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Final_UFP-QAPP-Wheat Ridge Phase II_Jan28_2014_with SOPs

1. City of ZA Wheat Ridge Wheat Ridge Colorado Analyte CAS Number nene Reporting Limit bis p Chlorophenyl disulfide 1142 19 4 99 9 333 bis p Chlorophenyl sulfone 80 07 9 99 9 333 m p Cresols 65794 96 9 99 9 333 m Dinitrobenzene 99 65 0 99 9 330 m Nitroaniline 99 09 2 99 9 333 m Toluidine 108 44 1 99 330 n Decane 124 18 5 99 9 330 n Octadecane 593 45 3 99 9 330 o Cresol 95 48 7 99 9 333 o Nitroaniline 88 74 4 109 89 333 o Toluidine 95 53 4 99 9 330 p Dimethylamino azobenzene 60 11 7 99 9 330 p Benzoquinone 106 51 4 199 8 660 p Nitroaniline 100 01 6 99 9 333 p Phenylenediamine 106 50 3 3330 16500 p Toluidine 106 44 1 99 9 333 Matrix SOIL Analytical Group Method TPH SW 846 8015C Units mg kg Gasoline C6 C10 Not applicable 16 8 50 0 Diesel C10 C28 Not applicable 13 0 50 0 Residual Range Organics C28 C36 Not applicable 4 6 100 TPH Carbon Chain Total Not applicable 0 0 50 0 o Terphenyl 84 15 1 Not applicable Not applicable Matrix SOIL Analytical Group Method RCRA Metals SW 846 6010C 7471B Units mg kg Arsenic 7440 38 2 0 5 3 Barium 7440 39 3 0 1 0 5 Cadmium 7440 43 9 0 1 0 5 Chromium 7440 47 3 0 15 0 5 Lead 7439 92 1 0 33 1 Selenium 7782 49 2 0 5 3 Mercury 7439 97 6 0 00402 0 01 Silver 7440 22 4 0 1 0 5 Matrix TCLP Analytical Group Method VOA SW 846 8260B Units mg L 1 1 Dichloroethylene 75 35 4 0
2. RMC Page 42 LE City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZF Wheat Ridge Wheat Ridge Colorado COMMUNITY DEVELOPMENT Worksheet 16 Project Schedule Timeline 1st meeting is on 12 11 13 Consultants will 274 meeting is estimated Public Meetings assist City of Wheat to be on 3 11 14 RMC will assist with the community outreach effort and participate in Date of meeting Ridge and WR2020 meeting is estimated public meetings to be on 6 4 13 Early December Prior to the start of Prepare UFP QAPP RMC Consultants December 2013 2013 A general UFP QAPP Phase I dere Site Specific Field ie Sampling Plans Final Mb eal of Phase II Investigation Consultants February 2014 July 2014 Phase II ESA Reports Pa sampling and and Analytical Data EDD and Hard 9 Note Only activities associated with Phase Il work are listed Phase activities are not addressed in this QAPP D RMC Page 43 City of Final Brownfields Environmental Consultant Testing Services UFP QAPP AL Wheat Ridge Wheat Ridge Colorado S COMMUNITY DEVELOPMENT Worksheet 17 Sampling Design and Rationale Sampling approach Sampling activities must be adequate to determine the presence or absence magnitude extent and cleanup options for contaminants that may pose a threat to redevelopment and future land use The sampling approach will address
3. Worksheet 10 Background Site Maps historical and present 2 6 Project Quality Objectives and Measurement Site Specific PQOs Worksheet 11 Performance Criteria Measurement Performance Criteria Worksheet 12 2 6 1 Development of Project Quality Table Objectives Using the Systematic Planning Process 2 6 2 Measurement Performance Criteria oo R MC Page 10 2 Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP MUNITY DEVELOPMENT Wheat Ridge Colorado Required QAPP Element s and Required Information Crosswalk to Related 2 8 1 Project Overview 2 8 2 Project Schedule 3 1 Sampling Tasks 3 1 1 Sampling Process Design and Rationale 3 1 2 Sampling Procedures and Requirements 3 1 2 1 Sampling Collection Procedures 3 1 22 Sample Containers Volume and Preservation 3 1 2 3 Equipment Sample Containers Cleaning and Decontamination Procedures 3 1 24 Field Equipment Calibration Maintenance Testing and Inspection Procedures 3 1 25 Supply Inspection and Acceptance Procedures 3 1 2 6 Field Documentation Procedures 3 2 Analytical Tasks 3 2 1 Analytical SOPs 3 2 2 Analytical Instrument Calibration Procedures 3 23 Analytical Instrument and Equipment Maintenance Testing and Inspection Procedures 3 24 Analytical Supply Inspection and Acceptance Procedures Corresponding QAPP Section s Documents 2 7 Secondary Data Evaluation Sources of Secondary Da
4. December 2013 Direct Push Advancement and Sampling December 2013 Hollow Stem Auger Drilling and Sampling December 2013 Borehole Logging and Lithologic Description December 2013 Temporary Monitoring Well Installation December 2013 Monitoring Well Development December 2013 Groundwater Sample Collection December 2013 Equipment Decontamination December 2013 Investigation Derived Waste Management December 2013 Sample Handling Documentation And Tracking Procedures December 2013 Field Documentation December 2013 Instrument Calibration and Maintenance December 2013 ACM and LBP Testing December 2013 Borehole Abandonment December 2013 RMC Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 1 FIELD HEADSPACE SCREENING SOP Preparation Revision Date December 2013 Equipment Material Needs Photoionization Detector PID Ziplock bag Field logbook Soil will be screened from each five foot sample interval using an 11 7 electron volt PID meter to determine the relative presence of organic compounds and identify locations which may warrant the collection of soil samples Headspace screening measurements will be recorded in the field in accordance with the following protocol 1 Arepresentative portion of soil collected from each sample will be placed in a clean Ziplock bag and sealed air tight 2 The Ziplock bag cont
5. Manager RMC RMC Consultants Leader RMC Manager Consultants Consultants RMC Consultants Origins Laboaratory Denver is audited periodically as part of accreditation with the National Environmental Laboratory Accreditation Program Laboratory NELAP Technical Systems Audit RM RM AC Page 66 gt City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZZ N heat Ridge Wheat Ridge Colorado Worksheet 32 Assessment Findings and Corrective Action Responses Written audit report Joseph 3 Business days after Written response Claude Murray Field 5 Business days Mastromarchi Operations Manager after receipt of QA Manager RMC Consultants written report RMC Consultants Joseph Mastromarchi QA Manager RMC Consultants See Worksheet 31 See Worksheet 31 See Worksheet 31 See Worksheet 31 See Worksheet 31 See Worksheet 31 D RMC Page 67 e City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZZ NN heat Ridge Wheat Ridge Colorado Worksheet 33 QA Management Reports Table Joseph Mastromarchi from the QAPP or Field Operations Manager QA Manager FSP will be RMC Consultants David Groy Project Manager RMC Consultants Not Applicable Not Applicable Joseph Mastromarchi David Groy One per site QA Manager Project Manager RMC Consultants RMC Consultants Data Usability Assessment Report D RMC Page 68 City of VA Wheat Ric lge C
6. Screening Data instrument Performing Analysis SOP 13 Screening Data Dissolved oxygen YSI PRO PLUS RMC Consultants mp Maintenance Sop g Calibratonand PRO PLUS RMC Consultants ia Maintenance SOP 13 Calibration and Screening Data Temperature YSI PRO PLUS RMC Consultants Oo Maintenance Instrument Calibration and Specific Instrument Calibration and SOP 13 Maintenance Instrument Calibration and SOP 13 Maintenance Instrument Calibration and Maintenance Determination of Volatile Organics by GC MS Method 51 846 8260C 5030A Revised 01 07 2012 Determination of Semi Violatile Organics by GC MS Method SW846 8270D 3541C Oxidation Reduction YSI PRO PLUS RMC Consultants Potential HF Turbidity SCIENTIFIC MICRO TPW PID Screening Data Screening Data RMC Consultants Bras 2000 RMC Consultants Definitive voc GC MS Origins Laboratory Denver initi Origins im SIME Laboratory Denver Screening Data L Page 51 ZZ Wheat Ridge COMMUNITY DEVELOPMENT Determination of Semi Violatile Oriains Organics by GC MS Method Definitive SVOC GC MS ae Didier SW846 8270D 3510C THEM Determination of TPH by GC FID Origin Method SW846 8015C Revised Definitive TP GC FID e 01 07 2012 aporaory Determination of RCRA Metals T Method SW846 Definitive Metals ICP ba sens 6010C 7470A 3005A F
7. Tape measure Pocket knife Hand lens Camera Field forms Field logbook Prior to direct push activities RMC personnel will ensure all utilities in the area have been suitably located Soil borings will be advanced using a truck mounted GeoProbe operated by Remington Technologies LLC based in Loveland Colorado All borings will be advanced to a maximum depth of 25 feet below ground surface bgs or until groundwater or refusal is encountered Soil borings will be advanced using direct push continuous sampling techniques with 2 25 inch clear sampling tubes sleeves Soil borings will be continuously logged using the Unified Soil Classification System USCS for unconsolidated materials see SOP 5 One soil sample will be collected from each borehole at locations targeting potential areas of concern identified in the Phase ESA Soil samples will be field screened for VOCs using a MiniRae 2000 photo ionization detector PID or equivalent see SOP 1 for details All drilling equipment used to advance soil borings will be steam cleaned before use at each borehole All soil generated during direct push activities will be containerized pending receipt of analytical results and handled according to the practices described in SOP 10 IDW Management RMC personnel will provide on site support for direct push activities This support will consist of the following e Supervision and coordination of the drilling operation e Completion of the soil
8. Worksheet 2 QAPP Identifying Information Required QAPP Element s and Corresponding QAPP Section s Crosswalk to Related Required Information Documents 2 1 Title and Approval Page 2 2 Document Format and Table of Contents 2 2 1 Document Control Format 2 2 2 Document Control Numbering System 2 2 3 Table of Contents 2 24 QAPP Identifying Information 2 3 Distribution List and Project Personnel Sign Off Sheet 2 3 1 Distribution List 2 3 2 Project Personnel Sign Off Sheet 2 4 Project Organization 2 4 1 Project Organizational Chart 24 2 Communication Pathways 2 4 3 Personnel Responsibilities and Qualifications 2 4 4 Special Training Requirements and Certification 2 5 Project Planning Problem Definition 2 5 1 Project Planning Scoping 2 5 2 Problem Definition Site History and Background Project Management and Objectives Title and Approval Page Worksheet 1 Table of Contents Worksheet 2 QAPP Identifying Information Worksheet 3 Worksheet 4 Distribution List Project Personnel Sign Off Sheet Worksheet 5 Worksheet 6 Worksheet 7 Project Organizational Chart Communication Pathways Personnel Responsibilities and Qualifications Table Special Personnel Training Requirements Table Worksheet 8 Project Planning Session Worksheet 9 Documentation including Data Needs tables Project Scoping Session Participants Sheet Problem Definition Site History and
9. sands Poorly sorted well graded Grain or fragment size Coarse very fine Mineralogical indicators Quartz feldspar grains Note fill top of natural ground top of weathered bedrock and top of unweathered bedrock where appropriate Page 8 gt Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures TABLE 2 LOG DESCRIPTORS FOR CONSOLIDATED ROCK Parameter Formation name if known Rock type Modifier denoting variety Hardness Color Bedding Texture Degree of weathering Degree of fracturing fracture staining or filling Fracture orientation Structure and Orientation Mineralogical indicators Moisture content Example Denver Formation Sandstone shale siltstone Shaly calcareous siliceous argillaceous sandy micaceous Very soft soft moderately hard hard very hard Medium brown bluish gray Parting band thin bedded medium bedded thick bedded massive structureless interbedded Note provide thickness range of each in legend Poorly cemented well cemented fine coarse Unweathered intensely weathered Highly fractured limonite staining in fractures MnO staining calcite or zeolite fracture filling Inclined 30 horizontal Dipping beds at 10 Andesite volcanic grains mafic minerals Dry damp moist wet saturated Page 9 gt Final Brownfields Environmental Consultant Testing Services UFP Q
10. 0 03 5 0 4 Chlorotoluene 106 43 4 0 04 1 0 4 lsopropyltoluene 99 87 6 0 05 1 0 4 Methyl 2 pentanone 108 10 1 0 04 5 0 Acetone 67 64 1 3 8 8 0 Benzene 71 43 2 0 05 1 0 1 1 2 2 Tetrachloroethane 79 34 5 0 08 1 0 Bromobenzene 108 86 1 0 08 1 0 Bromochloromethane 74 97 5 0 1 1 0 Bromodichloromethane 75 27 4 0 08 1 0 Bromoform 75 25 2 0 1 1 0 Bromomethane 74 83 9 0 08 1 0 Carbon disulfide 75 15 0 0 2 2 0 Carbon tetrachloride 56 23 5 0 06 1 0 Chlorobenzene 108 90 7 0 04 1 0 Chloroethane 75 00 3 0 1 1 0 Chloroform 67 66 3 0 07 1 0 1 1 2 Trichloroethane 79 00 5 0 1 1 0 Chloromethane 74 87 3 0 1 1 0 cis 1 2 Dichloroethene 156 59 2 0 07 1 0 cis 1 3 Dichloropropene 10061 01 5 0 08 1 0 Dibromochloromethane 124 48 1 0 06 1 0 Dibromomethane 74 95 3 0 2 1 0 Ethylbenzene 100 41 4 0 07 1 0 Hexachlorobutadiene 87 68 3 0 1 1 5 lodomethane 74 88 4 0 1 2 0 Isopropylbenzene 98 82 8 0 06 1 0 m p Xylene 108 38 3 106 42 3 0 1 2 0 D RMC Page 29 Final Brownfields Environmental Consultant Testing Services UFP QAPP City of Wheat Ridge Wheat Ridge Colorado Analyte CAS Number es Reporting Limit 1 1 Dichloroethane 75 34 3 0 1 1 0 Methylene Chloride 75 09 2 0 0 5 0 Methyl tert Butyl Ether 1634 04 4 0 08 1 0 Naphthalene 91 20 3 0 2 10 0 n Butylbenzene 104 51 8 0 06 1 0 n Propylbenzene 103 65 1 0 0
11. 003 0 01 1 2 Dichloroethane 107 06 2 0 0025 0 01 1 4 Dichlorobenzene 106 46 7 0 0025 0 01 2 Butanone 78 93 3 0 0125 0 05 Benzene 71 43 2 0 003 0 01 Carbon tetrachloride 56 23 5 0 003 0 01 Chlorobenzene 108 90 7 0 0025 0 01 Chloroform 67 66 3 0 0025 0 01 Tetrachloroethylene 127 18 4 0 003 0 01 Trichloroethylene 79 01 6 0 0025 0 01 D RMC Page 41 Final Brownfields Environmental Consultant Testing Services UFP QAPP 2 City of FZ Wheat Ridge Wheat Ridge Colorado Analyte CAS Number epe Reporting Limit Vinyl chloride 75 01 4 0 005 0 01 Matrix TCLP Analytical Group Method SVOCs SW 846 8270C Units mg L 1 4 Dichlorobenzene 106 46 7 0 015 0 05 2 4 5 Trichlorophenol 95 95 4 0 015 0 05 2 4 6 Trichlorophenol 88 06 2 0 015 0 05 2 4 Dinitrotoluene 121 14 2 0 015 0 05 Hexachlorobenzene 118 74 1 0 015 0 05 Hexachlorobutadiene 87 68 3 0 015 0 05 Hexachloroethane 67 72 1 0 015 0 05 Nitrobenzene 98 95 3 0 015 0 05 Pentachlorophenol 87 86 5 0 015 0 05 Pyridine 110 86 1 0 015 0 05 m p Cresols 65794 96 9 0 015 0 05 o Cresol 95 48 7 0 015 0 05 Matrix TCLP Analytical Group Method RCRA Metals SW 846 6010C Units mg L Arsenic 7440 38 2 0 05 0 3 Barium 7440 39 3 0 01 0 05 Cadmium 7440 43 9 0 01 0 05 Chromium 7440 47 3 0 01 0 05 Lead 7439 92 1 0 033 0 1 Selenium 7782 49 2 0 06 0 3 Silver 7440 22 4 0 01 0 05 Mercury 7439 97 6 0 00066 0 002
12. 330 2 4 5 Trichlorophenol 95 95 4 99 9 333 2 4 6 Trichlorophenol 88 06 2 99 9 333 2 4 Dichlorophenol 120 83 2 99 9 333 2 4 Dimethylphenol 105 67 9 99 9 333 2 4 Dinitrophenol 51 28 5 99 9 666 2 4 Dinitrotoluene 121 14 2 99 9 333 2 4 Toluene diisocyanate 584 84 9 333 333 2 6 Dichlorophenol 87 65 0 99 9 333 2 6 Dinitrotoluene 606 20 2 99 9 333 2 Acetylaminofluorene 53 96 3 99 9 333 2 Chloronaphthalene 91 58 7 9 99 33 3 2 Chlorophenol 95 57 8 99 9 333 2 Ethoxyethanol 110 80 5 333 1650 2 Methyl 4 6 dinitrophenol 534 52 1 99 9 333 2 Methylnaphthalene 91 57 6 9 99 33 3 2 Naphthylamine 91 59 8 99 9 333 2 Nitrophenol 88 75 5 99 9 333 2 Picoline 109 06 8 99 9 333 3 3 Dichlorobenzidine 91 94 1 99 9 333 3 3 Dimethylbenzidine 119 93 7 99 9 330 3 5 Dimethylphenol 108 68 9 99 9 333 3 Methylcholanthrene 56 49 5 99 9 333 4 4 Methylenebis 2 chloroaniline 101 14 4 333 1650 4 Aminobiphenyl 92 67 1 99 9 333 4 Bromophenylphenylether 101 55 3 99 9 333 4 Chloro 3 methylphenol 59 50 7 133 2 333 4 Chloroaniline 106 47 8 99 9 333 4 Chlorophenylphenylether 7005 72 3 99 9 333 4 Chlorothioanisole 123 09 1 99 9 333 4 Chlorothiophenol 106 54 7 99 9 333 4 Nitrophenol 100 02 7 99 9 333 4 Nitroquinoline 1 oxide 56 57 5 99 9 333 5 Methylchrysene 3697 24 3 99 9 333 5 Nitro o toluidine 99 55 8 99 9 333 7 12Dimethylbenz a anthracene 57 97 6 99 9 333 7H Dibenzo c g carbazole 194 59 2 99 9 333 Acenaphthene 83 32 9 9 99 33 3 Acenaphthylene 208 96 8 9 99 33 3 Acetophenone 9
13. 4 4 0 1 2 4 Trimethylbenzene 95 63 6 0 2 4 0 1 2 Dibromo 3 chloropropane 96 12 8 1 9 20 0 1 2 Dibromoethane EDB 106 93 4 0 6 4 0 1 2 Dichlorobenzene 95 50 1 0 3 4 0 1 2 Dichloroethane 107 06 2 0 3 4 0 1 2 Dichloropropane 78 87 5 0 2 4 0 1 3 5 Trimethylbenzene 108 67 8 0 2 4 0 1 3 Dichlorobenzene 541 73 1 0 3 4 0 1 3 Dichloropropane 142 28 9 0 4 4 0 1 1 1 Trichloroethane 71 55 6 0 2 4 0 D RMC Page 34 Final Brownfields Environmental Consultant Testing Services UFP QAPP 2 City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number See Reporting Limit 1 4 Dichlorobenzene 106 46 7 0 3 4 0 2 2 Dichloropropane 590 20 7 0 6 4 0 2 Butanone 78 93 3 8 0 20 0 2 Chlorotoluene 95 49 8 0 1 4 0 2 Hexanone 591 78 6 1 3 20 0 4 Chlorotoluene 106 43 4 0 2 4 0 4 lsopropyltoluene 99 87 6 0 2 4 0 4 Methyl 2 pentanone 108 10 1 1 4 20 0 Acetone 67 64 1 15 1 32 0 Benzene 71 43 2 0 2 4 0 1 1 2 2 Tetrachloroethane 79 34 5 0 3 4 0 Bromobenzene 108 86 1 0 3 4 0 Bromochloromethane 74 97 5 0 5 4 0 Bromodichloromethane 75 27 4 0 3 4 0 Bromoform 75 25 2 0 5 4 0 Bromomethane 74 83 9 0 3 4 0 Carbon disulfide 75 15 0 0 6 10 0 Carbon tetrachloride 56 23 5 0 2 4 0 Chlorobenzene 108 90 7 0 2 4 0 Chloroethane 75 00 3 0 4 4 0 Chloroform 67 66 3 0 3 4 0 1 1 2 Trichloroethane 79 00 5 0 5 4 0 Chlorome
14. 4 Chlorothioanisole 123 09 1 3 10 4 Chlorothiophenol 106 54 7 3 10 4 Nitrophenol 100 02 7 3 10 4 Nitroquinoline 1 oxide 56 57 5 3 8 10 5 Methylchrysene 3697 24 3 3 10 5 Nitro o toluidine 99 55 8 3 10 7 12Dimethylbenz a anthracene 57 97 6 3 10 7H Dibenzo c g carbazole 194 59 2 3 10 Acenaphthene 83 32 9 0 3 1 Acenaphthylene 208 96 8 0 3 1 Acetophenone 98 86 2 3 10 Aniline 62 53 3 4 2 10 Anthracene 120 12 7 0 3 1 Aramite 140 57 8 3 7 10 Atrazine 1912 24 9 3 10 Benzaldehyde 100 52 7 3 10 Benzidine 92 87 5 3 9 10 Benzo a anthracene 56 55 3 0 3 1 Benzo a pyrene 50 32 8 0 3 1 Benzo b fluoranthene 205 99 2 0 3 1 D RMC Page 31 Final Brownfields Environmental Consultant Testing Services UFP QAPP p City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number epe Reporting Limit Benzo b k fluoranthene NA 0 3 10 Benzo ghi perylene 191 24 2 0 3 1 Benzo j fluoranthene 205 82 3 3 10 Benzo k fluoranthene 207 08 9 0 3 1 Benzoic acid 65 85 0 6 20 Benzyl alcohol 100 51 6 3 10 Biphenyl 92 52 4 3 10 Butylbenzylphthalate 85 68 7 3 10 Caprolactam 105 60 2 3 10 Carbazole 86 74 8 0 3 1 Chlorobenzilate 510 15 6 3 10 Chrysene 218 01 9 0 3 1 Cresols total 1319 77 3 3 20 Di n butylphthalate 84 74 2 3 10 Di n octylphthalate 117 84 0 3 10 Diallate 2303 16 4 3 10 Dibenz a h acridin
