - ND - 0.010 - - - - Anthracene ND - 0.010 - - - - Benzo anthracene ND - 0.010 - - - - Benzo fluoranthene ND - 0.010 - - - - Benzo fluoranthene ND - 0.010 - - - - Benzo (g,h,i) perylene ND - 0.010 - - - - Benzo pyrene ND 0.218 0.010 0.20 - 109 30-130 ND 0.160 0.010 0.20 - 80 30-130 Dibenzo (a,h) anthracene ND - 0.010 - - - - Fluoranthene ND - 0.010 - - - - Fluorene ND - 0.010 - - - - Indeno (1,2,3-cd) pyrene ND - 0.010 - - - - ND 0.180 0.010 0.20 - 90 30-130 ND 0.182 0.010 0.20 - 91 30-130 Naphthalene ND - 0.010 - - - - Phenanthrene ND 0.176 0.010 0.20 - 88 30-130 Pyrene ND 0.182 0.010 0.20 - 91 30-130 Surrogate Recovery 1-Fluoronaphthalene 0.371 0.370 0.50 74 74 30-130 2-Fluorobiphenyl 0.370 0.369 0.50 74 74 30-130 Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit Benzo pyrene 0.232 0.282 0.20 ND 116 141,F1 30-130 19.6 30 0.170 0.175 0.20 ND 85 88 30-130 3.13 30 0.189 0.199 0.20 ND 94 99 30-130 5.11 30 0.190 0.200 0.20 ND 95 100 30-130 5.11 30 Phenanthrene 0.187 0.192 0.20 ND 94 96 30-130 2.44 30 Pyrene 0.194 0.203 0.20 ND 97 102 30-130 4.46 30 Surrogate Recovery 1-Fluoronaphthalene 0.408 0.427 0.50 82 85 30-130 4.72 30 2-Fluorobiphenyl 0.416 0.429 0.50 83 86 30-130 3.04 30 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 118 of 131 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" SampID Sample Result Sample DF Dup / Serial Dilution Result Dup / Serial Dilution DF RPD Acceptance Criteria Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/19/15 Date Prepared: 6/19/15 WorkOrder: 1506698 BatchID: 106593 Analytical Method: ASTMD2216-92 Unit: wet wt% Instrument: WetChem Matrix: Soil Extraction Method: ASTMD2216-92 QC Summary Report for ASTM D2216-92 Moisture) 1506698-001A 6.74 1.782 6.87 1.79 1.87 <15 SampID Sample Result Sample DF Dup / Serial Dilution Result Dup / Serial Dilution DF Precision Acceptance Criteria Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/18/15 Date Prepared: 6/18/15 WorkOrder: 1506698 BatchID: 106554 Analytical Method: SW9045D Unit: pH units @ 25°C Instrument: WetChem Matrix: Soil Extraction Method: SW9045D QC Summary Report for pH 1506698-001A 6.83 1 6.82 1 0.01 0.1 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 119 of 131 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- McCampbell Analytical, Inc. 1534 Willow Pass Rd Pittsburg, CA 94565-1701 (925) 252-9262 CHAIN-OF-CUSTODY RECORD Page Lab ID Matrix Collection Date Hold Requested Tests (See legend below) Report to: Keiko Lewis 4030 S. Land Park Drive, Suite C Sacramento, CA 95822 (916) 425-4821 FAX: PO: 06/16/2015 Client ID ProjectNo: #15-225.1; Ceres Trunk Sewer Line WorkOrder: 1506698 1 of 1 Date Printed: Date Received: 06/11/2015 1 2 3 4 5 6 7 8 9 10 11 12 Crawford & Associates, Inc. Bill to: Accounts Payable Crawford & Associates, Inc. 4030 S. Land Park Drive, Suite C Sacramento, CA 95822 Requested TAT: 5 days ClientCode: CASC Email: [EMAIL REDACTED] EDF EQuIS Email HardCopy ThirdParty Excel J-flag WriteOn cc/3rd Party: WaterTrax A 1506698-001 Soil 6/10/2015 9:00 B1@3'-5' A A A A A A A A A A 1506698-002 Soil 6/10/2015 9:00 B1@12'-14' A A A A A A A A A 1506698-003 Soil 6/10/2015 10:00 B2@5'-7' A A A A A A A A A A 1506698-004 Soil 6/10/2015 10:00 B2@14'-16' A A A A A A A A A 1506698-005 Soil 6/10/2015 11:00 B3@3'-5' A A A A A A A A A 1506698-006 Soil 6/10/2015 11:00 B3@10'-12' A A A A A A A A A A 1506698-007 Soil 6/10/2015 11:00 B3@15'-18' A A A A A A A A A A 1506698-008 Soil 6/10/2015 12:00 B4@5'-7' A A A A A A A A A A 1506698-009 Soil 6/10/2015 12:00 B4@11'-13' A A A A A A A A A A 1506698-010 Soil 6/10/2015 12:00 B4@17-19' A A A A A A A A Prepared by: Jena Alfaro NOTE: Soil samples are discarded 60 days after results are reported unless other arrangements are made (Water samples are 30 days). Hazardous samples will be returned to client or disposed of at client expense. Comments: Received on Hold. Taken off Hold 6/16/15 8082_PCB_S 8260B_S 8260GAS_S 8270_PNA_S 8270_S CAM17MS_S Moisture_S 1 2 3 4 5 6 7 8 9 10 Test Legend: PH_S PRMISC TPH(DMO)_S 11 12 The following SampIDs: 001A, 002A, 003A, 004A, 005A, 006A, 007A, 008A, 009A, 010A contain testgroup. Page 120 of 131 ---PAGE BREAK--- Lab ID Client ID Collection Date & Time Date Received: TAT Matrix Test Name Containers /Composites WORK ORDER SUMMARY Work Order: 1506698 Comments: Received on Hold. Taken off Hold 6/16/15 Client Name: CRAWFORD & ASSOCIATES, INC. Project: #15-225.1; Ceres Trunk Sewer Line QC Level: Hold