15. 9 3 7 10 D RMC Page 33 Final Brownfields Environmental Consultant Testing Services UFP QAPP City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number nne Reporting Limit m Dinitrobenzene 99 65 0 3 10 m Nitroaniline 99 09 2 3 10 m Toluidine 108 44 1 3 10 n Decane 124 18 5 3 10 n Octadecane 593 45 3 3 10 o Cresol 95 48 7 3 10 o Nitroaniline 88 74 4 3 10 o Toluidine 95 53 4 3 10 p Dimethylamino azobenzene 60 11 7 3 10 p Benzoquinone 106 51 4 3 10 p Nitroaniline 100 01 6 3 10 p Phenylenediamine 106 50 3 100 500 p Terphenyl d14 1718 51 0 3 10 p Toluidine 106 44 1 3 10 Matrix Water Analytical Group Method TPH SW 846 8015C Units mg L Gasoline C6 C10 Not applicable 4 67 5 Diesel C10 C28 Not applicable 1 05 5 Residual Range Organics C28 C36 Not applicable 1 22 10 TPH Carbon Chain Total Not applicable 0 0 5 o Terphenyl 84 15 1 Not applicable Not applicable Matrix Water Analytical Group Method RCRA Metals SW 846 6010C 7470A Units pg L Arsenic 7440 38 2 5 30 Barium 7440 39 3 1 5 Cadmium 7440 43 9 1 5 Chromium 7440 47 3 1 5 Lead 7439 92 1 3 3 10 Selenium 7782 49 2 6 30 Mercury 7439 97 6 0 067 0 2 Silver 7440 22 4 1 5 Matrix SOIL Analytical Group Method VOCs SW 846 8260C Units pg kg 1 1 1 2 Tetrachloroethane 630 20 6 0 4 4 0 1 2 4 Trichlorobenzene 120 82 1 0
16. 9 99 9 333 Diethylphthalate 84 66 2 99 9 333 Dimethoate 60 51 5 99 9 333 Dimethylphthalate 131 11 3 99 9 333 Dinoseb 88 85 7 99 9 333 Diphenyl disulfide 882 33 7 99 9 333 Diphenyl sulfide 139 66 2 99 9 333 Diphenylamine 122 39 4 99 9 333 Disulfoton 298 04 4 99 9 333 Ethyl Methanesulfonate 62 50 0 99 9 333 Ethyl methacrylate 97 63 2 99 9 333 Famphur 52 85 7 99 9 333 Fluoranthene 206 44 0 9 99 33 3 Fluorene 86 73 7 9 99 33 3 Hexachlorobenzene 118 74 1 99 9 333 Hexachlorobutadiene 87 68 3 99 9 333 Hexachlorocyclopentadiene TT AT 4 99 9 333 Hexachloroethane 67 72 1 99 9 333 Hexachlorophene 70 30 4 3862 8 16500 Hexachloropropene 1888 7 1 7 99 9 333 Hydroxymethyl phthalimide 118 29 6 99 9 333 Indeno 1 2 3 cd pyrene 193 39 5 9 99 33 3 D RMC Page 39 Final Brownfields Environmental Consultant Testing Services UFP QAPP p City of Wheat Ridge Wheat Ridge Colorado Analyte CAS Number nne Reporting Limit Isodrin 465 73 6 66 6 333 Isophorone 78 59 1 99 9 333 Isosafrole 120 58 1 99 9 333 Kepone 143 50 0 99 9 333 Methapyrilene 91 80 5 99 9 333 Methoxychlor 72 43 5 99 9 333 Methyl methacrylate 80 62 6 99 9 333 Methyl methanesulfonate 66 27 3 99 9 333 Methyl parathion 298 00 0 99 9 333 N Methyl N nitrosomethylamine 62 75 9 99 9 330 N Nitrosodi n butylamine 924 16 3 99 9 333 N Nit
17. IIA IIB Project Reporting Limit All sample results met the project detection limits specified in Joseph Mastromarchi the QAPP QA Manager RMC Consultants Raw data Data will be provided by the laboratory as a complete report and raw Joseph Mastromarchi data package A data review will be completed to ensure that project Manager data quality objectives were satisfied and to evaluate data usability RMC Consultants oo RMC Page 70 324 City of H Final Brownfields Environmental Consultant Testing Services UFP QAPP V Wheat Ridge COMMUNITY D rvtLOIMIENT Worksheet 36 Validation Steps Ila and IIb Summary Table Groundwater VOC BTEX Low SW 846 Methods 8260C amp MTBE 8270D 8015C 6010C SVOC TPH DoD QSM RCRA Metals QAPP Worksheet 28 VOC BTEX Low SW 846 Methods 8260C amp MTBE 8270D 8015C 6010C SVOC TPH DoD QSM RCRA Metals QAPP Worksheet 28 Wheat Ridge Colorado Joseph Mastromarchi QAManager RMC Consultants Joseph Mastromarchi QAManager RMC Consultants DRMC Page 71 fee City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZZ WN heat Ridge Wheat Ridge Colorado Worksheet 37 Usability Assessment The Data Usability Assessment will be performed by the QA Manager Project Chemist The results of the Data Usability Assessment will be presented in the final project report The following items will be assessed and conclusions drawn
18. Information Gatherers Inc and provided in RMC s Phase Enviromental Assessment Arecords search for facilities that handle or release hazardous materials and or petroleum Arecords search for facilities with registered and or leaking underground petroleum storage tanks Arecords search for well permits Illustrates surface water The radius map report assists with ensuring compliance with ASTM E1527 13 and the EPA s All Appropriate Inquiry rule State underground storage tank UST records may not be complete Not all wells within the specified search radius may be listed drainage pathways and To be determined historical land use RMC Page 26 Aes City of X Final Brownfields Environmental Consultant Testing Services UFP QAPP SA N heat Ridge Wheat Ridge Colorado COMMUNITY D rvtLOI MENT Worksheet 14 Summary of Project Tasks Site Specific Work Plans Prepare site specific work plans to address the Phase Il assessment activities the SAP the site safety amp health plan SSHP and any revisions amendments to this QAPP based on site specific conditions Direct Push Borings Advance up to six boreholes to 25 feet below ground surface bgs using direct push technology at each site Prior to the start of the field investigation the locations of all utilities in the vicinity of the proposed boreholes will be determined to ensure a safe working environment during direct push ac
19. Inspection Table 58 Worksheet 26 Sample Handling 59 Worksheet 27 Sample Custody Requirements 60 gt RMC Page ii VA W ba St Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP A COMMUNITY DEVELOPMENT City of Wheat Ridge Colorado Worksheet 28 QC Samples 61 Worksheet 29 Project Documents and Records Table 64 Worksheet 30 Analytical Services 65 3 0 ASSESSMENT AND OVERSIGHT WORKSHEETS 31 33 Worksheet 31 Planned Project Assessments Table 66 Worksheet 32 Assessment Findings and Corrective Action Responses 67 Worksheet 33 Qa Management Reports 68 4 0 DATA REVIEW WORKSHEETS 34 37 Worksheet 34 Verification Step Process 69 Worksheet 35 Validation Steps lla And IIb Process Table 70 Worksheet 36 Validation Steps And IIb Summary Table 71 Worksheet 37 Usability Assessment RMC Page iii CONSULTAM VA Wiat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOP
20. Laboratory Method Blank fewer samples Bias the LOQ A Laboratory Limit of Detection determination and Sensitivity lt LOQ A verification Laboratory Limit of Quantitation Quarterly LOQ establishment and Sensitivity lt Reporting limit A verification 24 City of AW W heat Ridge COMMUNITY DEVELOPMENT Matrix Water or Soil Analytical Group Concentration Level Organics or Inorganics Low Analytical Method All Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Not applicable Each sample delivery group SDG Completeness 10 data rejected S amp A QC acceptance criteria from the Department of Defense DoD Quality Systems Manual QSM for Environmental Laboratories Version 4 2 10 25 2010 http www denix osd mil edgw as noted in Worksheets where applicable The DoD QSM was developed to provide baseline requirements for the establishment and management of quality systems for environmental testing laboratories performing services for the DoD it is based on the National Environmental Laboratory Accreditation Conference NELAC Chapter 5 Quality Systems standard July 1999 Although none of the Phase properties are DoD sites intends to use the DoD QSM for guidance since the manual contains the minimum requirements essential to ensuring the generation of definitive envir
21. Method 600 M4 82 020 An RMC representative who is an EPA certified LBP inspector will also collect potential LBP samples and submit samples to an appropriate laboratory to be determined RMC will inventory all suspect interior and exterior painted surfaces and all suspect building materials with potential asbestos content during a visual inspection Each suspect paint or building material will be inventoried by age condition quantity type color location and friability Using this information the various paints and building materials will be assigned sampling priorities Inspection for the presence of ACM and LBP will consist of the following e Visually examine accessible areas and identify the locations of suspect ACM and LBP e Collect and analyze representative bulk samples of materials suspected of containing Asbestos and samples of suspected LBP e Document ACM and LBP quantities e Generate a final report documenting sample locations analysis results conditions ACM and LBP quantities and recommendations The Asbestos Hazard Emergency Response Act AHERA regulations specify sampling density protocol based on the quantity and type of material Selected sample locations will be representative of the various homogeneous materials RMC inspectors will collect samples at selected locations using a random sampling scheme As destructive testing is outside of the scope of many projects samples will be collected in obscure or hidden l
22. Page vi City of ZW W heat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT City of Wheat Ridge Colorado WR2020 Wheat Ridge 2020 ug L microgram per liter Percent gt RMC Page vii VA Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP Cows DEVELOPMENT e City of Wheat Ridge Colorado WORKSHEET 1 TITLE AND APPROVAL PAGE Site Name Project Name Wheat Ridge Colorado Community Wide Brownfields Assessment Project Site Location Site locations will consist of properties located at Kipling and 38 Avenue and 49 Avenue and Ward Road future transit oriented development TOD site for the end of the line station for the Gold Line light rail system and Wheat Ridge urban renewal areas including properties along the Wadsworth Boulevard corridor between 35th Avenue and 44 Avenue and at 44 Avenue and Ward Road Figure 1 Document Title Uniform Federal Policy Quality Assurance Project Plan UFP QAPP for Brownfields Environmental Consultant Testing Services City of Wheat Ridge Colorado Lead Organization City of Wheat Ridge Colorado Preparer s Name and Organization Address Telephone Number and E mail Address Jennifer Hussey RMC Consultants Inc 12295 West 48 Avenue Unit A Wheat Ridge CO 80033 303 980 4101 jhussey rmc consultants com Revision Preparation Date Day Month Year Initial submittal Project Field Operations Manager Cl
23. QC QC acceptance criteria For QC and field Apply J flag to all Alternative surrogates are Spike samples cited in DOD QSM v4 2 samples correct problem associated analytes if recommended when Table G 3 Otherwise then reprep and acceptance criteria are there is obvious use in house control reanalyze all failed not met chromatographic limits samples for failed interference surrogates in the associated preparatory batch if sufficient sample material is available If obvious chromatographic interference with surrogate is present reanalysis may not be necessary Laboratory One per preparatory LCS criteria cited in Correct problem then If reanalysis cannot be Problem must be Control batch DOD QSM v4 2 Tables reprep and reanalyze the performed data must corrected sample LCS G 4 through G 10 LCS and all samples in be qualified and Results may not be containing all G 18 and G 19 the associated explained in the case reported without a valid analytes to be preparatory batch for narrative Apply J flag LCS reported failed analytes if to specific analyte s in Flagging is only including sufficient sample material all samples in the appropriate in cases surrogates is available associated preparatory where the samples batch cannot be reanalyzed Laboratory One per preparatory No analytes detected gt Correct problem If If reanalysis cannot be Problem must be Method blank batch RL and gt 1
24. Ridge Wheat Ridge Colorado COMMUNITY DEVELOPMENT Worksheet 8 Special Personnel Training Requirements OSHA 40 hour Qualified d Sampling Team Site Worker HAZWOPER with annual individual or Adde All site workers Member Site worker s employer de MR prior to field refresher training institute RMC event Qualified d Sampling Team Site Worker First Aid CPR individual or Comp ete All site workers Member Site worker s employer due prior to field institute RMC event To be Qualified Site OSHA 8 hour Ny completed Sampling Team Sampling Team Leader zm Supervisor HAZWOPER Supervisor ar prior to field Leader SSHO RMC emiployer event To be Asbestos Buil Building CDPHE Asbestos Qualified completed Asbestos Building _ 088105 Building Poa individual or Inspector Inspector s employer Inspector Certification n prior to field Inspector institute RMC event oe RMC Page 19 7 W heat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT Wheat Ridge Colorado Worksheet 9 Project Scoping Session Participants Sheet Project Name Brownfields Enviromental Site Name Will be determined following Phase ESA Consultant Testing Services Site Location Properties located at Kipling and 38 Projected Date s of Phase Il February July Ave and 49 Ave and Ward Rd
25. Sample Handling and Tracking Sample Container Identification System Sample Handling Flow Diagram 3 3 3 Sample Custody Example Chain of Custody Form and Seal 3 4 Quality Control Samples QC Samples Table Worksheet 28 3 4 1 Sampling Quality Control Samples Screening Confirmatory Analysis 3 4 2 Analytical Quality Control Samples Decision Tree 3 5 Data Management Tasks Project Documents and Records Worksheet 29 3 5 1 Project Documentation and Records Table 3 52 Data Package Deliverables Analytical Services Table Worksheet 30 3 5 3 Data Reporting Formats Data Management SOPs 3 5 4 Data Handling and Management 3 5 5 Data Tracking and Control Assessment Oversight 4 1 Assessments and Response Actions Assessments and Response 4 1 1 Planned Assessments Actions 4 1 2 Assessment Findings and Corrective Planned Project Assessments Worksheet 31 Action Responses Table Audit Checklists Assessment Findings and Worksheet 32 Corrective Action Responses Table 4 2 QA Management Reports QAManagement Reports Table Worksheet 33 DRMC Page 12 City of Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado COMMUNITY DEVELOPMENT 5 1 Overview 5 2 Data Review Steps Verification Step Process Table Worksheet 34 5 2 1 Step Verification Validation Steps Ila and IIb Worksheet 35 5 22 Step Il Validation Process Table 5 2 2
26. acceptance criteria are not met Matrix Spike 1 per 20 field LCS criteria cited in Examine the For the specific For matrix evaluation MS samples per media DOD QSM v4 2 Tables project specific DQOs analyte s in the parent only G 4 through G 10 sample apply J flag if If MS results are outside G 18 and G 19 acceptance criteria are the LCS limits the data not met shall be evaluated to determine the source of difference and to determine if there is a matrix effect or analytical error Matrix Spike 1 per 20 field LCS criteria cited in Examine the For the specific For matrix evaluation Duplicate samples per matrix DOD QSM v4 2 Tables project specific DQOs analyte s in the parent only MSD G 4 through G 10 sample apply J flag if If MS results are outside G 18 and G 19 acceptance criteria are the LCS limits the data JoRPD lt 30 not met shall be evaluated to determine the source of difference and to determine if there is a matrix effect or analytical error 61 Am City of ZZ Wheat Ridge Hurmi 7 COMMUNITY Div Matrix Water and Soil Analytical Group Concentration Level Organics and Inorganics Low Analytical Method All Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Qc Sample QC Minimum Acceptance Check Frequency Criteria Corrective Action Flagging Criteria Comments Surrogate All field and
27. and opened the entire length of the sample will be screened for the presence of VOCs using a photoionization detector PID or flame ionization detector FID One sample will be collected from each boring for analysis based on the highest PID FID readings or other indications of potential contamination e g odors or staining Soil samples for VOC SVOC and GRO analyses should be collected immediately upon sample retrieval without being homogenized to avoid potential volatilization of target chemicals Samples collected for the remaining analytical parameters will be composited in a stainless steel bowl placed in appropriate labeled sample containers and immediately placed on ice and cooled to approximately 4 C Samples not retained for chemical analysis will be discarded with the borehole cuttings and containerized pending receipt of analytical results and handled according to the practices described in SOP 10 IDW Management A rig geologist qualified geologist hydrogeologist engineer or technician experienced in borehole drilling and soil sampling will be present at each operating drill rig during drilling and sampling operations This rig geologist will be responsible for documenting drilling operations health and safety monitoring decontamination procedures IDW handling sample collection and preparing detailed boring logs All activities and information associated with borehole drilling and sampling will be recorded on boring logs
28. boring log making lithologic interpretations observed colors odors and any other information that is relevant to investigative activities e Physical collection of the soil samples to be taken RMC personnel on site will include at a minimum a qualified geologist RMC personnel will be 40 Hour 8 Hour OSHA trained and will participate in the company s medical monitoring program gt R M C Page 3 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 4 HOLLOW STEM AUGER DRILLING AND SAMPLING SOP Preparation Revision Date December 2013 Equipment Material Needs Hollow stem auger drill rig with appropriately sized augers and drill rods Sampling equipment for hollow stem auger rig e g stainless steel split spoon sampler liners plastic end caps teflon sheeting and tape Stainless steel scoop or spoon knife and mixing bowl Sample collection supplies e g waterproof markers sample labels cooler for sample storage trash bags Tape measure Hand lens Camera Boring log forms Field logbook Appropriate field monitoring instruments and personal protective equipment PPE as outlined in the HSP Drums or other approved containers for containing soil and water Decontamination equipment and supplies e g high pressure sprayer washer wash rinse tubs brushes Alconox plastic sheeting paper towels sponges garden type water sprayers large plas
29. classification for unconsolidated materials e Rock type classification for consolidated materials e Graphic representation of material e Detailed lithologic description For unconsolidated materials the description should address the parameters listed in Table 1 including compaction consistency water content color texture grain sizes sorting and shapes and plasticity major and minor constituents e g gravel sand silt clay and major mineralogy as identifiable from the sample For rock materials the description should address the parameters listed in Table 2 including weathering classification color texture hardness rock type and major mineralogy and presence and orientation of fractures staining and bedding e SGtratigraphic lithologic changes Where distinct lithologic changes are directly observed they will be identified on the boring log by a solid horizontal line Gradational transitions and changes identified indirectly from cuttings or methods other than direct observation and measurement will be identified by a horizontal dashed e Detailed description of basis for identification of top of weathered bedrock and top of unweathered bedrock e Depth at which water is first encountered the depth of water at the completion of drilling and the static depth to water if possible Static water level data will include time allowed for levels to stabilize The absence of water in borings will also be indicated e Borehol
30. cm in the solution while the other will read an actual value If the conductivity reading varies by more than 0 1 mS cm from the expected value note the reading and perform a calibration sequence Perform the sensor rinse with the conductivity standard and then refill the cup halfway with buffer solution and replace on the sensor head When the reading has stabilized press Enter on the keypad The reading should show the expected value Press enter again and the instrument will return to the calibration menu Back out of the menu and re check the calibration reading Document the sensor check and calibration in the field logbook Calibration of additional sensors if the instrument is so equipped follows the same procedure described above for pH and conductivity The only exception is the temperature sensor A scientific alcohol thermometer should be used to check the temperature sensor operation Note all calibration steps in the field logbook Water Quality Instrument Maintenance The YSI 556 MPS should be stored at room temperature or close to it when not in use The unit is powered by four C size batteries When turning the instrument off replace the sensor head protective cover Make sure there is about 72 inch of potable water in the cup before screwing it on the head This keeps the sensor probes from drying out and losing effectiveness Distilled water is not recommended for probe storage Since the YSI 556 MPS units used are procured
31. data gaps identified during the Phase ESAs Sampling design and rationale Findings from the Phase ESAs will be used to determine the sampling design and rationale which will be presented in the site specific work plans gt RMC Page 44 em City of E A W heat Lic loc COMMUNITY Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 18 Sampling Locations and Methods SOP Requirements Table Sample Depth Sampling Location ft bgs One sample will be collected from each borehole Up to 10 soil borings 4 of which will be completed as temporary wells will be advanced at each site To be determined during direct push and drilling activities Temporary Monitoring Wells Dependant upon well Up to four temporary wells screen placement will be installed at each site Soil and Groundwater See Sample Collection SOP References table Worksheet 21 Sample Collection SOP Reference Rationale for Sampling Location Number of Samples per Site Analytical Group VOCs BTEX Only if warranted amp MTBE number to be SVOCs determined in RCRA Metals site specific FSP SOP2 Surface Soil Sampling To be determined dependent upon Phase ESA findings SOP 3 and 4 Direct Push Advancement amp Sampling Hollow Stem Auger Drilling amp Sampling VOCs BTEX amp MTBE SVOCs TPH RCRA
32. e Decontamination procedures and observations e Weather conditions Rinsate Blanks Equipment rinsate samples rinsate blanks equipment may be collected to verify the effectiveness of the decontamination procedures The rinsate sampling procedure will include rinsing deionized water through or over a decontaminated sampling tool such as a split spoon and collecting the rinsate water into the appropriate sample bottles The rinsate sampling procedure including the sample number will be recorded in the field notebook gt R MC Page 18 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 10 INVESTIGATION DERIVED WASTE MANAGEMENT SOP Preparation Revision Date December 2013 Equipment List DOT approved 55 gallon drums 500 gallon polyethylene holding tank Sampling equipment and sample containers if applicable Liquid IDW All IDW liquid will be stored in 55 gallon drums or a 500 gallon polyethylene holding tank for temporary storage The containers used to store purge decontamination water will be marked with the following information Site name and number Type of IDW i e purge water Well number s Date s of accumulation Name and phone number of City of Wheat Ridge contact One composite liquid sample for laboratory analysis will be collected from the liquid IDW purge and decontamination water at each site and submitted for t
33. from an equipment rental vendor the sensors are typically well maintained and in good working order In the event of equipment malfunction to the point D R MC Page 25 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures where one or more of the sensors will not calibrate a replacement unit should be requested immediately from the supplier Turbidimeter Calibration Procedure The Hach 2100P rental units used the field are supplied with a kit of Gelex calibration check standards of various turbidity values Typically these are supplied in sealed vials and can be re used through out the field survey and are returned with the unit to the supplier The Gelex standards are used to field check calibration Formazin standards are used for calibration The manufacturer recommends use of Hach StablCal Stabilized Formazin for calibration Kit w 20 100 and 800 NTU sealed vials Cat No 26594 05 Standards may also be ordered in 500 mL bottles A nominal zero value standard is also required 0 1 NTU StablCal Stabilized Formazin Standard 100 mL Cat No 26597 42 Detailed calibration instructions are contained in the Hach 2100P User Manual If a hard copy is not available a pdf file containing the manual is available at the manufacturer s website for download Turbidimeter Maintenance The turbidimeter should be stored at room temperature The unit is powered by fou
34. inch ID wells a minimum nominal 6 inch ID hollow stem auger assembly will be used The procedures for temporary monitoring well installation specified below may be modified for project specific objectives in the project specific FSP Well Casings and Screens Well casings will consist of new 2 inch ID unless otherwise specified threaded flush joint schedule 40 PVC monitoring well casing All joints within the casing string will be threaded Well screens will consist of new threaded PVC monitoring well screen with 0 010 inch factory machined slots All well screens will have an internal diameter equal to that of the well casing The wall thickness of PVC screen will be the same as that of the well casing A threaded end cap will be provided at the bottom of the screen Unless otherwise specified 10 feet of well screen will be installed for wells Monitoring wells will be constructed 2 inches in diameter and installed across the water table i e screened three feet above and seven feet below the water table for a total screen length of 10 feet Filter Pack The filter pack material will be chemically inert rounded silica sand of appropriate size for the well screen and host environment The filter pack will extend a minimum of approximately 2 feet above the top of the screen The weight on the tape measure will be stainless steel in the event that it accidentally becomes embedded in the filter pack During placement of the filter pack the san
35. prior to collection 2 The surface soil sample will be collected with a decontaminated stainless steel trowel or spoon from 0 to 0 5 feet bgs A stainless steel pick may be used as needed to loosen the soil To the extent possible eliminate gravel size or larger particles or debris based on visual observation Be sure to collect sufficient sample volume to meet analytical requirements 3 Samples designated for VOC SVOC BTEX and GRO analysis will be placed directly in sample containers without being homogenized to avoid potential volatilization of target chemicals Immediately fill the sample containers fully to eliminate head space Tightly seal the containers with the appropriate lids 4 The soil samples designated for DRO and RCRA metals will be composited in a stainless steel bowl To homogenize divide the sample into four quarters and mix each quarter then combine the four quarters and mix the entire sample Then place samples in appropriate labeled sample containers and immediately place on ice and cool to approximately 4 C 5 Decontaminate the sampling equipment in accordance with SOP No 9 Equipment Decontamination gt R M C Page 2 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 3 DIRECT PUSH ADVANCEMENT AND SAMPLING SOP Preparation Revision Date December 2013 Equipment Needs Geoprobe and equipment Sampling equipment
36. 1 Step Validation Activities Validation Steps and IIb Worksheet 36 5 22 2 Step Ilb Validation Activities Talg 5 2 3 Step IIl Usability Assessment Usability Assessment Worksheet 37 5 2 3 1 Data Limitations and Actions from Usability Assessment 5 2 3 2 Activities 5 3 Streamlining Data Review NA NA 5 3 1 Data Review Steps to be Streamlined 5 3 2 Criteria for Streamlining Data Review 5 3 3 Amounts and Types of Data Appropriate for Streamlining gt RMC Page 13 VA W he S Lice IC Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT Wheat Ridge Colorado Worksheet 3 Distribution List Jason Kahlert e em 303 980 4101 303 980 4107 jkahlertrmo consultants com Not Applicable Claude Claude Murray Field Operations Field Operations Manager RMC 303 980 4101 980 4101 303 980 4107 980 4107 cmurray rmc consultants com consultants com Not NotApplicable Joseph Mastromarchi Project QA Manager 303 980 4101 303 980 4107 jmastromarchi rmc consultants com Not Applicable Site Health amp Safety Jennifer Hussey Officer Sampling Team 303 980 4101 303 980 4107 jhussey rmc consultants com Not Applicable Leader Noelle Doyle Mathis oe icem Origin Laboratory Inc 303 433 1322 303 265 9645 ndoyle originslab com Not Applicable Note The Project Manager Mr David Groy will distribute the QAPP electr
37. 10 the amount measured in required reprep and reanalyze method blank performed data must be qualified and corrected Results may not be RMC Page 62 City of Matrix Water and Soil Analytical Group Concentration Level Organics and Inorganics Low Analytical Method All any sample or 1 10 the regulatory limit whichever is greater Blank result must not otherwise affect sample results Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado and all samples processed with the contaminated blank explained in the case narrative Apply B flag to all results for the specific analyte s in all samples in the associated preparatory batch reported without a valid _ method blank Flagging is only appropriate in cases where the samples cannot be reanalyzed Results reported between DL and LOQ Not applicable Not applicable Not applicable Apply J flag to all results between MDL and RL Results reported between DL and LOQ 1QC acceptance criteria from the Department of Defense DoD Quality Systems Manual QSM for Environmental Laboratories Version 4 2 10 25 2010 http www denix osd mil edqw as noted in Worksheets where applicable The DoD QSM was developed to provide baseline requirements for the establishment and management of quality systems for environmental testing laboratories performing services
38. 8 86 2 99 9 333 Aniline 62 53 3 99 9 333 Anthracene 120 12 7 9 99 33 3 Aramite 140 57 8 99 9 333 Atrazine 1912 24 9 133 2 333 Benzaldehyde 100 52 7 99 9 333 D RMC Page 38 Final Brownfields Environmental Consultant Testing Services UFP QAPP p City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number opes Reporting Limit Benzidine 92 87 5 99 9 330 Benzo a anthracene 56 55 3 9 99 33 3 Benzo a pyrene 50 32 8 9 99 33 3 Benzo b fluoranthene 205 99 2 9 99 33 3 Benzo ghi perylene 191 24 2 9 99 33 3 Benzo j fluoranthene 205 82 3 99 9 333 Benzo k fluoranthene 207 08 9 9 99 33 3 Benzoic acid 65 85 0 166 5 660 Benzyl alcohol 100 51 6 99 9 333 Biphenyl 92 52 4 99 9 330 Butylbenzylphthalate 85 68 7 99 9 333 Caprolactam 105 60 2 99 9 333 Carbazole 86 74 8 9 99 33 3 Chlorobenzilate 510 15 6 99 9 333 Chrysene 218 01 9 9 99 33 3 Cis diallate 2303 16 4 99 9 330 Cresols total 1319 77 3 99 9 666 Di n butylphthalate 84 74 2 99 9 333 Di n octylphthalate 117 84 0 99 9 333 Diallate 2303 16 4 99 9 333 Dibenz a h acridine 226 36 8 99 9 333 Dibenzo a e pyrene 192 65 4 99 9 330 Dibenzo a h anthracene 53 70 3 9 99 33 3 Dibenzo a h pyrene 189 64 0 99 9 333 Dibenzo a i pyrene 189 55 9 99 9 333 Dibenzo a j acridine 224 42 0 99 9 333 Dibenzo a pyrene 191 30 0 99 9 333 Dibenzofuran 132 64
39. 854 95 5 3 10 2 3 4 6 Tetrachlorophenol 58 90 2 3 10 2 3 Dichloroaniline 608 27 5 3 10 2 4 5 Trichlorophenol 95 95 4 3 10 RMC Page 30 Final Brownfields Environmental Consultant Testing Services UFP QAPP p City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number s Reporting Limit 2 4 6 Tribromophenol 118 79 6 3 10 2 4 6 Trichlorophenol 88 06 2 3 10 2 4 Dichlorophenol 120 83 2 3 10 2 4 Dimethylphenol 105 67 9 3 10 2 4 Dinitrophenol 51 28 5 5 20 2 4 Dinitrotoluene 121 14 2 3 10 2 4 Toluene diisocyanate 584 84 9 10 10 2 6 Dichlorophenol 87 65 0 3 10 2 6 Dinitrotoluene 606 20 2 3 10 2 Acetylaminofluorene 53 96 3 3 10 2 Chloronaphthalene 91 58 7 0 41 1 2 Chlorophenol 95 57 8 3 10 2 Ethoxyethanol 110 80 5 3 10 2 Fluorobiphenyl 321 60 8 3 10 2 Fluorophenol 367 12 4 3 10 2 Methyl 4 6 dinitrophenol 534 52 1 3 10 2 Methylnaphthalene 91 57 6 0 3 1 2 Naphthylamine 91 59 8 3 10 2 Nitrophenol 88 75 5 3 10 2 Picoline 109 06 8 3 10 3 3 Dichlorobenzidine 91 94 1 3 10 3 3 Dimethylbenzidine 119 93 7 3 3 10 3 Methylcholanthrene 56 49 5 3 10 4 4 Methylenebis 2 chloroaniline 101 14 4 3 10 4 Aminobiphenyl 92 67 1 3 10 4 Bromophenylphenylether 101 55 3 3 10 4 Chloro 3 methylphenol 59 50 7 3 10 4 Chloroaniline 106 47 8 3 3 10 4 Chlorophenylphenylether 7005 72 3 3 10
40. 9 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 11 SAMPLE HANDLING DOCUMENTATION AND TRACKING PROCEDURES SOP Preparation Revision Date December 2013 Equipment Needs Chain of Custody forms Sample labels Field logbook Fragile labels Ice Federal Express forms Coolers Ziploc bags 1 qt and 1 gal Bubble wrap Cooler receipt forms Strapping tape 1 Clear tape 2 Custody seals Trash bags Address labels Sample Identification In order to identify and accurately track the various samples all samples collected during the project including QA QC samples will be designated with a unique number The number will serve to identify the site sampling location sampling depth as applicable and QA QC qualifiers The sample designation format will be specified in the site specific FSP Sample Labeling Sample labels will be filled out as completely as possible by a designated member of the sampling team The date time and sampler s signature should not be completed until the time of sample collection All sample labels will be filled out using waterproof ink At a minimum each label will contain the following information e Project name Site Location Client Name Sampler s signature and or inititials Date and time of collection Sample ID number which includes location depth and QC suffix Analysis required Preservatives
41. 9 1 0 o Xylene 95 47 6 0 08 1 0 sec Butylbenzene 135 98 8 0 04 1 0 Styrene 100 42 5 0 07 1 0 tert Butylbenzene 98 06 6 0 05 1 0 Tetrachloroethene 127 18 4 0 06 1 0 1 1 Dichloroethene 75 35 4 0 07 1 0 Toluene 108 88 3 0 1 1 0 trans 1 2 Dichloroethene 156 60 5 0 04 1 0 trans 1 3 Dichloropropene 10061 02 6 0 09 1 0 Trichloroethene 79 01 6 0 05 1 0 Trichlorofluoromethane 75 69 4 0 07 1 0 Vinyl chloride 75 01 4 0 07 1 1 2 Dichloroethane d4 17060 07 0 Not applicable Not applicable Toluene d8 2037 26 5 Not applicable Not applicable 4 Bromofluorobenzene 460 00 4 Not applicable Not applicable 1 1 Dichloropropene 563 58 6 0 05 1 0 Fluorobenzene 462 06 6 Not applicable Not applicable Chlorobenzene d5 3114 55 4 Not applicable Not applicable 1 4 Dichlorobenzene d4 3855 82 1 Not applicable Not applicable 1 2 3 Trichlorobenzene 87 61 6 0 008 5 0 1 2 3 Trichloropropane 96 18 4 0 2 5 0 Matrix Water Analytical Group Method SVOCs SW 846 8270D Units pg L 1 1 Biphenyl 92 52 4 3 10 1 2 4 5 Tetrachlorobenzene 95 94 3 3 10 1 2 4 Trichlorobenzene 120 82 1 3 10 1 2 Dichlorobenzene 95 50 1 3 10 1 2 Diphenylhydrazine 122 66 7 3 10 1 3 5 Trinitrobenzene 99 35 4 3 10 1 3 Dichlorobenzene 541 73 1 3 10 1 4 Dichlorobenzene 106 46 7 3 10 1 4 Dinitrobenzene 100 25 4 3 10 1 4 Dioxane 123 91 1 3 10 1 4 Naphthoquinone 130 15 4 3 10 1 Hexanol 111 27 3 3 10 1 Methylnaphthalene 90 12 0 0 3 1 1 Naphthylamine 134 32 7 3 10 1 Nitropyrene 5522 43 0 3 10 2 2 Dichlorobenzil 21
42. APP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 6 TEMPORARY MONITORING WELL INSTALLATION SOP Preparation Revision Date December 2013 Material and Equipment Needs HAS Drill Rig Water level indicator Field logbook and field documentation forms Well construction materials including Two inch I D Schedule 40 flush threaded 0 010 continuous slotted PVC screen Two inch I D Schedule 40 flush threaded PVC riser pipe Silica sand 10 20 mesh size Weighted tape measures Drums or other approved containers Decontamination equipment and supplies e g high pressure sprayer washer wash rinse tubs brushes Alconox plastic sheeting paper towels sponges garden type water sprayers large plastic bags potable water distilled water and or deionized water decon pad construction materials Appropriate field monitoring instruments and personal protective equipment PPE as outlined in the HSP Monitoring Well Specifications Up to four temporary monitoring wells will be installed at selected boring locations at each Phase II site Each temporary monitoring well will be constructed of Schedule 40 slotted 0 010 inch slot size two inch diameter flush threaded PVC well screens and two inch PVC riser unless stated otherwise in the FSP Monitoring wells will be constructed with 10 foot screens Sandpack consisting of clean 10 20 mesh size silica sand will be placed around each well screen For installation of 2
43. CERCLA Specifically all work performed shall follow the guidance outlined in ASTM Standard E1903 97R02 Guide for Environmental Site Assessments Phase 1 Environmental Site Assessment Process Completion of Phase Il work will also be consistent with the requirements of the Colorado Voluntary Cleeanup Program evaluation criteria for soil e g risk based guidance Colorado Soil Evaluation Values and water i e Colorado state surface and ground water standards where applicable 2 Identify approval entity City of Wheat Ridge with support from Wheat Ridge 2020 WR2020 and the Environmental Protection Agency EPA Region 8 3 The QAPP is select one Generic OProject Specific 4 List dates of scoping sessions that were held NA 5 List dates and titles of QAPP documents written for previous site work if applicable Title Approval Date NA 6 List organizational partners stakeholders and connection with lead organization WR2020 a community and economic development organization in partnership with the City of Wheat Ridge and the EPA Region 8 T List data users City of Wheat Ridge WR2020 EPA and RMC Consultants Inc RMC 8 Document Control Numbering System A document control numbering system will not be used QAPP recipients are listed on Worksheet 3 es RMC Page 9 ZZ at Ridge MUNITY DEVELOPMENT Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado
44. Data will be provided by the laboratory in a Staged Electronic Data Internal Deliverable SEDD 2A format The SEDD electronic data will be verified against the analytical method criteria and requirements contained in the DoD QSM Version 4 2 Noelle Doyle Mathis Laboratory Project Manager Origins Laboratory Joseph Mastromarchi QA Manager RMC Consultants RMC Page 69 City of Final Brownfields Environmental Consultant Testing Services UFP QAPP SA Wheat Ridge Wheat Ridge Colorado COMMUNITY DEVELOMENT Worksheet 35 Validation Steps lla and llb Process Table Step IIA IB Validation Input Responsible for Validation Onsite analytical work All onsite analytical data will be reviewed against QAPP Claude Murray requirements for completeness and accuracy based on the field Field Operations Manager calibration records RMC Consultants Ensure that all sampling SOPs were followed Claude Murray Field Operations Manager RMC Consultants Ensure that all analytical SOPs were followed Joseph Mastromarchi QA Manager RMC Consultants Documentation of Method Establish that all method required QC samples run Joseph Mastromarchi QC Results met required limits QA Manager RMC Consultants IIA IIB Documentation of QAPP QC Establish that all QAPP required QC samples were run and met Joseph Mastromarchi Sample Results required limits QA Manager RMC Consultants
45. FINAL BROWNFIELDS ENVIRONMENTAL CONSULTANT TESTING SERVICES UNIFORM FEDERAL POLICY QUALITY ASSURANCE PROJECT PLAN CITY OF WHEAT RIDGE COLORADO Prepared for lt Er City of VA W heat Ridge COMMUNITY DEVELOPMENT City of Wheat Ridge 7500 West 29 Avenue Wheat Ridge Colorado 80033 Prepared by RMC CONSULTANTS RMC Consultants Inc 12295 West 48 Avenue Wheat Ridge Colorado 80033 January 2014 VA Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT City of Wheat Ridge Colorado ABLE OF CONTENTS 1 0 PROJECT MANAGEMENT AND OBJECTIVES WORKSHEETS 1 16 Worksheet 1 Title And Approval Page 8 Worksheet 2 Qapp Identifying 9 Worksheet 3 Distribution 14 Worksheet 4 Project Personnel Sign Off 15 Worksheet 5 Project Organizational 16 Worksheet 6 Communication Pathways 17 Worksheet 7 Personnel Responsibilities And Qualifications 18 Worksheet 8 Special Personnel Training Requirements 19 Worksheet 9 Project Scoping Session Participants Sheet 20 Worksheet 10 Problem De
46. MENT n City of Wheat Ridge Colorado LIST OF FIGURES Figure 1 Wheat Ridge Urban Renewal Area Assessment Map LIST OF APPENDICES AppendixA 4 Standard Operating Procedures SOPs gt R MC Page iv ONSULTANTS VA Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT im City of Wheat Ridge Colorado LIST OF ACRONYMS ACM Asbestos Containing Material ASTM American Society for Testing and Materials AAI All Appropriate Inquiry bgs below ground surface BTEX benzene toluene ethylbenze and xylene CDPHE Colorado Department of Public Health and Environment CPR Cardiopulmonary Resuscitation CAS Chemical Abstract Service Registry Number CCC Calibration Check Compound CCV Continuing Calibration Verification CERCLA Comprehensive Environment Response Compensation and Liability Act COC Chain of Custody CSM Conceptual Site Model DO Dissolved Oxygen DoD Department of Defense DQO Data Quality Objective DRO Diesel Range Organics EDD Electronic Data Deliverable EPA U S Environmental Protection Agency ESA Environmental Site Assessment FSP Field Sampling Plan GRO Gasoline Range Organics GC MS Gas Chromatograph Mass Spectrometer HAZWOPER Hazardous Waste Operations and Emergency Response HCL Hydrochloric Acid ICAL Initial Calibration ICV Initial Calibration Verification ID Identification IDW Investigation Derived Waste LBP Lead Based Paint LCS Laboratory Co
47. Metals To be determined dependent upon Phase ESA findings Up to 10 soil samples SOP 8 Groundwater Sample Collection SOP 10 Investigation Derived Waste Management VOCs BTEX amp MTBE SVOCs TPH RCRA Metals To be determined dependent upon Phase ESA findings Up to 4 groundwater samples TCLP VOCs SVOCs TPH Metals One composite sample per matrix per site RMC Page 45 em City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZZ W heat Ridge Wheat Ridge Colorado Worksheet 19 Analytical SOP Requirements Table Sample Containers Preservation and Hold Times Analytical and Sample Maximum Analytical Preparation Volume Containers Preservation Holding Time Group Analytes Method SOP Requirements preparation Reference 02 or mL analysis Cool 4 C No Soil VOCs 5030A 8260C 4 oz Glass wide mouth Headspace 14 days BTEX amp MTBE 5030A 8260C 4oz Glass wide mouth C09 4 C No 14 days Headspace TPH GRO 3580 8015C 4 oz Glass wide mouth 4 14 days TPH DRO 3580 8015C 8 oz Glass wide mouth Cool 4 C 14 days RCRA 8 Metals an 4 oz Glass wide mouth Cool 4 C 3x40 mL Glass Teflon Lined Cool 4 C to 3510C 8270D 2x 1 000 mL 2 x 1 000 mL Glass Amber Cool 4 C 3x40 mL Glass Teflon Lined Cool 4 C HCI to E BTEX amp MTBE 50308 8260 3x40mL Cap No Headspace 14 4809 3x40 mL G
48. OMMUNITY D rvtLOIMENT Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 34 Verification Step 1 Process Table T Responsible for Verification Input Chain of custody and shipping forms Audit Reports Chain of custody forms and shipping documentation will be Internal reviewed internally upon their completion and verified against the packed sample coolers they represent One copy of the chain of custody will be retained in the project file and the original and remaining copies taped inside the cooler for shipment See SOP 11 Sample Handling Documentation and Tracking in Appendix A for further details Upon report completion copy of all audit reports will be placed Internal the project file If corrective actions are required a copy of the documented corrective action taken will be attached to the appropriate audit report in the site file Field notes will be reviewed internally and placed in the project file A Internal copy of the field notes will be included with the final report Claude Murray Field Operations Manager RMC Consultants Joseph Mastromarchi QA Manager RMC Consultants Claude Murray Field Operations Manager RMC Consultants Laboratory Data Laboratory Data All laboratory data packages will be verified internally by the Internal laboratory performing the work for completeness and technical accuracy prior to submittal
49. P changes in the field Field Operations Manager Claude Murray 303 980 4101 QAPP made in the field All laboratory quality assurance quality control QA QC issues will be reported by Noelle Doyle pos deiude Mathis to Joseph Mastromarchi as soon as lab Reporting Lab Data Quality Laboratory Quality Assurance Issues Officer Noelle Doyle Mathis becomes aware of problem Field and Analytical Corrective dose The need for corrective action for field and Project QA Manager 303 980 4101 analytical issues will be determined by Joseph Actions Mastromarchi Mastromarchi oceh No analytical data can be released until data Release of Analytical Data Project QA Manager vi 303 980 4101 verification is completed and Joseph Mastromarchi has approved the release Any major changes to the QAPP must be approved QAPP Amendments Variager y TOJ Sally Payne 303 235 2852 by Sally Payne before the changes can be implemented m RMC Page 17 ity of Y wheat Ridge COMMUNITY DEVELOPMENT Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 7 Personnel Responsibilities and Qualifications Sally Payne Project Manager City of Wheat Ridge Oversees project and responds to regulatory agency American Institute of Certified Planners AICP certification David Groy Project Manger RMC Manages environmental tasks coordinates wi
50. Unified Soil Classification System USCS following methods outlined in ASTM 2488 Standard Practice for Description and Identification of Soils Visual Manual Procedure The field geologist will describe and classify soil materials based on field observations using methods discussed below and will enter the lithologic classifications into an HTRW boring log At a minimum the following information will be documented on the boring log e Project name e Contractor name e Boring identification number e Start date and time e End date and time e Rig geologist name e Drilling subcontractor and personnel e Drill rig type e Drilling method e Bit diameter i e borehole diameter Page 6 gt Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures e Auger external and internal diameter e Sampling method e Total depth of borehole recorded to the nearest 0 1 feet e Ground surface elevation recorded on log following surveying e Surveyed horizontal coordinates recorded on log following surveying If surveyed horizontal coordinates are not available at the time of drilling location sketches referencing measured distances to prominent surface features e g building corners existing wells fence corners shall be recorded in the geologist s field log book e Sample depths or intervals e Sample number and disposition e Blow counts e Sample recovery e USCS
51. W like samples or As required Visual Daily before No error codes or clean and re oil 4 standards 0 inspection use Turbidity Meter 20 409 800 displayed sealed vial NTU if higher iud sample values calibration necessa are expected y Sampling Team Leader If DO reading exceeds criterion Calibrate with 2 then prepare new YSI PRO PLUS standards Daily before 1 0 2 mg L for 0 0 mg L std clean Dissolved Saturated DO isa y 0 0mg LDO probe and or change Oxygen Probe std and 0 0 std membrane mg L DO std Recalibrate or service as necessary Sampling Team Leader Calibrate probe with 2 temperatures If probe reading fails to stabilize do not YSI PRO PLUS equilibrated Daily before use readings 10 1 US Check replace Sampling pH Probe standards to H unit within 3 membrane and Team Leader bracket Unt WAAN 3 recalibrate or service min expected pH as necessary values 2 standards provide stable gt RMC Page 49 ty of COMMUNITY DEVELOMENT YSI PRO PLUS pH Probe YSI PRO PLUS YSI PRO PLUS Temperature Sensor MiniRAE 2000 PID mechanical and electronic parts verify system continuity check battery and clean probe Visual inspection against NIST traceable certified thermometer Calibrate with fresh air and and change 100 ppm probe filter if test isobutylene gas needed Check battery Perform bump Final Brownfields Environmental Consul
52. WELL Casing Stickup TD ft DTW ft x0 654 gal ft 1 casing volume gallons Static Water Level Well Depth Diameter Time Casing Gallons Dissolved ORP Temp pH Conductivity Turbidity Volumes Removed Oxygen mg l mV C mS cm NTUs Depth to Water after purging Yield of Well L M H Sampling Equipment Analysis to be performed and Number of Containers VOCs SVOCs BTEX DRO GRO RCRA Metals Comments Sampler Signature s gt R MC Page 16 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 9 EQUIPMENT DECONTAMINATION SOP Preparation Revision Date December 2013 Equipment List Decontamination pad or mobile station if required Steam cleaner hot water sprayer HotsyG or similar brand if required Brushes Wash tubs or buckets Scrapers flat bladed Sponges or paper towels Alconox detergent or equivalent Potable water Deionized or distilled water Garden type water sprayers Spray bottles Appropriate containers for temporarily storing decontamination fluids as Investigation Derived Waste IDW The overall objective of the sampling programs is to obtain samples that accurately depict the chemical physical and or biological conditions at the sampling site Extraneous contaminants can be brought onto the sampling location and or introduced into the medium of interest during the sa
53. aining the soil will be agitated for at least fifteen seconds and then allowed to volatilize in direct sunlight for a minimum of five minutes 3 The bag will then be shaken and the vapor sampling probe of the PID will be used to puncture the bag to measure the volatile vapor headspace The maximum meter response within the first 2 to 5 seconds will be recorded The headspace screening measurements will be recorded on the appropriate field documentation forms e g boring logs and or field notebooks gt R M C Page 1 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 2 SURFACE SOIL SAMPLING SOP Preparation Revision Date December 2013 Equipment Material Needs Laboratory supplied sample containers Personal protective equipment PPE Field logbook Stainless steel scoop or spoon and mixing bowl Sample collection supplies e g waterproof markers sample labels cooler for sample storage trash bags Decontamination equipment and supplies e g high pressure sprayer washer wash rinse tubs brushes Alconox plastic sheeting paper towels sponges garden type water sprayers large plastic bags potable water distilled water and or deionized water Surveying stakes or flags for marking sampling locations Surface soil samples will be collected as follows 1 All debris and plant material shall be scraped from the surface soil sample location
54. aude Murray RMC Consultant Signature Date Lead Organization s Project Manager Sally Payne City of Wheat Ridge Signature Date Approval Signature Date Printed Name Title Approval Signature Date Printed Name Title RMC Page 8 VA Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT Wheat Ridge Colorado WORKSHEET 2 QAPP IDENTIFYING INFORMATION Site Name Project Name Wheat Ridge Colorado Title UFP QAPP for Brownfield Community Wide Brownfields Assessment Project Environmental Consultant Testing Services Site Location Properties located at Kipling and 38 Avenues 49 Revision Number 0 Avenue and Ward Road future TOD site for the Gold Line terminal and Wheat Ridge urban renewal areas including properties along the Wadsworth Boulevard corridor between 35 and 44th Avenues and at 44th Avenue and Ward Road Figure 1 Site Number Code NA Revision Date NA Operable Unit NA Contractor Name RMC Consultants Inc Contractor Number RFP No 13 11 Contract Title Brownfields Enviromental Consultants Testing Services Agreement 1 Identify regulatory program Work performed shall follow the standards for Phase II environmental site assessments ESAs established by the American Society for Testing and Materials ASTM to address the All Appropriate Inquiry AAI aspect to the Comprehensive Environment Response Compensation and Liability Act
55. bsurface associated with boreholes Abandonment will be performed at the Phase Il sites following the drilling and sampling of direct push soil borings and temporary monitoring wells Direct push boreholes drilled for collection of subsurface soil samples will be abandoned immediately following sampling and or data collection The following steps will be performed to abandon a borehole in accordance with applicable State of Colorado regulations regarding test hole borehole abandonment and specifically the State Engineers Office RULE 16 STANDARDS FOR PLUGGING SEALING AND ABANDONING WELLS AND BOREHOLES Borings will be abandoned by filling each test hole with high solid bentonite grout to within five 5 feet of the ground surface For temporary monitoring wells the PVC screen and riser will be pulled from the borehole prior to grouting and disposed of as solid IDW Grouting will be completed using a tremie pipe from the total depth of the penetration to ensure proper abandonment of the test hole Cement grout will consist of 90 percent Portland cement and 10 percent by volume bentonite powder mixed with clean water at a ratio of no more than seven gallons for 100 pounds of cement and bentonite Settlement of the grout shall be checked 24 hours after it is placed For the remainder of the test hole medium bentonite chips will be poured directly into the test hole and hydrated with a minimum of 5 gallons of potable water This will ensure that the permeabil
56. cable because no biological samples will be collected Personnel Organization Sample Custodian Origins Laboratory Number of Days from Analysis Origins Laboratory will dispose of samples sample extracts and digestates 30 days after project invoice oo RMC Page 59 Sa City of Final Brownfields Environmental Consultant Testing Services UFP QAPP V Wheat Ridge Wheat Ridge Colorado gt COMMUNITY DEVHOFMENI Worksheet 27 Sample Custody Requirements Field Sample Custody Procedures See Worksheet 21 Laboratory Sample Custody Procedures receipt of samples archiving and disposal Maintained in the Laboratory QA Manual Sample Identification Procedures Will be provided in the site specific FSP Chain of custody Procedures See Worksheet 221 D RMC Page 60 City of 027 Wheat Ridge COMMUNITY DEVELOMENT Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 28 QC Samples Table Matrix Water and Soil Analytical Group Concentration Level Organics and Inorganics Low Analytical Method All Qc Sample QC Minimum Acceptance Check Frequency Criteria Corrective Action Flagging Criteria Comments Field Duplicate 1 per 10 field JoRPD lt 30 Examine the For the specific The data shall be samples per media project specific DQOs analyte s in the parent evaluated to determine sample apply J flag if the source of difference
57. d 7 0 The instrument readout will appear as in normal operation except the word Calibrate is displayed at the top When the reading has stabilized press Enter on the keypad The pH reading should read 7 0 Press enter again and the instrument will ask for the 2 calibration value 10 0 First perform the sensor rinse and refill the cup halfway with pH 10 buffer solution then enter the standard value 10 0 After the reading has stabilized press Enter to calibrate and then press Enter again Use the escape key to back out of the calibration menu Re check the pH calibration by repeating the check as performed prior to calibration Document the calibration in the field logbook Conductivity Sensor Calibration Repeat the sensor rinse with clean water and then rinse with the conductivity standard solution Refill the cup halfway with the conductivity solution and replace over the sensor head Note the reading and record in the logbook along with the temperature reading The solution conductivity value is specific to standard temperature 25 C so if the solution temperature is lower or higher the conductivity reading will vary from 1 413 mS cm A temperature correction chart may sometimes be obtained along with the calibration solution Many of the newer models of YSI 556 include a readout for uncorrected conductivity and also specific conductivity which is the conductivity value corrected to 25 C This readout should always read 1 413 mS
58. d supplies is expected to be completed at each site Decontamination liquids from these activities will also be containerized pending analysis and final disposition Sampling Equipment Decontamination Procedure Personnel will dress in suitable safety equipment to reduce personal exposure as required by the Site Safety and Health Plan SSHP Gross contamination on equipment will be scraped off at the site Equipment that cannot be damaged by water will be placed in a wash tub containing Alconox or low sudsing non phosphatic detergent along with potable water and scrubbed with a bristle brush or similar utensil Equipment will be rinsed with tap water in a second wash tub followed by a triple deionized water rinse gt R MC Page 17 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures Equipment that may be damaged by water will be carefully wiped clean using a sponge and detergent water and rinsed with deionized water Care will be taken to prevent equipment damage Rinse and detergent water will be replaced with new solutions between borings or sample locations Tubing used for sampling will not be reused at different sampling locations New tubing will be used at each sampling location Following decontamination equipment will be placed in a clean area or on clean plastic sheeting to prevent contact with contaminated soil If the equipment is not used immediately after decontamina