De- chlorinated SubOut Bottle & Preservative 6/11/2015 Sediment Content EDF Fax Email HardCopy ThirdParty Excel J-flag WriteOn Keiko Lewis Client Contact: [EMAIL REDACTED] Contact's Email: WaterTrax McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" 1506698-001A B1@3'-5' 6/10/2015 9:00 5 days Soil SW8015B (Diesel & Motor Oil) 2 / (2:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 1506698-002A B1@12'-14' 6/10/2015 9:00 5 days Soil SW8015B (Diesel & Motor Oil) 2 / (2:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 1 of 5 Page - STLC and TCLP extractions require 2 days to complete; therefore, all TATs begin after the extraction is completed One-day TAT yields results in 3 days from sample submission). NOTES: - MAI assumes that all material present in the provided sampling container is considered part of the sample - MAI does not exclude any material from the sample prior to sample preparation unless requested in writing by the client. Page 121 of 131 ---PAGE BREAK--- Lab ID Client ID Collection Date & Time Date Received: TAT Matrix Test Name Containers /Composites WORK ORDER SUMMARY Work Order: 1506698 Comments: Received on Hold. Taken off Hold 6/16/15 Client Name: CRAWFORD & ASSOCIATES, INC. Project: #15-225.1; Ceres Trunk Sewer Line QC Level: Hold De- chlorinated SubOut Bottle & Preservative 6/11/2015 Sediment Content EDF Fax Email HardCopy ThirdParty Excel J-flag WriteOn Keiko Lewis Client Contact: [EMAIL REDACTED] Contact's Email: WaterTrax McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" 1506698-003A B2@5'-7' 6/10/2015 10:00 5 days Soil SW8015B (Diesel & Motor Oil) 1 / (1:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 1506698-004A B2@14'-16' 6/10/2015 10:00 5 days Soil SW8015B (Diesel & Motor Oil) 2 / (2:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 2 of 5 Page - STLC and TCLP extractions require 2 days to complete; therefore, all TATs begin after the extraction is completed One-day TAT yields results in 3 days from sample submission). NOTES: - MAI assumes that all material present in the provided sampling container is considered part of the sample - MAI does not exclude any material from the sample prior to sample preparation unless requested in writing by the client. Page 122 of 131 ---PAGE BREAK--- Lab ID Client ID Collection Date & Time Date Received: TAT Matrix Test Name Containers /Composites WORK ORDER SUMMARY Work Order: 1506698 Comments: Received on Hold. Taken off Hold 6/16/15 Client Name: CRAWFORD & ASSOCIATES, INC. Project: #15-225.1; Ceres Trunk Sewer Line QC Level: Hold De- chlorinated SubOut Bottle & Preservative 6/11/2015 Sediment Content EDF Fax Email HardCopy ThirdParty Excel J-flag WriteOn Keiko Lewis Client Contact: [EMAIL REDACTED] Contact's Email: WaterTrax McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" 1506698-005A B3@3'-5' 6/10/2015 11:00 5 days Soil SW8015B (Diesel & Motor Oil) 2 / (2:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 1506698-006A B3@10'-12' 6/10/2015 11:00 5 days Soil SW8015B (Diesel & Motor Oil) 1 / (1:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 3 of 5 Page - STLC and TCLP extractions require 2 days to complete; therefore, all TATs begin after the extraction is completed One-day TAT yields results in 3 days from sample submission). NOTES: - MAI assumes that all material present in the provided sampling container is considered part of the sample - MAI does not exclude any material from the sample prior to sample preparation unless requested in writing by the client. Page 123 of 131 ---PAGE BREAK--- Lab ID Client ID Collection Date & Time Date Received: TAT Matrix Test Name Containers /Composites WORK ORDER SUMMARY Work Order: 1506698 Comments: Received on Hold. Taken off Hold 6/16/15 Client Name: CRAWFORD & ASSOCIATES, INC. Project: #15-225.1; Ceres Trunk Sewer Line QC Level: Hold De- chlorinated SubOut Bottle & Preservative 6/11/2015 Sediment Content EDF Fax Email HardCopy ThirdParty Excel J-flag WriteOn Keiko Lewis Client Contact: [EMAIL REDACTED] Contact's Email: WaterTrax McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" 1506698-007A B3@15'-18' 6/10/2015 11:00 5 days Soil SW8015B (Diesel & Motor Oil) 2 / (2:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 1506698-008A B4@5'-7' 6/10/2015 12:00 5 days Soil SW8015B (Diesel & Motor Oil) 1 / (1:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 4 of 5 Page - STLC and TCLP extractions require 2 days to