59. d will be added slowly and the sand level will be continuously monitored using a weighted tape measure to ensure bridging does not occur Seal and Surface Completion There will be no bentonite seal grout surface completion or extensive development as it normally applies to permanent monitoring wells for the installation of temporary monitoring wells gt R MC Page 10 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures Temporary wells may be left overnight for sampling the following day but the well must be secured both against tampering and against the fall hazard of the open annulus If the well is not sampled immediately after construction the well should be purged prior to sampling During and upon completing the wells drilling logs and well construction diagrams will be completed gt R MC Page 11 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 7 MONITORING WELL DEVELOPMENT SOP Preparation Revision Date December 2013 Equipment Needs Bailer Submersible pump and tubing Water level meter Water quality meter Development forms Deionized water spray bottles Five gallon buckets Temporary monitoring wells will not require formal development Following well construction temporary wells will be surged to remove fine grained material followed by ba
60. e following e Date time Sample location Weather information Instrument calibration data Brief descriptions of sample matrices including any observations The number of samples obtained ID numbers number and type of containers used preservation methods used Comments remarks about field activities e Sampler s name and initials D R MC Page 23 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 13 INSTRUMENT CALIBRATION AND MAINTENANCE SOP Preparation Revision Date December 2013 Electronic equipment used during groundwater sampling includes a multi parameter field water quality instrument YSI 556 see YSI 556 Operation Manual or equivalent with a flow through cell turbidity meter Hach 2100P see Hach 2100P Instrument and Procedures Manual or equivalent and a water level measurement probe Before going into the field the sampler shall verify that these instruments are operating properly The water quality instrument requires calibration prior to use every day Calibration will be according to the manufacturer s instructions Air monitoring equipment will consist of a Mini Rae 2000 photoionization detector PID equipped with a 11 7 millivolt lamp The PID is calibrated using 100 ppm isobutylene which is supplied in pressurized canisters The PID should be calibrated before use each day Where equipment cannot be repaired i
61. e 226 36 8 3 10 Dibenzo a e pyrene 192 65 4 3 9 10 Dibenzo a h anthracene 53 70 3 0 3 1 Dibenzo a h pyrene 189 64 0 3 10 Dibenzo a i pyrene 189 55 9 3 10 Dibenzo a j acridine 224 42 0 3 10 Dibenzo a l pyrene 191 30 0 3 10 Dibenzofuran 132 64 9 3 10 Diethylphthalate 84 66 2 3 10 Dimethoate 60 51 5 3 10 Dimethylphthalate 131 11 3 3 10 Dinoseb 88 85 7 3 10 Diphenyl disulfide 882 33 7 3 10 Diphenyl sulfide 139 66 2 3 10 Diphenylamine 122 39 4 3 10 Disulfoton 298 04 4 3 10 Ethyl Methanesulfonate 62 50 0 3 10 Ethyl methacrylate 97 63 2 3 10 Famphur 52 85 7 5 10 Fluoranthene 206 44 0 0 3 1 Fluorene 86 73 7 0 3 1 Hexachlorobenzene 118 74 1 3 10 Hexachlorobutadiene 87 68 3 3 10 Hexachlorocyclopentadiene TT AT 4 3 10 Hexachloroethane 67 72 1 3 10 Hexachlorophene 70 30 4 167 500 Hexachloropropene 1888 7 1 7 3 10 Hydroxymethyl phthalimide 118 29 6 5 20 Indeno 1 2 3 cd pyrene 193 39 5 0 3 1 Isodrin 465 73 6 3 10 Isophorone 78 59 1 3 5 10 Isosafrole 120 58 1 3 10 Kepone 143 50 0 3 10 D RMC Page 32 Final Brownfields Environmental Consultant Testing Services UFP QAPP p City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number nne Reporting Limit Methapyrilene 91 80 5 3 10 Methoxychlor 72 43 5 3 10 Methyl methacrylate 80 62 6 3 10 Methyl methanesulfo
62. e development and database administration are also the responsibility of the IT staff IT staff if necessary develop applications based on user requests and assures full system compatibility prior to implementation oo R MC Page 23 wl City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZZ Wheat Ridge Wheat Ridge Colorado IVILOPIPMEIN Worksheet 12 Measurement Performance Criteria Matrix Water or Soil Analytical Group Concentration Level Organics or Inorganics Low Analytical Method All Data Quality Measurement QC Sample Frequency Indicators Performance Criteria Assesses Error Field Duplicate 1 per 10 field samples per media Precision lt 30 S amp A m DOD QSM 4 2 as noted in Matrix Spike 1 per 20 field samples per media Bias Worksheet 28 S amp A T Si DOD QSM 4 2 as noted in Matrix Spike Duplicate 1 per 20 field samples per media Bias Precision Worksheet 28 S amp A DOD QSM 4 2 as noted in Surrogate Spike All field and QC samples Accuracy Worksheet 28 S amp A 1 per site and per media when Equipment Rinse Blank using non dedicated or reusable Bias Not detected gt LOQ S amp A sampling devices Temperature Blank 1 per cooler Bias 0 C 6 C S 1 per preparatory batch of 20 or DOD QSM 4 2 as noted in Laboratory Control Sample fewer samples Accuracy Worksheet 28 A 1 per preparatory batch of 20 or No analytes detected gt
63. e field meter readings e g PID FID CGI e Other drilling sampling and borehole observations as appropriate e g resistant layers odors other indications of potential contamination Parameters used in providing detailed lithologic descriptions for both unconsolidated materials and rock materials are listed in Table 1 and 2 respectively gt R M C Page 7 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures TABLE 1 LOG DESCRIPTORS FOR UNCONSOLIDATED SOIL Parameter Example Depositional environment and formation if named and if Alluvium Piney Creek known Unified Soil Classification System and designation Clayey sand SC sandy clay CL Secondary components and estimated quantities either by Sand fine with trace of med percentages or by descriptive percentage ranges note terms Trace gravel used to indicate ranges should be described on the log or ina general legend Color May use Munsel color chart Gray brown yellowish 5YR 3 2 BYR 4 4 Consistency cohesive soil Use relative term Very soft soft medium stiff very stiff hard Density non cohesive soil Use relative term Loose medium dense very dense Moisture content Use relative term Do not express as a Dry damp moist wet saturated percentage unless a value has been measured Texture fabric bedding No apparent bedding thinly bedded Grain angularity Rounded subangular Sorting
64. ed by the total number of expected results Conclusions about data completeness will be drawn and any limitations on the use of the data will be described oo RMC Page 72 City of VA W heat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT Wheat Ridge Colorado FIGURES RMC City of V W heat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY Wheat Ridge Colorado WHEATjRIDGE mu I am z 0 lt z L d i FEES TOD Area Wheat Ridge Brownfields Assessment Areas FIGURE 1 38th amp Kipling Ze Targeted Redevelopment Areas Wadsworth Bvd URA Wheat Ricige CITY OF WHEAT RIDGE puis e Data Sources City of Wheat Ridge and 1 City of Wheat Ridge BROWNFIELDS ENVIRONMENTAL SERVICES RMC Consultants Inc 3 City of ZZ Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY TVELOPMEINT Wheat Ridge Colorado APPENDIX A STANDARD OPERATING PROCEDURES RMC E City of tA W heat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT Wheat Ridge Colorado SOP 1 SOP 2 SOP 3 SOP 4 SOP 5 SOP 6 SOP 7 SOP 8 SOP 9 SOP 10 SOP 11 SOP 12 SOP 13 SOP 14 SOP 15 Standard Operating Procedures Field Headspace Screening December 2013 Surface Soil Sampling
65. eded based on results of Phase Il Environmental Assessments The City of Wheat Ridge and RMC will work closely with Colorado Department of Public Health and Environment CDPHE and EPA in identifying and reviewing the most appropriate and effective remedial options for each selected brownfield site s future clean up and redevelopment Page 28 RMC 22 City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZT Wheat Ridge Wheat Ridge Colorado COMMUNITY DEVELOMENT Worksheet 15 Reference Limits and Evaluation Table Analyte CASNumber mit Reporting Limit Matrix Water Analytical Group Method VOCs SW 846 8260C Unit pg L 1 1 1 2 Tetrachloroethane 630 20 6 0 09 1 0 1 2 4 Trichlorobenzene 120 82 1 0 1 1 0 1 2 4 Trimethylbenzene 95 63 6 0 1 1 0 1 2 Dibromo 3 chloropropane 96 12 8 0 5 5 0 1 2 Dibromoethane EDB 106 93 4 0 1 1 0 1 2 Dichlorobenzene 95 50 1 0 07 1 0 1 2 Dichloroethane 107 06 2 0 7 1 0 1 2 Dichloropropane 78 87 5 0 06 1 0 1 3 5 Trimethylbenzene 108 67 8 0 04 1 0 1 3 Dichlorobenzene 541 73 1 0 07 1 0 1 3 Dichloropropane 142 28 9 0 09 1 0 1 1 1 Trichloroethane 71 55 6 0 04 1 0 1 4 Dichlorobenzene 106 46 7 0 08 1 0 2 2 Dichloropropane 590 20 7 0 1 1 0 2 Butanone 78 93 3 2 0 5 0 2 Chlorotoluene 95 49 8 0 02 1 0 2 Hexanone 591 78 6
66. endix A Standard Operating Procedures 1 Decontaminated sampling equipment will be assembled If bailers are used new nylon rope or twine will be used for each well 2 Identification labels for sample bottles will be filled out for each well 3 When bailers are used the bailer will be retrieved smoothly and the water will be slowly drained into the sample containers through the bailer s bottom discharge control device 4 VOA sample vials should be completely filled so the water forms a convex meniscus at the top then capped so that no air space exists in the vial Turn the vial over and tap it to check for bubbles in the vial which indicate air space If air bubbles are observed in the sample vial discard the sample vial and repeat the procedure with a new vial until no air bubbles are present after capping Time of sampling will be recorded 6 Field documentation will be completed including the groundwater sampling form and chain of custody see SOP No 12 D R MC Page 15 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures GROUNDWATER SAMPLE COLLECTION FIELD SHEET Project Name Project No Site Name Field Crew Sampling Date Weather Conditions Monitoring Instruments Readings BZ TOC Analytical Instruments pH Specific Conductivity Temp Turbidity D O ORP Well ID No Purging Equipment Type of Well CASING VOLUME CALCULATION FOR 2
67. f non aqueous phase liquids are not present the groundwater wells will be purged prior to sampling Before any purging or sampling begins all well probes bailers and other sampling devices will be decontaminated according to the procedures in SOP No 9 Well Purging The purpose of well purging is to remove stagnant water from the well and obtain representative water from the geologic formation being sampled while minimizing disturbance to the collected samples Before a sample is collected the well will be purged until a minimum of either three well casing volumes have been removed or field water quality parameters have stabilized to within 10 percent or 0 1 units or until the well is pumped or bailed dry and allowed to recover All wells will be purged on the same day that samples are collected Prior to the start of purging the depth of static water level will be measured to the nearest 0 01 foot Field water quality measurements will be recorded at a minimum after evacuation of each well volume to determine whether the groundwater chemistry has stabilized Generally subsequent readings within 10 percent of each other or 0 1 units indicate adequate stability of the water chemistry Sample Collection The samples shall be taken from within the well screen interval The following sampling procedure is to be used at each temporary monitoring well gt R MC Page 14 Final Brownfields Environmental Consultant Testing Services UFP QAPP App
68. finition 21 Worksheet 11 Project Quality Objectives Systematic Planning Process Statements NETT 22 Worksheet 12 Measurement Performance Criteria 24 Worksheet 13 Secondary Data Criteria and Limitations 26 Worksheet 14 Summary of Project 27 Worksheet 15 Reference Limits And Evaluation Table 29 Worksheet 16 Project Schedule Timeline 43 2 0 MEASUREMENT AND DATA ACQUISITION WORKSHEETS 17 30 Worksheet 17 Sampling Design And Rationale 44 Worksheet 18 Sampling Locations and Methods SOP Requirements E 45 Worksheet 19 Analytical SOP Requirements 46 Worksheet 20 Field Quality Control Sample Summary Table 47 Worksheet 21 Project Sampling SOP References Table 48 Worksheet 22 Field Equipment Calibration Maintenance Testing and Inspection Table 49 Worksheet 23 Analytical SOP References 51 Worksheet 24 Analytical Instrument Calibration Table 53 Worksheet 25 Analytical Instrument And Equipment Maintenance Testing and
69. for the DoD it is based on the National Environmental Laboratory Accreditation Conference NELAC Chapter 5 Quality Systems standard July 1999 Although none of the Phase II properties are DoD sites intends to use the DoD QSM for guidance since the manual contains the minimum requirements essential to ensuring the generation of definitive environmental data of known quality appropriate for their intended uses and the requirements apply to all environmental laboratories regardless of size or complexity The DoD QSM is referenced throughout this QAPP as it pertains to QA QC criteria DRMC Page 63 aem City of Final Brownfields Environmental Consultant Testing Services UFP QAPP SZ Wheat Ridge Wheat Ridge Colorado COMMUNITY Drv Worksheet 29 Project Documents and Records Table Sample Collection Documents and On site Analysis Documents Data Assessment Sample Receipt Custody and Field Sampling Audit Field Notes Tracking Records Sample Receipt Custody and Tracking Records Checklists Chain of Custody Records Standards Traceability Logs Standard Traceability Logs om Bu Air Bills Equipment Calibration Logs Equipment Calibration Logs Data Validation Reports Custody Seals Sample Preparation Logs Sample Preparation Logs Corrective Action Forms Equipment Maintenance Equipment Maintenance Testing and Corrective Action Forms Testing and Inspection Logs _ Inspection Logs Data Quality Assessment Corrective Acti
70. future TOD site for the Gold Line terminal and Wheat Ridge urban Project Manager David Groy RMC Consultants renewal areas including properties along the Wadsworth Blvd corridor between 35 Ave and 44 Ave and at 44th Ave and Ward Rd Date of Session See below Scoping Session Purpose ae E mail Comments Decisions The scope for Phase work was specified in the Request for Proposals RFP 13 11 Brownfields Enviromental Consultants Testing Services for the City of Wheat Ridge Colorado dated March 8 2013 This QAPP is not site specific Amendments to this QAPP will be included in the site specific field sampling plans FSPs following the completion of the Phase assessments and meetings with the City of Wheat Ridge and property owners The scope of work for Phase II sites will be clearly stated in the site specific field sampling plans 2 R MC Page 20 2 City of Final Brownfields Environmental Consultant Testing Services UFP QAPP SF N heat Ridge Wheat Ridge Colorado gt COMMUNITY D rvtLOINPENT Worksheet 10 Problem Definition The problem to be addressed by the project The objectives of the Phase and II activities are to identify inventory assess rank and select existing hazardous substance and petroleum substance sites properties within the City of Wheat Ridge for site specific assessments and also to develop liability management and remedial strategies that will allow for the safe and viable mo
71. he appropriate TCLP analysis Upon receipt of the results determination of appropriate liquid IDW disposal will be made by the project team Solid IDW Soil IDW generated from drilling and direct push activities will be containerized in 55 gallon drums and staged on site to await determination of disposal options once soil sample analyses are obtained All drums containing soil IDW will be marked with similar information as listed above for liquid IDW One composite soil sample for laboratory analysis will be collected from each site and submitted for the appropriate TCLP analysis Upon receipt of the results determination of appropriate soil IDW disposal will be made by the project team Personal protective equipment PPE used during investigation activities including latex or nitrile gloves paper towels etc is expected to have minimal contamination and will not be required to be containerized Sample tubing that is not dedicated to individual wells will be discarded as solid waste also All solid waste IDW will be placed in plastic trash bags and disposed of offsite at a trash receptacle or dumpster or taken to a permitted landfill Well materials from abandoned temporary wells will be pulled from the ground scraped clean and disposed of as solid waste at a trash receptacle or dumpster Waste packaging material from well installation sandbags screen wrappers etc will also be disposed of offsite as solid waste gt R MC Page 1
72. if any used Sample Handling and Shipping All samples will be stored on ice at 4 C in an insulated cooler until packed for shipment to the laboratory The ice will be double bagged in Ziploc type storage bags The sample containers will be wrapped in protective packing material bubble wrap Samples will then be placed right side up in a cooler with ice double bagged using plastic bags and taped with a custody seal for delivery to the laboratory Samples will be hand delivered or shipped by overnight express carrier for delivery to the analytical laboratory All samples must be shipped for laboratory receipt and analyses within specific holding times This may require daily shipment of samples with short holding times A CoC gt R MC Page 20 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures form enclosed in a Ziploc type bag and taped to the inside lid of the cooler will accompany each cooler The temperature of all coolers will be measured upon receipt at the laboratory Therefore a temperature blank will be included in each cooler for temperature measurement purposes Sample Documentation and Tracking Documentation of observations and data acquired in the field will provide information on the acquisition of samples and provide a permanent record of field activities The observations and data will be recorded using pens with permanent waterproof ink in a permanently bou
73. iling and or pumping During well development the rig geologist or development technician will sample the development water for pH temperature specific conductance turbidity and other observations i e color and clarity after each well casing volume has been evacuated The well will be developed until the water is relatively clear if possible or a decrease in turbidity is observed The rig geologist or development technician will determine when the well has been adequately developed All purge water from the wells will be placed into an appropriate container and handled as investigation derived waste in accordance with SOP No 10 Investigation Derived Waste Management A detailed complete and accurate record of well development will be documented on the Well Development Record form to be completed during or immediately following well development gt R MC Page 12 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures WELL DEVELOPMENT RECORD SHEET of Project Name Project No Well ID Date Installed Casing Diameter Development Contractor METHOD OF DEVELOPMENT Swabbing Bailing Pumping Describe Equipment decontaminated prior to development O yes Describe CASING VOLUME INFORMATION NN EL we VaR wx ve we er ewe s PURGING INFORMATION Measured Well Depth B ft 1 Measured Water Level De
74. ill be checked against the detection limit criteria presented in Worksheet 15 Conclusions about the sensitivity of the analyses will be drawn and any limitations on the use of the data will be described Representativeness Representativeness during field collection and during laboratory analysis For field sample collection to be representative the work plan should be followed and proper sampling techniques and sample handling procedures should be used For laboratory analysis to be representative the project samples will be prepared and analyzed together if possible Documentation will establish sample identification and integrity and that proper procedures and protocols have been followed in the field and laboratory Conclusions about representativeness will be drawn and any limitations on the use of the data will be described Comparability Results of this study will be used for determining comparability for data collected during previous and future sampling events using the same or similar sampling and analytical SOPs Conclusions about comparability will be drawn and any limitations on the use of the data will be described Completeness Completeness will be calculated based on the number of field samples expected to be collected and analyzed Completeness criteria are presented on Worksheet 12 For each analyte completeness will be calculated as a percentage of the number of valid i e not rejected to quality considerations results divid
75. ill be prepared in the field to record information concerning soil borings well installation and sampling related activities These will include field logbooks boring logs and those forms referenced in previous SOPs Protocol for sample documentation is provided in SOP 11 Boring Logs A complete and accurate log entry for each soil boring will be prepared and entered onto a separate boring log These boring logs will be considered the primary location to record information obtained during drilling Each log will include the name of the project hole number location of boring type of sampling device diameter of boring location and number of each sample types of sampling equipment groundwater information and description of materials Soil materials will be visually classified using the USCS Soil descriptions will follow ASTM D 2488 84 etc Descriptions will be based on visual inspection of the material in the field refer to SOP 5 Field Logbook The field geologist will record field observations and readings in a bound notebook This will be done so that the logic of decisions may be traced or data comparisons may be accomplished once off site analytical results become available In addition the logbook is the legal document for field activities Indelible ink will be used for entries Each page must be signed and dated by the preparer A brief listing of pertinent data to be recorded in the field notebook includes but is not limited to th
76. in designated project field logbooks and or on approved standard forms gt R M C Page 5 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 5 BOREHOLE LOGGING and LITHOLOGIC DESCRIPTION SOP Preparation Revision Date December 2013 Equipment Needs Drill rig and equipment Boring log forms Waterproof pens Tape measure Stainless steel knife Hand lens Dilute Hydrochloric acid 10 Latex or nitrile gloves and other required PPE Camera Field logbook Appropriate field monitoring instruments e g photoionization detector PID Reference tables listing ASTM and or USCS codes and descriptions Munsel color chart This Standard Operating Procedure SOP provides technical guidance and methods that will be used to log boreholes drilled in unconsolidated material during environmental investigations at the Brownfields Phase II sites The boring log is the primary record of observations of physical conditions encountered during borehole drilling The primary purpose of the boring log is to document all pertinent information that may be necessary for someone other than the rig geologist to understand and interpret the geologic and hydrogeologic conditions observed during drilling The rig geologist will be responsible for preparing detailed complete and accurate boring logs as the drilling is performed Soil samples will be classified according to the
77. inal Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Determination of RCRA Metals Origin Method SW846 Definitive Metals Moo NM 6010C 7471B 3050B DRMC Page 52 City of gt 1 ZZ Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 24 Analytical Instrument Calibration Table GC MS Prior to ICAL and DV MS 0010 Tuning Refer to the analytical Retune instrument and Lab Manager the beginning of method for specific ion verify Analyst DOD QSM each 12 hour criteria Rerun affected samples period GC MS Initial Calibration Initial calibration 1 Average response Locate the source of the Lab Manager DV MS 0010 ICAL prior to sample factor RF for problem Analyst DOD QSM analysis SPCCs VOCs 7 0 30 If expected RFs are not for chlorobenzene met check for standard and degradation or perform 1 1 2 2 tetrachloroeth instrument adjustment ane and gt 0 1 for and or maintenance to chloromethane correct the problem then bromoform and repeat initial calibration 1 1 dichloroethene if SPCC is non compliant 2 RSD for RFs for it could be a result of CCCs VOCs lt 30 standard degradation or and one option below active presence to active a Option 1 sites in the system linear mean Correct the problem and RSD for all repeat calibration analytes If CCC is
78. intenance The PID should be stored at room temperature The unit is powered by a rechargeable battery pack which should be re charged daily The ionizing chamber lamp is subject to fogging in damp or humid environments A moisture trap is typically supplied with each unit this is an in line filter module that attaches to the probe tip gt R MC Page 26 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 14 ACM AND LBP TESTING SOP Preparation Revision Date December 2013 RMC may conduct an asbestos and LBP survey during Phase ll activities Observations and interviews conducted during the Phase will assist in providing additional details regarding the potential for the presence of asbestos and or LBP in any site structures The proposed number of samples will be determined during the preparation of the site specific FSP One of RMC s licensed asbestos professionals accredited by the EPA under the AHERA and certified by the Colorado Department of Public Health and Environment CDPHE as an Asbestos Building Inspector will sample potential ACM and submit samples to a subcontract laboratory to be determined for ACBM bulk sample analysis ACM is defined by state and federal regulations as any material that contains greater than 1 asbestos All suspect ACM sampled during the inspection will be analyzed by Polarized Light Microscopy PLM EPA
79. interval using a rig mounted hammer The number of blows necessary to drive the split spoon for each 6 inch interval is recorded Following this the sampler is removed from the boring and opened at the surface to obtain the sample The augers are then reattached and advanced to the top of the next sample interval For continuous sampling this method can be time consuming because it requires frequent breaking of the augers and trips in and out of the borehole with the sampler A continuous coring barrel can obtain up to 5 foot long cores while the augers are advancing The continuous coring method advances a split barrel that is contained within the lead auger The augers rotate gt R M C Page 4 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures around the sampler and cut while the sample barrel is prevented from rotating Continuous core samples are collected in the barrel At the end of each 5 foot run the core barrel is removed and opened at the surface to obtain the sample Boreholes advanced through the unconsolidated materials at the Phase II sites will be continuously sampled logged for lithologic characterization purposes unless otherwise specified in the FSP Liners in the split spoon or core barrel may be required by the FSP for chemical testing purposes The samplers will also be decontaminates between sample collection intervals Once the sampler is brought to the surface
80. ity of the test hole will be greater than the permeability of the surrounding cap gt R MC Page 28
81. lass Teflon Lined Cool 4 C HCI to BEEN TPH GRO 3511 Modi8015C 3x40mL Jar Gap He No Hescsoace SVOCs 3541C 8270D 8 oz Glass wide mouth Cool 4 C 14 days 02 TPH DRO 3511 Mod 8015C 2 x 1 000 mL 2 x 1 000 mL Glass Amber Cool 4 C 3005A 6010C Cool 4 C HNO3 to RCRA 8 Metals 7470A 500mL 1 x500 poly container 1Analytcial SOP References table Worksheet 23 oo RMC Page 46 City of H Final Brownfields Environmental Consultant Testing Services UFP QAPP V Wheat Ridge Wheat Ridge Colorado COMMUNITY D rvtLOPIMENT Worksheet 20 Field Quality Control Sample Summary Table Soil VOCs Up to 10 Up to 13 ses 3 wen 3 wer 3 a wen 3 1 en pes ue _ uma _ M lt oswa wes a 0 we Soil amp 2 1 for soil 1 for laa TCLP parameters 1 per media purge decon water Note Total number of field samples and quality control samples are listed for each site Number of Phase II sites and total number of sample locations per site will be provided in the Phase II site specific FSPs oo RMC Page 47 dem City of 72 idve AN heat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 21 Project Sampling SOPs Reference Table Reference Number Originating Organization Title Revision Date and or Number RMC Consultants RMC Cons
82. le Not applicable 1 1 Dichloropropene 563 58 6 0 3 4 0 Fluorobenzene 462 06 6 Not applicable Not applicable Chlorobenzene d5 3114 55 4 Not applicable Not applicable 1 4 Dichlorobenzene d4 3855 82 1 Not applicable Not applicable 1 2 3 Trichlorobenzene 87 61 6 0 9 10 0 1 2 3 Trichloropropane 96 18 4 0 6 10 0 1 1 1 2 Tetrachloroethane 630 20 6 0 4 4 0 1 2 4 Trichlorobenzene 120 82 1 0 4 4 0 1 2 4 Trimethylbenzene 95 63 6 0 2 4 0 1 2 Dibromo 3 chloropropane 96 12 8 1 9 20 0 1 2 Dibromoethane EDB 106 93 4 0 6 4 0 1 2 Dichlorobenzene 95 50 1 0 3 4 0 1 2 Dichloroethane 107 06 2 0 3 4 0 1 2 Dichloropropane 78 87 5 0 2 4 0 1 3 5 Trimethylbenzene 108 67 8 0 2 4 0 1 3 Dichlorobenzene 541 73 1 0 3 4 0 1 3 Dichloropropane 142 28 9 0 4 4 0 1 1 1 Trichloroethane 71 55 6 0 2 4 0 1 4 Dichlorobenzene 106 46 7 0 3 4 0 2 2 Dichloropropane 590 20 7 0 6 4 0 2 Butanone 78 93 3 8 0 20 0 2 Chlorotoluene 95 49 8 0 1 4 0 2 Hexanone 591 78 6 1 3 20 0 4 Chlorotoluene 106 43 4 0 2 4 0 4 lsopropyltoluene 99 87 6 0 2 4 0 4 Methyl 2 pentanone 108 10 1 1 4 20 0 Acetone 67 64 1 15 1 32 0 Benzene 71 43 2 0 2 4 0 1 1 2 2 Tetrachloroethane 79 34 5 0 3 4 0 Bromobenzene 108 86 1 0 3 4 0 Bromochloromethane 74 97 5 0 5 4 0 Bromodichloromethane 75 27 4 0 3 4 0 Bromoform 75 25 2 0 5 4 0 Bromomethane 74 83 9 0 3 4 0 Carbon disulfide 75 15 0 0 6 10 0 Carbon tetrachloride 56 23 5 0 2 4 0 Chlorobenzene 108 90 7 0 2 4 0 Chloroethane 75 00 3 0 4 4 0 Chloroform 67 66 3 0 3 4 0 1 1 2 T
83. mpling program e g using sampling equipment that is not properly or fully decontaminated Trace quantities of contaminants can consequently be captured in a sample and lead to false positive analytical results and ultimately to an incorrect assessment of the contaminant conditions associated with the site Decontamination of sampling equipment e g all non disposable equipment that will come in direct contact with samples and field support equipment e g vehicles is therefore required prior to between and after uses to ensure that sampling cross contamination is prevented and that on site contaminants are not carried off site If heavy equipment i e drill rigs decontamination activities are required at a site a decontamination pad will be constructed at a location believed to be free of contamination and agreed upon by the appropriate facility personnel The pad will be constructed to contain all products of the decontamination process The temporary pad will be lined with water impermeable material Liquids will be removed frequently from the pad to prevent overflowing of the pad The pad shall be constructed on a level surface and wooden racks shall be placed on the plastic pad floor to place equipment on during cleaning At the end of the site activities the pad will be taken apart and properly disposed Any accumulated liquids will then be containerized pending laboratory analysis and final disposal Decontamination of small tools an
84. n the field or consumables have been prematurely depleted or irreparably contaminated site personnel will contact suppliers and order replacement parts replacement equipment or supplies for prompt delivery Parts and supplies must meet or exceed the original equipment manufacturer s recommended specifications Site personnel will make every effort to have enough equipment and supplies on hand for the planned activities Equipment List Spray bottle w clean potable water Waste bucket Calibration standards For Water Quality Instrument pH 7 and 10 buffer solutions 1 413 milliSeimens cm conductivity solution Range of turbidity standards e g 1 0 20 200 and 800 NTU standards For Air Monitoring Instrument 100 ppm Isobutylene canister with regulator valve 1 liter Tedlar bag Water Quality Instrument Calibration Procedure The instrument User Manual should be read before using the unit If a hard copy is not available a pdf file containing the manual is available at the manufacturer s website for download The following steps are an adaptation of the calibration instructions contained in the manual the user should become thoroughly familiar with the manual calibration instructions The YSI 556 should be turned on at least 10 minutes prior to calibration to allow the circuits to equalize The sensor cover is a container that screws on over the sensors pH Sensor Calibration Remove the cover and pour about inch of pH 7 buffer in the cu
85. nalyzed gt RMC Page 55 CONSULTANTS City of Y ZZ Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado GC MS Calibration Daily before 1 Average RF for SPCCs If SPCC is non compliant Lab Manager DV MS 0010 Verification CV sample analysis VOCs gt 0 30 for it could be a result of Analyst DOD QSM and every 12 chlorobenzene and standard degradation or hours of analysis 1 1 2 2 tetrachloroethan active presence to active time e and gt 0 1 for sites in the system chloromethane Correct the problem and bromoform and repeat calibration 1 1 dichloroethene If CCC is non compliant it 2 Difference Drift for could be a result of system CCCs and target leaks or reactive column compounds lt 20 D sites or standard Note D difference degradation when using RFs or drift Correct the problem and when using least recalibrate squares regression or non linear calibration GC MS Retention time At method set up RT width is 3 times None Lab Manager DV MS 0010 RT window and after major standard deviation for each Analyst DOD QSM width calculated maintenance analyte RT from a 72 hour for each analyte e g column study and surrogate change D RMC Page 56 City of heat Ridge AN COMMUNITY D rVEILOPIMENT Retention time window position establishment for each analyte and surrogate Once
86. nate 66 27 3 3 10 Methyl parathion 298 00 0 3 10 N Methyl N nitrosomethylamine 62 75 9 3 10 N Nitrosodi n butylamine 924 16 3 3 10 N Nitrosodiethylamine 55 18 5 3 10 N Nitrosodipropylamine 621 64 7 3 10 N Nitrosomethylethylamine 10595 95 6 3 10 N Nitrosomorpholine 59 89 2 3 10 N Nitrosopiperidine 100 75 4 3 10 N Nitrosopyrrolidine 930 55 2 3 10 Naphthalene 91 20 3 0 3 1 Nitrobenzene 98 95 3 3 10 Nitrobenzene d5 4165 60 0 3 10 Octachlorostyrene 29082 74 4 3 10 Parathion 56 38 2 3 10 Pentachlorobenzene 608 93 5 3 10 Pentachloroethane 76 01 7 3 10 Pentachloronitrobenzene 82 68 8 3 4 10 Pentachlorophenol 87 86 5 3 10 Phenacetin 62 44 2 3 10 Phenanthrene 85 01 8 0 3 1 Phenol 108 95 2 3 10 Phenol d5 4165 62 2 3 10 Phenyl sulfone 127 63 9 3 10 Phorate 298 02 2 3 10 Pronamide 23950 58 5 3 10 Pyrene 129 00 0 0 3 1 Pyridine 110 86 1 3 10 Quinoline 91 22 5 3 10 Safrole 94 59 7 3 10 Sulfotepp 3689 24 5 3 10 Tetrachlorophenols Tetrachlorophenols 3 10 Thionazin 297 97 2 3 10 Thiophenol 108 98 5 3 10 Tributylphosphate 126 73 8 3 10 Trichlorophenols Trichlorophenols 3 10 Triethylphosphorothioate 126 68 1 3 10 a a Dimethylphenethylamine 122 09 8 5 4 10 alpha Terpineol 98 55 5 3 10 bis 2 Chloroethoxy methane 111 91 1 3 10 bis 2 Chloroethyl ether 111 44 4 3 10 bis 2 Chloroisopropyl ether 39638 32 9 3 10 bis 2 Ethylhexyl phthalate 117 81 7 3 10 bis p Chlorophenyl disulfide 1142 19 4 3 10 bis p Chlorophenyl sulfone 80 07 9 3 10 m p Cresols 65794 96
87. nd weatherproof field logbook containing consecutively numbered pages The information in the field book should include the following information as applicable Names of personnel Location of sample Date and time of sample collection Sample identification code including QC and QA identification Description of samples matrix sampled Sample depth if applicable Number and volume of samples Sampling methods or reference to the appropriate SOP Sample handling including filtration and preservation as appropriate for separate sample aliquots Analytes of interest Field observations Results of any field measurements such as depth to water pH temperature and conductivity Level of PPE used during sampling Weather conditions at time of sample collection Condition of the well Decontamination information Initial static water level and total well depth Calculations e g calculation of purged volume Analyses that will be performed by the laboratory Equipment calibration information Headspace analysis if taken Changes or deletions in the field book should be lined out with a single strike mark initialed dated and remain legible Sufficient information should be recorded to allow the sampling event to be reconstructed without relying on the sampler s memory The field book will be signed by the person making the last entry at the end of each day Anyone making entries in another person s field book will sign and date those ent
88. nitoring and or redevelopment reuse of those identified and selected properties The environmental questions being asked First is there the presence or absence of contamination Second what is the extent magnitude and cleanup options for contaminants that may pose a threat to redevelopment and future land use for properties evaluated during the Phase II environmental assessments Development of the project s conceptual site model CSM A conceptual site model will be developed for each property evaluated during the Phase Il assessments and included in the site specific field sampling plan The CSM for each site will include the following sources of known or suspected hazardous waste known or suspected contaminants primary release mechanism fate and transport considerations potential receptors and exposure pathways land use considerations and site conditions The possible classes of contaminants and the affected matrices Potentially contaminated sites associated with hazardous substances and petroleum substances will be identified during the Phase assessments Contaminated media may include soil vapor surface soil subsurface soil groundwater and structures with asbestos containing material ACM and lead based paint LBP The rationale for inclusion of chemical and nonchemical analyses Potential contaminants of concern will be identified for each site during the Phase assessments The rationale for selected analyses will be p