complete; therefore, all TATs begin after the extraction is completed One-day TAT yields results in 3 days from sample submission). NOTES: - MAI assumes that all material present in the provided sampling container is considered part of the sample - MAI does not exclude any material from the sample prior to sample preparation unless requested in writing by the client. Page 124 of 131 ---PAGE BREAK--- Lab ID Client ID Collection Date & Time Date Received: TAT Matrix Test Name Containers /Composites WORK ORDER SUMMARY Work Order: 1506698 Comments: Received on Hold. Taken off Hold 6/16/15 Client Name: CRAWFORD & ASSOCIATES, INC. Project: #15-225.1; Ceres Trunk Sewer Line QC Level: Hold De- chlorinated SubOut Bottle & Preservative 6/11/2015 Sediment Content EDF Fax Email HardCopy ThirdParty Excel J-flag WriteOn Keiko Lewis Client Contact: [EMAIL REDACTED] Contact's Email: WaterTrax McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" 1506698-009A B4@11'-13' 6/10/2015 12:00 5 days Soil SW8015B (Diesel & Motor Oil) 2 / (2:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 1506698-010A B4@17-19' 6/10/2015 12:00 5 days Soil SW8015B (Diesel & Motor Oil) 2 / (2:1) Long Acetate Liner 5 days SW9045D (pH) 5 days ASTM D2216-92 (Percent Moisture) 5 days SW6020 (CAM 17) 5 days SW8270C (SVOCs) 5 days SW8270C (PAHs/PNAs) 5 days TPH(g) & 8260 (Basic List) by P&T GCMS 5 days SW8082 (PCBs Only) 5 of 5 Page - STLC and TCLP extractions require 2 days to complete; therefore, all TATs begin after the extraction is completed One-day TAT yields results in 3 days from sample submission). NOTES: - MAI assumes that all material present in the provided sampling container is considered part of the sample - MAI does not exclude any material from the sample prior to sample preparation unless requested in writing by the client. Page 125 of 131 ---PAGE BREAK--- Page 126 of 131 ---PAGE BREAK--- Page 127 of 131 ---PAGE BREAK--- Page 128 of 131 ---PAGE BREAK--- Page 129 of 131 ---PAGE BREAK--- Page 130 of 131 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Sample Receipt Checklist McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client Name: Crawford & Associates, Inc. WorkOrder 1506698 Date and Time Received: 6/11/2015 3:50:00 PM LogIn Reviewed by: Jena Alfaro Matrix: Soil Carrier: Daniel (MAI Courier) Shipping container/cooler in good condition? Yes No Custody seals intact on shipping container/cooler? Yes No NA Samples Received on Ice? Yes No Chain of custody present? Yes No Chain of custody signed when relinquished and received? Yes No Chain of custody agrees with sample labels? Yes No Samples in proper containers/bottles? Yes No Sample containers intact? Yes No Sufficient sample volume for indicated test? Yes No All samples received within holding time? Yes No NA Sample/Temp Blank temperature Yes No NA Water - VOA vials have zero headspace / no bubbles? pH acceptable upon receipt (Metal: 522: 218.7: Yes No NA * NOTE: If the "No" box is checked, see comments below. Temp: Chain of Custody (COC) Information Yes No Sample IDs noted by Client on COC? Yes No Date and Time of collection noted by Client on COC? Yes No Sampler's name noted on COC? Sample Receipt Information Sample Preservation and Hold Time (HT) Information Sample labels checked for correct preservation? Yes No Project Name: #15-225.1; Ceres Trunk Sewer Line Comments: Total Chlorine tested and acceptable upon receipt for EPA 522? Yes No NA UCMR3 Samples: Free Chlorine tested and acceptable upon receipt for EPA 218.7, 300.1, 537, 539? Yes No NA Page 131 of 131 ---PAGE BREAK--- WorkOrder: Report Created for: Crawford & Associates, Inc. 4030 S. Land Park Drive, Suite C Sacramento, CA 95822 Project Contact: Keiko Lewis Project Name: #15-225.1; Ceres Trunk Sewer Line Project P.O.: Project Received: 06/11/2015 Analytical Report reviewed & approved for release on 06/24/2015 by: Angela Rydelius, Laboratory Manager 1506698 A The report shall not be reproduced except in full, without the written approval of the laboratory. The analytical results relate only to the items tested. Results reported conform to the most current NELAP standards, where applicable, unless otherwise stated in the case narrative. Analytical Report 1534 Willow Pass Rd. Pittsburg, CA 94565 ♦ TEL: (877) 252-9262 ♦ FAX: (925) 252-9269 ♦ www.mccampbell.com NELAP: 4033ORELAP ♦ ELAP: 1644 ♦ ISO/IEC: 17025:2005 ♦ WSDE: C972-11 ♦ ADEC: UST-098 ♦ UCMR3 McCampbell Analytical, Inc. "When Quality Counts" Page 1 of 7 ---PAGE BREAK--- Glossary of Terms & Qualifier Definitions Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line WorkOrder: 1506698 McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Glossary Abbreviation 95% Interval 95% Confident Interval DF Dilution Factor DI WET (DISTLC) Waste Extraction Test using DI water DISS Dissolved (direct analysis of 0.45 µm filtered and acidified water sample) DUP Duplicate EDL Estimated Detection Limit ITEF International Toxicity Equivalence Factor LCS Laboratory Control Sample MB Method Blank MB % Rec % Recovery of Surrogate in Method Blank, if applicable MDL Method Detection Limit ML Minimum Level of Quantitation MS Matrix Spike MSD Matrix Spike Duplicate N/A Not Applicable ND Not detected at or above the indicated MDL or RL NR Data Not Reported due to matrix interference or insufficient sample amount. PF Prep Factor RD Relative Difference RL Reporting Limit (The RL is the lowest calibration standard in a multipoint calibration.) RPD Relative Percent Deviation RRT Relative Retention Time SPK Val Spike Value SPKRef Val Spike Reference Value SPLP Precipitation Leachate Procedure TCLP Toxicity Characteristic Leachate Procedure TEQ Toxicity Equivalents WET (STLC) Waste Extraction Test (Soluble Threshold Limit Concentration) Analytical Qualifiers e2 diesel range compounds are significant; no recognizable pattern e7 oil range compounds are significant h4 sulfuric acid permanganate (EPA 3665) cleanup i1 results are reported on a dry weight basis Quality Control Qualifiers F1 MS/MSD recovery and/or RPD was out of acceptance criteria; LCS validated the prep batch. F2 LCS recovery for this compound is outside of acceptance limits. Page 2 of 7 ---PAGE BREAK--- Analytical Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Received: 6/11/15 15:50 Date Prepared: 6/20/15 WorkOrder: 1506698 Extraction Method: CA Title 22 Analytical Method: SW6010B Unit: mg/L STLC Metals B1@3'-5' 1506698-001A Soil 06/10/2015 09:00 ICP-JY 106621 Analytes Result DF Date Analyzed RL Client ID Lab ID Matrix Date Collected Instrument Batch ID Chromium ND 0.050 1 06/22/2015 15:20 Analyst(s): BBO Angela Rydelius, Lab Manager CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 3 of 7 ---PAGE BREAK--- Quality Control Report McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" Client: Crawford & Associates, Inc. Project: #15-225.1; Ceres Trunk Sewer Line Date Analyzed: 6/22/15 Date Prepared: 6/20/15 WorkOrder: 1506698 BatchID: 106621 Analytical Method: SW6010B Unit: mg/L Sample ID: MB/LCS-106621 1506751-001AMS/MSD Instrument: ICP-JY Matrix: Soil Extraction Method: CA Title 22 QC Summary Report for Metals (STLC) Analyte MB Result LCS Result RL SPK Val MB SS %REC LCS %REC LCS Limits Chromium ND 0.978 0.050 1 - 98 75-125 Analyte MS Result MSD Result SPK Val SPKRef Val MS %REC MSD %REC MS/MSD Limits RPD RPD Limit Chromium 1.14 1.19 1 0.1765 96 101 70-130 4.22 30 QA/QC Officer CDPH ELAP 1644 ♦ NELAP 4033ORELAP Page 4 of 7 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- McCampbell Analytical, Inc. 1534 Willow Pass Rd Pittsburg, CA 94565-1701 (925) 252-9262 CHAIN-OF-CUSTODY RECORD Page Lab ID Matrix Collection Date Hold Requested Tests (See legend below) Report to: Keiko Lewis 4030 S. Land Park Drive, Suite C Sacramento, CA 95822 (916) 425-4821 FAX: PO: 06/18/2015 Client ID ProjectNo: #15-225.1; Ceres Trunk Sewer Line WorkOrder: 1506698 1 of 1 Date Printed: Date Received: 06/11/2015 1 2 3 4 5 6 7 8 9 10 11 12 Crawford & Associates, Inc. Bill to: Accounts Payable Crawford & Associates, Inc. 4030 S. Land Park Drive, Suite C Sacramento, CA 95822 Requested TAT: 5 days Date Add-On: 06/18/2015 ClientCode: CASC Email: [EMAIL REDACTED] EDF Fax Email HardCopy ThirdParty A Excel J-flag WriteOn cc/3rd Party: WaterTrax A 1506698-001 Soil 6/10/2015 9:00 B1@3'-5' Prepared by: Jena Alfaro NOTE: Soil samples are discarded 60 days after results are reported unless other arrangements are made (Water samples are 30 days). Hazardous samples will be returned to client or disposed of at client expense. Comments: Received on Hold. Taken off Hold 6/16/15. STLC Cr added 6/18/15 5D TAT STLC_METALS_S 1 2 3 4 5 6 7 8 9 10 11 12 Test Legend: Add-On Prepared By: Jena Alfaro Page 5 of 7 ---PAGE BREAK--- Lab ID Client ID Collection Date & Time Date Received: TAT Matrix Test Name Containers /Composites WORK ORDER SUMMARY Work Order: 1506698 Comments: Received on Hold. Taken off Hold 