89. non compliant it lt 15 could be a result of system b Option 2 leaks or reactive column linear least sites or standard squares degradation regression oo RMC Page 53 City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZA Wheat Ridge Wheat Ridge Colorado COMMUNITY D rVEILOPIMENT r2 0 995 Correct the problem and when RSD recalibrate 21596 If RSD is non compliant C Option 3 check for outlier and repeat non linear that ICAL point otherwise regression perform instrument coefficient of troubleshooting and repeat determinatio calibration nr2 gt 0 99 6 points will be used for second order 7 points shall be used for third order gt RMC Page 54 CONSULTANTS City of Final Brownfields Environmental Consultant Testing Services UFP QAPP Vl Wheat Ridge Wheat Ridge Colorado COMMUNITY DEVELOMENT GC MS Second source Once after each Value of second source for Prepare fresh standard Lab Manager DV MS 0010 calibration initial calibration all project analytes within and reanalyze second Analyst DOD QSM verification 20 of expected value source to rule out standard ICV initial source degradation or inaccurate injection If problem persists perform instrument adjustment and or maintenance and rerun initial calibration and second source verification standard If problem continues new standards may need to be purchased prepared and a
90. ntrol Sample LOD Limit of Detection LOQ Limit of Quantitation MDL Method Detection Limit mL milliliter gt RMC Page v oD Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP ee TS CEE City of Wheat Ridge Colorado MS MSD Matrix Spike Matrix Spike Duplicate mS cm milliSiemens per centimeter MTBE methyl tert butyl ether NA Not Applicable NELAP National Environmental Laboratory Accreditation Program ND Non detect NTU Nephelometric Turbidity Units ORP Oxidation Reduction Potential OSHA Occupational Safety amp Health Administration PM Project Manager ppm parts per million PQO Project Quality Objectives QA Quality Assurance QAPP Quality Assurance Project Plan QC Quality Control QSM Quality Systems Manual RCRA Resource Conservation and Recovery Act RF Response Factor RFP Request for Proposals RL Reporting Limit RMC RMC Consultants Inc RPD Relative Percent Difference RSD Relative Standard Deviation SEDD Staged Electronic Data Deliverable SOP Standard Operating Procedure SPCC System Performance Check Compound SSHO Site Safety and Health Officer SSHP Site Safety and Health Plan Std Standard SVOC Semi Volatile Organic Carbon SW Solid Waste TOD Transit Oriented Development TPH Total Petroleum Hydrocarbons UFP Uniform Federal Policy VOA Volatile Organic Analyte VOC Volatile Organic Compound VOA Volatile Organic Analysis VOC Volatile Organic Compound gt RMC
91. ocations whenever practical which does limit the definition of a randomly selected sample location Suspect homogeneous materials will be sampled to determine if they contain asbestos or are non asbestos materials Homogeneous areas materials will be determined using visual observations made in the field regarding material appearance texture size color construction era and or manufacturers labels At the point of sample collection the ACM and LBP samples will be placed in a sample container and coded by the inspector The sampling tool will then be cleaned to prevent contamination of subsequent samples Any debris will be cleaned up and sealed in plastic for disposal gt R MC Page 27 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 15 BOREHOLE ABANDONMENT SOP Preparation Revision Date December 2013 Material and Equipment Needs Personal protective equipment PPE as outlined in the HSP Grouting materials and equipment potable water bentonite powder bentonite chips cement for grouting portland type II or IV large tank for mixing grout trash pump for mixing grout plastic or steel tremie pipe This Standard Operating Procedure SOP provides technical guidance and methods that will be used to seal and abandon boreholes at the Phase II sites The objective of abandonment is to eliminate the potential vertical pathway to the su
92. on Forms Corrective Action Forms Data Usability Assessment Reported Field Sample Results Reported Field Sample Results Final Project Report Sams Disbaeal Records Reported Results for Standards Quality Control Checks and Quality Control Samples Data Package Completeness Checklists Sample Disposal Records Telephone Logs Extraction Clean up Records Raw Data stored on disk or CD R Instrument Printouts raw data for Field Telephone Logs Samples Standards Quality Control Checks and Quality Control Samples oo RMC Page 64 City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZG Wheat Ridge Wheat Ridge Colorado COMMUNITY D rvtLOPIMENT Worksheet 30 Analytical Services Table roundwater Water To be determined See Worksheet Included in draft and RMC Consultants Quality final report Screening Groundwater All analyses L To be determined See Worksheet 15 Business days of Origins 23 sample receipt Laboaratory Denver Soil All analyses L To be determined See Worksheet 10 Business days of Origins Laboaratory NA 23 sample receipt Denver D RMC Page 65 Final Brownfields Environmental Consultant Testing Services UFP QAPP ZZ NV beat Ridge Wheat Ridge Colorado Worksheet 31 Planned Project Assessments Table Internal Claude Murray Jennifer Hussey Jennifer Hussey Claude Murray Consultants Field Operations Sampling Team Leader Sampling Team Field Operations
93. on their results Precision Results of field QC sample duplicates For each field sample duplicate and matrix spike sample duplicate the relative percent difference RPD will be calculated for each analyte for the field sample duplicate pair the parent and duplicate values must both be greater than or equal to the LOQ to calculate an RPD The RPDs will be checked against the measurement performance criteria presented on Worksheet 12 Conclusions about the precision of the field QC sample results will be drawn and any limitations on the use of the data will be described Accuracy Results of laboratory control samples LCS and surrogate standards For each LCS and surrogate standard the percent 96 recovery will be checked against the measurement performance criteria presented on Worksheet 12 Conclusions about the accuracy of the analyses based on the LCS and surrogate standard results will be drawn and any limitations on the use of the data will be described Bias Results of laboratory method blanks and matrix spike samples For each method blank the detected analyte concentration and for each matrix spike the recovery will be compared to the requirements listed on Worksheet 12 Conclusions about the bias of the analyses based on the method blank and matrix spike results will be drawn and any limitations on the use of the data will be described Sensitivity Listed LODs and LOQs The reported detection limits for each analyte w
94. onically to all QAPP recipients listed in table RMC Page 14 VA Wheat Lidge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT Wheat Ridge Colorado Worksheet 4 Project Personnel Sign Off Sheet David Groy Prime Contractor Project Manager 303 980 4101 LL ee Jason Kahlert Project Health amp Safety Officer 303 980 4101 Claude Murray Field Operations Manager 303 980 4101 Site Safety and Health Officer Sampling Team Leader 303 980 4101 Noelle Doyle Mathis Laboratory Project Manager 303 433 1322 Po Jennifer Hussey Joseph Mastromarchi Project QA Manager 303 980 4101 Po RMC Page 15 City of JA W heat Ridge COMMUNITY DEVELOPMENT Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 5 Project Organizational Chart Regulatory Stakeholder EPA Region 8 Bill Rothenmeyer RMC Representative Jason Kahlert Health amp Safety Officer Reviews Health amp Safety protocol practices prepares SSHP and ensures H amp S training certification is obtained by site personnel RMC Representative Jennifer Hussey Sampling Team Leader Leads the field sampling effort reports any deviations from the FSP and provides health amp safety and QA QC oversight Lead Organization and Approval Authority City of Wheat Ridge Sally Payne Sr Planner AICP Contractor Organization RMC C
95. onmental data of known quality appropriate for their intended uses and the requirements apply to all environmental laboratories regardless of size or complexity The DoD QSM is referenced throughout this QAPP as it pertains to QA QC criteria Sampling S Analytical A or both S amp A RMC Page 25 Final Brownfields Environmental Consultant Testing Services UFP QAPP gt City of A Wheat Ridge Wheat Ridge Colorado COMMUNITY D rvtLOINMENT Worksheet 13 Secondary Data Criteria and Limitations Review of regulatory agency environmental databases Enviromental GeoSearch Report Review of the Colorado Department of Labor and Employment Oil and Public Safety OPS Enviromental database for registered GeoSearch Report and or leaking underground petroleum storage tanks Review of Colorado Division of Water Resources CDOWR database Enviromental GeoSearch Report Review of topographic maps and aerial photographs USGS and GeoSearch Report Enviromental GeoSearch Report by Historical Information Gatherers Inc and provided in RMC s Phase Enviromental Assessment Enviromental GeoSearch Report by Historical Information Gatherers Inc and provided in RMC s Phase Enviromental Assessment Enviromental GeoSearch Report by Historical Information Gatherers Inc and provided in RMC s Phase Enviromental Assessment Enviromental GeoSearch Report by Historical
96. onsultants Inc David Groy Project Manager Manages environmental tasks and coordinates with lead agency and subcontractors Subcontractor Organization Origins Laboratory Inc Noelle Doyle Mathis Line of Authority Line of Communication Stakeholder WR2020 Denise Balkas RMC Representative Claude Murray Field Operations Manager Coordinates all field activities and will notify Project Manager of changes to QAPP and FSP RMC Representative Joseph Mastromarchi Project QA Manager Provides QA QC oversight reviews data evaluates the need for corrective actions and maintains the anoroved QAPP Subcontractor Organization Remington Technologies LLC Drilling Jesse Taylor gt 16 GD Wheat Ridge Final Brownfields Environmental Consultant Testing Services UFP QAPP COMMUNITY DEVELOPMENT Wheat Ridge Colorado Worksheet 6 Communication Pathways Communication Drivers Communication Drivers Responsible Entity Responsible Entity Phone Number Procedure Procedure O Principal Point of Contact with Lead Organization Project All materials and information about the project will EPA WR2020 and RMC Inc pal tee 303 235 2852 forwarded to EPA and WR2020 by Sally Payne Manage all Project diera Project Manager David Groy 303 980 4101 RMC liaison to Sally Payne Involving Environmental Tasks Mr Murray will notify David Groy of changes to QAP
97. p and screw it back on the sensor head Agitate the sensor to coat the sensors with the solution Unscrew the cup and discard the solution in a sink or other container Pour more pH 7 buffer solution in the cup to the half way mark Replace the cup on the sensor head Agitate lightly Observe the reading after the reading stabilizes record the reading in the field logbook under a heading for the calibration event noting the instrument name and serial number R MC Page 24 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures Pour out the buffer solution and rinse the sensors with clean water Pour inch of pH 10 buffer in the cup Screw the cup onto the sensor head Agitate coating the sensors with solution Discard the solution Pour more pH 10 buffer solution in the cup to the half way mark Replace the cup on the sensor head Agitate lightly Observe the reading after the reading stabilizes record the reading in the field logbook If either of the pH readings vary by more than 0 1 units perform a Calibration sequence The pH calibration sequence is initiated by accessing the Calibration mode using the navigation buttons on the instrument Perform the sensor rinse with the pH 7 buffer and then refill the cup halfway with buffer solution and replace on the sensor head The instrument requires a minimum two point calibration Enter the value of the first calibration standar
98. per ICAL and at the beginning of the analytical shift Position shall be set using the midpoint standard of the ICAL curve when ICAL is performed On days when ICAL is not performed the initial CCV is used Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Lab Manager Analyst DV MS 0010 DOD QSM RMC CONSULTANTS Page 57 aem City of Final Brownfields Environmental Consultant Testing Services UFP QAPP V Wheat Ridge Wheat Ridge Colorado COMMUNITY D rvtLOIMENT Worksheet 25 Analytical Instrument and Equipment Maintenance Testing and Inspection Table Service vacuum dE bs Recalibrate DV MS 0010 other criteria instrument maintenance as needed Instrument Clean sources maintain performance vacuum pumps and sensitivity The Laboratory Project Manager will be responsible for the procurement of equipment and supplies 2 RMC Page 58 Ae City of Final Brownfields Environmental Consultant Testing Services UFP QAPP ZZ WN heat Ridge Wheat Ridge Colorado Worksheet 26 Sample Handling System Field Sample Storage There will be no onsite storage of samples Samples will be hand delivered to the laboratory Sample Extract Digestate Storage No of days from extraction digestion Extracts Digestates will be analyzed as soon as possible and held until the project is invoiced Biological Sample Storage Not appli
99. pth C ft C Length of Static Water Column D ft l B C a B Casing Water Volume x gal 0 Volume of Water Added to Well During Installation gal Total Purge Volume gal Removed Cond Temperature Turbidity mS cm ForC NTU Comments Developer Signature Date gt R MC Page 13 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 8 GROUNDWATER SAMPLE COLLECTION SOP Preparation Revision Date December 2013 Equipment List Bailers if needed Submersible pump and generator Electronic water level probe Assorted tools knife screwdriver etc Nylon rope or twine Field water quality multi parameter probe with flow through cell Calculator Field notebook Groundwater sample form Waterproof and permanent marker 55 gallon drum or holding tank for storing purged water where necessary Appropriate health and safety equipment Well completion information sheet Appropriate decontamination equipment 5 gallon buckets Sampling apparatus Cooler with ice Sample jars and labels Observations made during sample collection should be recorded in the field notebook and field sampling sheet Prior to groundwater sample collection as warranted the presence of any immiscible layers will be assessed using an oil water interface meter The immiscible layers will be assessed visually for non aqueous phase liquids I
100. r AA size batteries The Hach 2100P is not waterproof If used in the field during rain events care must used to keep excessive water from splashing onto the unit PID Calibration Procedure The Mini Rae 2000 PID is calibrated using a 100 ppm isobutylene gas supplied in a pressurized canister A regulating valve is used to dispense the gas The PID should be turned on and allowed to operate in survey mode for at least 10 minutes before performing a calibration check Calibration check is performed by filling a 1 liter Tedlar bag with calibration gas and then attaching the flexible tubing from the Tedlar bag to the PID probe tip Slight hand pressure is maintained on the Tedlar bag to keep the gas flowing steadily Instrument response should occur within a few seconds of attaching the tubing Note the reading in the field logbook If the reading varies by more than a few percent from the expected value perform a calibration procedure Calibration is performed by placing the unit in Calibration mode by menu navigation using the keypad Once in calibration mode the unit will confirm that the calibration gas is 100 ppm isobutylene After confirming connect a full Tedlar bag of 100 ppm isobutylene to the probe tip and confirm the Start Cal prompt The unit will prompt when calibration is complete Disconnect the Tedlar bag Return the unit to Survey Mode Re check the calibration Document the calibration in the field logbook Mini Rae 2000 PID Ma
101. richloroethane 79 00 5 0 5 4 0 Chloromethane 74 87 3 0 5 4 0 cis 1 2 Dichloroethene 156 59 2 0 3 4 0 cis 1 3 Dichloropropene 10061 01 5 0 3 4 0 Dibromochloromethane 124 48 1 0 2 4 0 Dibromomethane 74 95 3 0 6 4 0 RMC Page 36 Final Brownfields Environmental Consultant Testing Services UFP QAPP City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number Reporting Limit Ethylbenzene 100 41 4 0 3 4 0 Hexachlorobutadiene 87 68 3 0 5 5 0 lodomethane 74 88 4 0 7 10 0 Isopropylbenzene 98 82 8 0 2 4 0 m p Xylene 108 38 3 106 42 3 0 6 4 0 1 1 Dichloroethane 75 34 3 0 3 4 0 Methyl tert Butyl Ether 1634 04 4 0 3 4 0 Methylene Chloride 75 09 2 1 0 20 0 Naphthalene 91 20 3 0 7 20 0 n Butylbenzene 104 51 8 0 3 4 0 n Propylbenzene 103 65 1 0 1 4 0 o Xylene 95 47 6 0 3 4 0 sec Butylbenzene 135 98 8 0 2 4 0 Styrene 100 42 5 0 3 4 0 tert Butylbenzene 98 06 6 0 2 4 0 Tetrachloroethene 127 18 4 0 3 4 0 1 1 Dichloroethene 75 35 4 0 2 4 0 Toluene 108 88 3 0 4 4 0 trans 1 2 Dichloroethene 156 60 5 0 7 4 0 trans 1 3 Dichloropropene 10061 02 6 0 3 4 0 Trichloroethene 79 01 6 0 2 4 0 Trichlorofluoromethane 75 69 4 0 3 4 0 Vinyl chloride 75 01 4 0 3 4 0 1 2 Dichloroethane d4 17060 07 0 Not applicable Not applicable Toluene d8 2037 26 5 Not applicable Not applicable 4 Bromofluo
102. ries During field sampling activities traceability of the sample must be maintained from the time the samples are collected until laboratory data are issued Initial information concerning collection of the samples will be recorded in the field logbook as described above Information on the custody transfer handling and shipping of samples will be recorded on a CoC form The sampler will be responsible for initiating and filling out the CoC form The sampler will sign the CoC when the sampler relinquishes the samples to anyone else One CoC form will be completed for each cooler of samples collected daily The CoC will contain the following information D R MC Page 21 Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures Sampler s signature and affiliation Project number Date and time of collection Sample identification number Sample type Analyses requested Number of containers Signature of persons relinquishing custody dates and times Signature of persons accepting custody dates and times Method of shipment Shipping air bill number if appropriate The field person responsible for delivery of the samples to the shipping company will sign the CoC form retain the last copy of the three part CoC form document the method of shipment and send the original and the second copy of the CoC form with the samples Upon receipt at the laboratory the person receiving