6/16/15. STLC Cr added 6/18/15 5D TAT Client Name: CRAWFORD & ASSOCIATES, INC. Project: #15-225.1; Ceres Trunk Sewer Line QC Level: Hold SubOut Bottle & Preservative 6/11/2015 Sediment Content 6/18/2015 Date Add-On: Keiko Lewis Client Contact: [EMAIL REDACTED] Contact's Email: McCampbell Analytical, Inc. 1534 Willow Pass Road, Pittsburg, CA 94565-1701 Toll Free Telephone: (877) 252-9262 / Fax: (925) 252-9269 http://www.mccampbell.com / E-mail: [EMAIL REDACTED] "When Quality Counts" 1506698-001A B1@3'-5' 6/10/2015 9:00 5 days* Soil SW6010B (Metals) (STLC) 2 / (2:1) Long Acetate Liner 1 of 1 Page - STLC and TCLP extractions require 2 days to complete; therefore, all TATs begin after the extraction is completed One-day TAT yields results in 3 days from sample submission). NOTES: - MAI assumes that all material present in the provided sampling container is considered part of the sample - MAI does not exclude any material from the sample prior to sample preparation unless requested in writing by the client. Page 6 of 7 ---PAGE BREAK--- Page 7 of 7 ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Ceres Trunk Rehabilitation and Reliability Preliminary Design Report H-1 - Modesto Ceres Trunk Rehab\400 Preliminary Design Report\Report\Final Ceres Preliminary Design Report.docx Appendix H: Project Meeting Notes ---PAGE BREAK--- This page intentionally left blank. ---PAGE BREAK--- Meeting Notes 1_Modesto Ceres Trunk Kickoff Meeting Notes 1-8-2015.docx 201 North Civic Drive, Suite 115 Walnut Creek, California 94596 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] Prepared for: City of Modesto Project Title: Ceres Trunk Rehabilitation and Reliability – Preliminary Design Project No.: 147182 Purpose of Meeting: Project Kickoff Meeting Date: January 8, 2015 Meeting Location: Modesto Utilities Engineering Conference Room Time: 10:00 a.m. Meeting Notes Prepared by: Chris Peters, Brown and Caldwell (BC) Attendees: Jesse Franco, City of Modesto Robert Englent, City of Modesto Jack Cooke, City of Modesto Pete Kambel, City of Modesto Chris Peters, BC Kevin Kai, BC Agenda 1. Project Teams for the City and BC were introduced. Pete Kambel is the City’s PM. Chris Peters is the BC PM. Kevin Kai is the lead project engineer. BC has four subconsultants on its team: • O’Dell Engineering (Surveying and Utility Research) • Subtronic Corporation (CCTV and Manhole Inspection) • DCM Engineering (Tunnel Design) • Crawford & Associates (Geotech) 2. Primary communication will be between Chris and Pete. Jesse and Kevin will be copied on emails and other communication. 3. Project Goals and objectives were reviewed. City’s primary goal is to bring this trunk sewer up to standard and reduce operational risk by possibly moving the sewer into Zeff Road for easier maintenance. 4. The project Scope of Work and list of deliverables was reviewed. Optional tasks will be performed following written direction from the City. 5. The Request for Information was reviewed. Pete requested that BC submit a written request for the hydraulic model. BC already has the current aerial mapping from 2006. 6. The project schedule was reviewed; no changes were suggested at this time. ---PAGE BREAK--- Modesto Ceres Trunk Rehabilitation and Reliability – Preliminary Design January 8, 2015 2 1_Modesto Ceres Trunk Kickoff Meeting Notes 1-8-2015.docx 7. A preliminary discussion ensued regarding the alternatives evaluation criteria needed for the decision analysis. The City will provide additional input prior to the alternatives evaluation work- shop. Initial criteria included: a. Capital Cost b. Accessibility c. Hydraulic Capacity d. Reliability e. Environmental Risk f. Public Impact 8. A preliminary discussion ensued regarding the potential alternative alignments. No additional alignments were discussed beyond the initial four alternatives. 9. Other: a. The City requested BC review Caltrans cover requirements for the tunnel crossing. This may impact the proposed vertical alignment. b. BC should investigate potential water line improvements currently in design for Zeff Road. c. The City will provide updated flow monitoring data for this trunk sewer. d. The City mentioned a possible homeless encampment near the river and that safety precaua- tions should be taken into consideration. e. BC will begin work on encroachment permits needed for survey and CCTV. Action Item Assignment Deadline Current sewer GIS and base mapping City 1/31/15 Current electronic, georeferenced aerial mapping City 1/31/15 Investigate lateral locations City 1/31/15 Provide a dropbox link for RFI materials BC 1/31/15 Investigate Zeff Road water line design City 1/31/15 Investigate Caltrans tunnel cover requirements BC 1/31/15 Notify property owners of pending inspection and survey City 1/31/15 Obtain encroachment permits for survey and CCTV BC 1/31/15 ---PAGE BREAK--- Meeting Notes 2_Modesto Ceres Trunk Progress Meeting Notes 3-26-2015.docx 201 North Civic Drive, Suite 115 Walnut Creek, California 94596 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] Prepared for: City of Modesto Project Title: Ceres Trunk Rehabilitation and Reliability – Preliminary Design Project No.: 147182 Purpose of Meeting: Project Progress Meeting Date: March 26, 2015 Meeting Location: Modesto Utilities Engineering Conference Room Time: 2:00 p.m. Notes Prepared by: Chris Peters, Brown and Caldwell (BC) Attendees: Jesse Franco, City of Modesto Pete Kambel, City of Modesto Chris Peters, BC Agenda 1. BC and the City discussed recent condition assessment results. City informed BC that an 80-foot temporary emergency repair was made on line segment 054090806-054091208 using HDPE pipe. 2. BC presented preliminary pipe profiles for the current alignment and the Zeff Road alignment. Slopes for both alignments are not ideal with peak dry weather flow velocities ranging from 0.9- 3.4 fps on the existing alignment. Proposed velocities on the Zeff Road alignment would also be low; around 2.1 fps. Ideal velocities would be around 3.5 fps with the grit characteristics exhibited in this trunk sewer. BC will confirm elevation information at the new Schackelford siphon box structure. 3. BC/City discussed options for tunnel crossing under Hwy. 99. There is an existing City easement one parcel north of the current highway crossing that could be an option. City would prefer that the diversion structure outlets be at equal elevations if possible. BC will review survey data to see if enough fall is available. City will provide copy of easement map to BC. 4. Due to severe pipeline corrosion issues, the City would like to accelerate the project to Final Design. BC will take the following steps to accelerate the PDR delivery: a. Schedule alternatives analysis workshop in the coming weeks. b. Move tunnel geotech to final design. c. Move forward with survey and utility investigation for Zeff Road alignment. d. Begin negotiation for Final Design contract. Prepare to take PDR and Final Design contract to Council on the same day. e. Risk Assessment for auto recycler will not be performed at this time as City would prefer to stay out of that property with excavation. ---PAGE BREAK--- Modesto Ceres Trunk Rehabilitation and Reliability – Preliminary Design March 26, 2015 2 2_Modesto Ceres Trunk Progress Meeting Notes 3-26-2015.docx Action Item Assignment Deadline Provide copy of easement map to BC. City 4/10/15 Confirm profile elevation information at the new Schackel- ford siphon box structure. BC 4/10/15 Schedule Zeff Road survey and utility research BC 4/3/15 Begin negotiation for Final Design contract. BC/City 5/31/15 Schedule alternatives analysis workshop BC/City 4/3/15 ---PAGE BREAK--- Meeting Notes 3_Modesto Ceres Trunk Alternatives Workshop Notes 4-20-2015.docx 201 North Civic Drive, Suite 115 Walnut Creek, California 94596 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] Prepared for: City of Modesto Project Title: Ceres Trunk Rehabilitation and Reliability – Preliminary Design Project No.: 147182 Purpose of Meeting: Alternatives Evaluation Workshop Date: April 20, 2015 Meeting Location: Modesto Utilities Engineering Conference Room Time: 10:00 a.m. Agenda Prepared by: Chris Peters, Brown and Caldwell (BC) Attendees: Jesse Franco, City of Modesto Robert Englent, City of Modesto Pete Kambel, City of Modesto Jon Yuriar, City of Modesto Chris Peters, BC Kevin Kai, BC Meeting Notes 1. BC presented the two alignment alternatives and the evaluation-level design. a. Parts of the existing alignment along the river are in the floodzone/floodway. b. East of Hwy 99, the City commented that they would prefer to stay in the parcel to the North of current alignment, where they already have ROW. The aerial photo showed a potential building conflict but that building has been removed. (Pete and Kevin confirmed this on a site walk af- ter the meeting.) c. For the upstream diversion structure, the City would prefer to locate in Crows Landing for easi- er access. d. For the Zeff Road alignment, the City prefers to stay in the existing 15-foot easement between Zeff Raod and the Shackelford siphon. The existing gas lines in the easement have been abandoned. e. For the Zeff Road alignment, BC discussed the need for new service laterals for each business. BC will confirm the service lateral diameters once more is known about flows from each indus- try. f. The City commented that there are two water lines in Zeff Road that we would need to work around. O’Dell is currently performing the survey and utility research. g. For the parcel north of the Auto Recycler, there is still concern about potential soil contamina- tion. The City requested that BC speak with Crawford Associates to see if they are able to take soil borings for environmental testing. They also requested that Crawford provide a schedule if they are able to take the samples. h. BC and the City discussed the proposed Shackelford pump station location. The City said this project was several years away and that we would need to assume the existing elevation at the Shackelford siphon. i. The hydraulic profile for the Zeff Road alignment is potentially better than the existing align- ment with better peak day flushing velocities. The current hydraulic bottleneck is the existing ---PAGE BREAK--- Modesto Ceres Trunk Rehabilitation and Reliability – Preliminary Design April 20, 2015 2 3_Modesto Ceres Trunk Alternatives Workshop Notes 4-20-2015.docx section of pipe in Zeff Road. The City would like to open cut that pipe as well to re-lay at a bet- ter slope if possible. j. BC presented preliminary cost estimates for each alternative. The Zeff Road alignment is more expensive primarily due to the depth of open cut construction and the need for three long service laterals. 2. BC described the process used to perform the Pairwise Alternatives Analysis. Criteria were initially developed at the project kickoff meeting. No changes were made to the criteria, weighting or alignment preferences during the workshop. Alignment 1 (Existing) had a weighted average of 1.41 and Alignment 2 (Zeff Road) had a weighted average of 1.59. Alignment 2 is the preferred alternative. 3. BC discussed the following “Next Steps” and Action Items on the project. a. Finalize Tunnel Crossing Location b. Survey Tunnel Crossing c. Finalize Zeff Road Survey d. Perform soil samples north of Auto Recycler property to identify potential soil contamination. e. Tunnel Geotech will be postponed to Final Design f. Identify Property/Easement Acquisition. It appears that only temporary construction ease- ments may be needed. g. 35 percent Design Documents h. Preliminary Design Report i. Development of Final Design Scope and Budget. The City discussed possibly breaking the pro- ject into two bid packages to speed up construction of the Zeff Road portion due to severe de- terioration in the existing line. 4. BC will follow up with the survey and geotech/environmental subs to determine a schedule for completion of the PDR. BC has already made significant progress on the PDR text. 35 percent design drawings will be completed pending survey. ---PAGE BREAK--- Meeting Notes 4_Modesto Ceres Trunk PDR Review Meeting Notes 7-28-2015.docx 201 North Civic Drive, Suite 115 Walnut Creek, California 94596 Tel: [PHONE REDACTED] Fax: [PHONE REDACTED] Prepared for: City of Modesto Project Title: Ceres Trunk Rehabilitation and Reliability – Preliminary Design Project No.: 147182 Purpose of Meeting: Preliminary Design Report (PDR) Review Meeting Date: July 28, 2015 Meeting Location: Modesto Utilities Engineering Conference Room Time: 1:30 p.m. Agenda Prepared by: Chris Peters, Brown and Caldwell (BC) Attendees: Jesse Franco, City of Modesto Pete Kambel, City of Modesto Lou Schlitz, City of Modesto Chris Peters, BC Kevin Kai, BC Meeting Notes 1. The City provided review comments on the PDR and 35 percent design drawings. A summary of the review comments is provided below: a. General report comments: • Include record drawings and other pertinent project information (meeting notes, flow data, etc.) in the Appendix. • Use current City logos on maps/figures. • Pete will provide updated manhole numbers. • BC will inspect buried manhole during final design. • Add new section for Environmental sampling. • City is not planning to include ADS Sanitite in the specification. City would like BC to discuss use of Vylon with Charlie Joyce. • Lou would like to see drawings stationed from the end per ASCE guidelines. • City’s current trunk sewer manhole detail has issues meeting H-20 loading requirements when there are pipe bends. A new detail may need to be developed during final design. BC will review and provide a copy of its current manhole detail for City review. • Plan drawings and temporary easements will be needed for the lateral improvements. • Laterals should connect at trunk sewer manholes. A fly line would be needed if they cannot connect at manholes. • The City would like to investigate manhole options where there will be large drops from the new laterals. ---PAGE BREAK--- Modesto Ceres Trunk Rehabilitation and Reliability – Preliminary Design July 28, 2015 2 4_Modesto Ceres Trunk PDR Review Meeting Notes 7-28-2015.docx b. Report Figure 1-2: label diversion/junction structures; identify upstream pipe in Zeff Road as replaced at improved slope. c. Report page 3-1: In the last paragraph, add narrative referencing Tables 3-1 and 3-2. d. Report page 3-5: Add section on the HDPE studliner; add a manhole conclusion section. Stud- liner spec should include final spark test. e. Report page 4-2: Update design flows and hydraulic analysis with 10-year 24 hour design storm per Master Plan hydraulic model. Note: BC is still waiting to receive the hydraulic model results from Carollo. Include flows from the 2007 Master Plan model if 2015 flows are not available. f. Report page 5-1: Correct typo in Section 5.1.2. g. Report Figure 12-1: identify upstream pipe in Zeff Road as replaced at improved slope. h. General drawing comments: • At manhole direction changes, there should be at least 0.05 feet drop across the manhole. • Don’t include City details in the drawings; reference City standards. Remove City title block if standard details are modified. • City is still specifying Pamrex manhole lids. Pamtight lids are needed in the floodplain. • Flooded manhole design will need to be considered for some project manholes. Need to check studliner design with regard to flooded manholes. • BC should speak with City traffic engineers during final design regarding Zeff Road classifi- cation and restoration requirements. BC will visit Zeff Road to review current pavement condition and likelihood of full street replacement. • Due to utility conflict, existing Line C will be moved to replace existing 18-inch diameter pipe to the south. BC will confirm needed pipe size with design flows. i. Drawing Sheet G-02: missing index sheet C-3. j. Drawing Sheet C-03: check slope callout. k. Drawing Sheet C-08: confirm need for 18-inch diameter pipe. l. Drawing Sheet S-02: confirm stop gate is needed on outlet pipe. m. Cost Estimate: City thought road paving line item was high. BC will review need for full-width paving. n. Construction Schedule: No comments on the construction schedule. 2. Discussion Items/Next Steps a. The Geotechnical Evaluation on the Highway 99 bore and Zeff Road is in progress b. The Highway 99 bore design will be delayed to final design c. BC is waiting for the Hydraulic Model from Carollo; City will verify progress. d. Property and Easement Acquisition will be moved to Final Design. e. BC will move forward to finalize PDR and 35 percent Design Documents f. BC will submit the Final Design Scope and Budget. Final design proposal will have the following components: • CFD modeling will be an optional task • Traffic control plans will not be included. Traffic control will be the contractor’s responsibil- ity. ---PAGE BREAK--- Modesto Ceres Trunk Rehabilitation and Reliability – Preliminary Design July 28, 2015 3 4_Modesto Ceres Trunk PDR Review Meeting Notes 7-28-2015.docx • Budget for one stakeholder meeting with all property owners. • Additional survey and easement exhibits will be included. • Caltrans and County permit support will be included. • Pete would like to take this to Council on September 8. 3. Other Items for Discussion a. Shackelford siphon crossing construction will be complete in late August. Action Item Assignment Deadline City would like BC to discuss use of Vylon with Charlie Joyce. BC 8/21/15 Check on status of hydraulic model results City 8/21/15 Verify Zeff Road pavement condition; modify bid quantity if needed. BC 8/21/15 Update Final PDR and 35% Drawings BC TBD Submit Final Design Proposal BC 8/10/15 ---PAGE BREAK--- This page intentionally left blank.