103. robenzene 460 00 4 Not applicable Not applicable 1 1 Dichloropropene 563 58 6 0 3 4 0 Fluorobenzene 462 06 6 Not applicable Not applicable Chlorobenzene d5 3114 55 4 Not applicable Not applicable 1 4 Dichlorobenzene d4 3855 82 1 Not applicable Not applicable 1 2 3 Trichlorobenzene 87 61 6 0 9 10 0 1 2 3 Trichloropropane 96 18 4 0 6 10 0 Matrix SOIL Analytical Group Method SVOCs SW 846 8270D Units pg kg 2 3 Dibromopropyl phosphate 126 72 7 333 1650 1 1 Biphenyl 92 52 4 99 9 333 1 2 4 5 Tetrachlorobenzene 95 94 3 99 9 333 1 2 4 Trichlorobenzene 120 82 1 99 9 333 1 2 Dichlorobenzene 95 50 1 99 9 333 1 2 Diphenylhydrazine 122 66 7 99 9 333 1 3 5 Trinitrobenzene 99 35 4 99 9 333 1 3 Dichlorobenzene 541 73 1 99 9 333 1 4 Dichlorobenzene 106 46 7 99 9 333 1 4 Dinitrobenzene 100 25 4 99 9 330 1 4 Dioxane 123 91 1 99 9 333 1 4 Naphthoquinone 130 15 4 99 9 333 1 Hexanol 111 27 3 99 9 333 1 Methylnaphthalene 90 12 0 9 99 33 3 RMC Page 37 Final Brownfields Environmental Consultant Testing Services UFP QAPP City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number Reporting Limit 1 Naphthylamine 134 32 7 99 9 333 1 Nitropyrene 5522 43 0 99 9 333 2 2 Dichlorobenzil 21854 95 5 99 9 333 2 3 4 6 Tetrachlorophenol 58 90 2 99 9 333 2 3 Dichloroaniline 608 27 5 99 9
104. rom the laboratory Asbestos and LBP Survey Conduct an asbestos and LBP survey on subject properties located at 38 and Kipling 3 structures One approximately 27 000 square foot commercial retail center one 2 875 square foot commercial office building and one 2 400 square foot commercial retail center These structures were built around 1974 Data Review The laboratory will verify all data are complete for samples received Data will be verfired by the Project Chemist according to the requirements noted in Worksheets 34 35 and 36 All data will be evaluated for project use Community Outreach Assist the City of Wheat Ridge and WR2020 in community outreach efforts including the development of informational materials and the participation in public meetings One on one meetings will also be held with property owners to explain the Brownfields Grant program and to address concerns property owners may have about brownfields assessments being undertaken on their properties oo RMC Page 27 aem City of X Final Brownfields Environmental Consultant Testing Services UFP QAPP SA N heat Ridge Wheat Ridge Colorado COMMUNITY DEVELOMENT Phase Il ESA Reporting Prepare a report evaluating the potential concerns identified in the Phase ESAs identify the likely exposure pathways and evaluate site specific clean up options if warranted Site Cleanup Plan Develop Clean up Plans as ne
105. rosodiethylamine 55 18 5 99 9 333 N Nitrosodipropylamine 621 64 7 99 9 333 N Nitrosomethylethylamine 10595 95 6 99 9 333 N Nitrosomorpholine 59 89 2 99 9 333 N Nitrosopiperidine 100 75 4 99 9 333 N Nitrosopyrrolidine 930 55 2 99 9 333 Naphthalene 91 20 3 9 99 33 3 Nitrobenzene 98 95 3 99 9 333 Octachlorostyrene 29082 74 4 99 9 333 Parathion 56 38 2 99 9 333 Pentachlorobenzene 608 93 5 99 9 333 Pentachloroethane 76 01 7 99 9 333 Pentachloronitrobenzene 82 68 8 99 9 333 Pentachlorophenol 87 86 5 99 9 333 Phenacetin 62 44 2 99 9 333 Phenanthrene 85 01 8 9 99 33 3 Phenol 108 95 2 99 9 333 Phenyl sulfone 127 63 9 99 9 333 Phorate 298 02 2 99 9 333 Phthalic Anhydride 85 44 9 532 8 1650 Phthalic acid 88 99 3 99 9 333 Pronamide 23950 58 5 99 9 333 Pyrene 129 00 0 9 99 33 3 Pyridine 110 86 1 99 9 333 Quinoline 91 22 5 99 9 333 Safrole 94 59 7 99 9 333 Sulfotepp 3689 24 5 99 9 333 Thionazin 297 97 2 99 9 333 Thiophenol 108 98 5 99 9 333 Tributylphosphate 126 73 8 99 9 333 Triethylphosphorothioate 126 68 1 99 9 333 a a Dimethylphenethylamine 122 09 8 116 55 330 alpha Terpineol 98 55 5 99 9 330 bis 2 Chloroethoxy methane 111 91 1 99 9 333 bis 2 Chloroethyl ether 111 44 4 99 9 333 bis 2 Chloroisopropyl ether 39638 32 9 99 9 333 bis 2 Ethylhexyl phthalate 117 81 7 99 9 333 bis Chloromethyl ether 542 88 1 99 9 333 D RMC Page 40 Final Brownfields Environmental Consultant Testing Services UFP QAPP
106. rovided in the site specific FSPs prepared for the Phase II sites Information concerning various environmental indicators Each Phase ESA will include a review of regulatory agency enviromental databases a radius map report that will assist with ensuring compliance with ASTM E1527 13 and the EPA s All Appropriate Inquiry rule See Worksheet 13 oo RMC Page 21 City of Final Brownfields Environmental Consultant Testing Services UFP QAPP SA N heat Ridge Wheat Ridge Colorado COMMUNITY DEVELOMENT Worksheet 11 Project Quality Objectives Systematic Planning Process Statements Who will use the data City of Wheat Ridge WR2020 EPA and RMC What will the data be used for The data will be used to address gaps identified in the CSM Additionally the data will be used to assess the sites and develop remedial strategies that will allow for the safe and viable monitoring and or redevelopment reuse of selected properties What type of data is needed Off site chemical analyses for organic and inorganic compounds and potential LBP and ACM performed by an accredited analytical testing facility under the National Environmental Laboratory Accreditation Program NELAP Water quality measurements including dissolved oxygen DO pH specific conductance oxidation reduction potential ORP temperature and turbidity may be recorded during well purging to ensure representative samples are collected How good do the data need
107. ta and Worksheet 13 Information Secondary Data Criteria and Limitations Table 2 8 Project Overview and Schedule Summary of Project Tasks Worksheet 14 Reference Limits and Evaluation Worksheet 15 Table Project Schedule Timeline Table Worksheet 16 Sampling Design and Worksheet 17 Rationale Sample Location Map Worksheet 18 Sampling Locations and Methods SOP Requirements Table Analytical Methods SOP Worksheet 19 Requirements Table Field Quality Control Sample Worksheet 20 Summary Table Sampling SOPs Project Sampling SOP Worksheet 21 References Table Field Equipment Calibration Worksheet 22 Maintenance Testing and Inspection Table Analytical SOPs Worksheet 23 Analytical SOP References Table Analytical Instrument Calibration Worksheet 24 Table Analytical Instrument and Equipment Maintenance Testing Worksheet 25 and Inspection Table gt RMC Page 11 heat Ridge ZW 1 t Ridg Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Required QAPP Element s and Required Information Crosswalk to Related 4 3 Final Project Report Corresponding QAPP Section s Documents 3 3 Sample Collection Documentation Handling Sample Collection Documentation Worksheet 26 Tracking and Custody Procedures Handling Tracking and Custody Worksheet 427 3 3 1 Sample Collection Documentation SOPs 3 32
108. tant Testing Services UFP QAPP SA N heat Ridge Wheat Ridge Colorado COMMUNITY DEVEHOFMENI How will the data be reported Origins Laboratory Inc will provide the analytical data as a hard copy report including a complete raw data package and as a Staged Electronic Data Deliverable SEDD in the 2A format How will the data be archived RMC will archive the data until it is turned over to the City of Wheat Ridge Project Manager at project completion RMC archives all electronic analytical data deliverables by project number on the company s internal storage server RMC servers are amended nightly and fully backed up weekly to ensure data preservation Additionally RMC will request a hard copy report of the analytical data Origins Laboratory s records control process i e storage and archival is provided in Origins Laboratory document No QUOOO9C Title Records Control and Maintenance and Data Documentation Practices revision date 3 27 12 What procedures will be used to demonstrate acceptability of hardware and software configurations Hardware configurations i e Pentium R Dual Core CPU processors at 2 8 GHz will be used to run Microsoft Access Word and Excel 2010 under the Windows 7 Professional operating system Information Technology IT staff are responsible for assuring hardware configurations meet the requirements for running current and future data management database software as well as providing technical support Softwar
109. tant Testing Services UFP QAPP Wheat Ridge Colorado Daily before use and when unstable readings occur Daily before use Daily before use Daily before use Daily before use Stable after 3 min No defective parts noted 1 mS cm of std 0 15 C of NIST certified thermometer 0 0 ppm for fresh air within 5 of 100 ppm Clean probe and or replace membrane and or replace or service other defective parts Clean probe and or replace membrane and or replace or service other defective parts If conductance reading exceeds criterion then clean probe or service as necessary and recalibrate If temperature sensor reading exceeds criterion service or replace as necessary and recalibrate Clean the sensor lamp and lamp housing or replace isobutylene gas lamp Specify the appropriate reference letter or number from the Project Sampling SOP Reference table Worksheet 21 The RMC Project Manager will be responsible for the procurement of equipment and supplies Team Leader Sampling Team Leader Sample Team Leader Sample Team Leader Sample Team Leader RMC Aem City of E A W heat Lic loc COMMUNITY Final Brownfields Environmental Consultant Testing Services UFP QAPP Wheat Ridge Colorado Worksheet 23 Analytical SOP References Table Reference Title Revision Date and or Number Number Definitive or Organization Modified for Project
110. th Lead Agency Master of Science Environmental Policy and Management 30 yrs exp Jennifer Hussey Sampling Team Leader RMC Leads the field sampling effort as necessary and provides Quality Assurance Quality Control oversight Bachelor of Science Master of Arts Geology 16 yrs exp Jason Kahlert Project Health and Safety Officer RMC Reviews Health and Safety protocols and practices responsible for ensuring OSHA required H amp S training and State required asbestos certification obtained for applicable site personnel Bachelor of Science Geology 19 yrs exp Joseph Mastromarchi Project QA Manager RMC Maintains the official approved QAPP reviews data and QA QC procedures and verifies that corrective action is taken when necessary The Project QA Manager position is independent of the unit generating data Bachelor of Science Geology 24 yrs exp Claude Murray Field Operations Manager RMC Coordinates all field activities and provides Quality Assurance Quality Control oversight Provides health and safety oversight acts as backup Site Safety and Health Officer Bachelor of Science Geology 30 yrs exp Noelle Doyle Mathis Laboratory Project Manager Origins Laboratory Inc Manages laboratory project 18 Final Brownfields Environmental Consultant Testing Services UFP QAPP ys City of ZZ Wheat
111. thane 74 87 3 0 5 4 0 cis 1 2 Dichloroethene 156 59 2 0 3 4 0 cis 1 3 Dichloropropene 10061 01 5 0 3 4 0 Dibromochloromethane 124 48 1 0 2 4 0 Dibromomethane 74 95 3 0 6 4 0 Ethylbenzene 100 41 4 0 3 4 0 Hexachlorobutadiene 87 68 3 0 5 5 0 lodomethane 74 88 4 0 7 10 0 Isopropylbenzene 98 82 8 0 2 4 0 m p Xylene 108 38 3 106 42 3 0 6 4 0 1 1 Dichloroethane 75 34 3 0 3 4 0 Methyl tert Butyl Ether 1634 04 4 0 3 4 0 Methylene Chloride 75 09 2 1 0 20 0 Naphthalene 91 20 3 0 7 20 0 n Butylbenzene 104 51 8 0 3 4 0 n Propylbenzene 103 65 1 0 1 4 0 o Xylene 95 47 6 0 3 4 0 sec Butylbenzene 135 98 8 0 2 4 0 Styrene 100 42 5 0 3 4 0 tert Butylbenzene 98 06 6 0 2 4 0 Tetrachloroethene 127 18 4 0 3 4 0 1 1 Dichloroethene 75 35 4 0 2 4 0 Toluene 108 88 3 0 4 4 0 trans 1 2 Dichloroethene 156 60 5 0 7 4 0 trans 1 3 Dichloropropene 10061 02 6 0 3 4 0 Trichloroethene 79 01 6 0 2 4 0 Trichlorofluoromethane 75 69 4 0 3 4 0 D RMC Page 35 Final Brownfields Environmental Consultant Testing Services UFP QAPP City of V Wheat Ridge Wheat Ridge Colorado Analyte CAS Number nene Reporting Limit Vinyl chloride 75 01 4 0 3 4 0 1 2 Dichloroethane d4 17060 07 0 Not applicable Not applicable Toluene d8 2037 26 5 Not applicable Not applicable 4 Bromofluorobenzene 460 00 4 Not applicab
112. the samples will sign the CoC form and return the second copy to the Project Manager Copies of the CoC forms documenting custody changes and all custody documentation will be received and kept in the central files The original CoC forms will remain with the samples until final disposition of the samples by the laboratory The analytical laboratory will dispose of the samples in an appropriate manner 60 to 90 days after data reporting After sample disposal a copy of the original CoC will be sent to the Project Manager by the analytical laboratory to be incorporated into the central files D R MC Page 22 www originslaboratory com LABORATORY INC 9 cient o 3 adres oetans 2 project Telephone Number ________ samplescotlecteday _ 0 I e X 9 e g gt E e ES Date Time 2 22 Q Sample ID Description Sampled Sampled i 26 Sample Instructions EIL 8 ILL LLLI o fo a L d1 L 1L gt 1 E s LLL LLL Turnaround Time Same 24 Hr O 48 72 Hr O Standard 1725 Elk Place Final Brownfields Environmental Consultant Testing Services UFP QAPP Appendix A Standard Operating Procedures STANDARD OPERATING PROCEDURE 12 FIELD DOCUMENTATION SOP Preparation Revision Date December 2013 Several types of documentation w
113. tic bags potable water distilled water and or deionized water decon pad construction materials Surveying stakes or flags for marking sampling locations This Standard Operating Procedure SOP provides technical guidance and methods that will be used to conduct drilling and sampling of unconsolidated material from hollow stem auger borings at the Wheat Ridge Brownfields Phase II sites Before drilling borings will have been located numbered and identified using stakes or paint sticks on paved surfaces RMC personnel will ensure all utilities in the area have been suitably located Soil borings intended for monitoring well installation will be drilled using hollow stem augers methods by Remington Technologies LLC based in Loveland Colorado All drilling and sampling equipment will be steam cleaned before use at each borehole and decontaminated in accordance with SOP No 9 Equipment Decontamination Soil samples will be obtained either with standard split spoon drive samplers or with a continuous core barrel Either method will allow for collection of soil samples over continuous intervals or at discrete depths or depth intervals Drive sampling will normally obtain a 12 to 18 inch long sample depending on the length of the sampler Drive sampling involves advancing the augers to the top of the desired sample interval depth breaking the augers and then inserting a split spoon sampling device The split spoon is then driven through the sample
114. tion the equipment will be covered or wrapped in aluminum foil to minimize potential contact with contaminants Drill Rigs and Heavy Equipment Drill rigs and other heavy equipment will be decontaminated at the decontamination pad The decontamination station may consist of a temporary structure capable of collecting all decontamination fluids Mobile decontamination trailers may be used to decontaminate heavy equipment at each site Personnel will dress in suitable PPE to reduce personal exposure as required by the SSHP Equipment showing gross contamination or having caked on soil will be scraped with a flat bladed scraper at the site Equipment that cannot be damaged by water such as drill rigs and shovels will be washed with a hot water high pressure sprayer then rinsed with potable water Care will be taken to adequately clean the insides of the equipment Following decontamination equipment will be placed on the clean drill rig and moved to a clean area If the equipment is not used immediately it should be stored in a designated clean area Documentation Sampling personnel will be responsible for documenting the decontamination of sampling and heavy equipment The documentation will be recorded with waterproof ink in the sampler s field notebook with consecutively numbered pages The information entered in the field book concerning decontamination should include the following e Decontamination personnel e Date and start and end times
115. tivities Drill and Install Temporary Monitoring Wells Drill up to four boreholes using hollow stem augers at each site and install a 2 inch temporary monitoring well in each borehole Limited Sampling Collect one soil sample from each soil boring and one groundwater sample from each newly installed temporary well Sample Analysis Sample analysis may include but be not limited to the following volatile organic carbons VOCs semi volatile organic carbons SVOCs benzene toluene ethylbenze and xylene BTEX amp methyl tert butyl ether MTBE total petroleum hydrocarbns TPH diesel range organics DRO gasoline range organics GRO Resource Conservation and Recovery Act RCRA metals lead in soil ACM and LBP Sample analysis will be site specific and determined according to findings from the Phase ESA The following water quality parameters will be measured and recorded during well purging DO pH specific conductance ORP temperature and turbidity Quality Control Tasks The following field QC samples will be collected and analyzed field duplicates matrix spikes matrix spike duplicates and if necessary equipment blanks The following laboratory QC samples will be routinley analyzed method blanks and laboratory control samples Worksheets 12 and 28 list specific field QC sample types to be analyzed and evaluated Laboratory data will be verified by the Project Chemist following receipt of data f
116. to be in order to support the environmental decision The data must be of known quality compared to the quality control QC requirements specified in this QAPP Worksheets 12 15 and 28 How much data are needed Up to 10 soil samples and 4 groundwater samples will be collected from each Phase II site Sample collection will also consist of 1 field sample duplicate and 1 matrix spike matrix spike duplicate MS MSD sample pair per matrix at each site The site specific FSPs will specify the sampling needs to meet the project data quality objectives 0005 Where when and how should the data be collected generated Phase II activities will be implemented upon the completion and approval of the Phase environmental assessments The samples and associated field data will be collected generated using the procedures and protocols described in the Standard Operating Procedures provided in Appendix A Sample locations will be specified in the site specific FSPs prepared for each site that requires a Phase II environmental assessment Analytical data will be generated by a contract analytical laboratory using USEPA approved analytical methods Who will collect and generate the data RMC will collect all samples and submit them to Origins Laboratory in Denver CO for analysis The laboratory will submit hardcopy and electronic data to RMC for inclusion in the Phase II reports oo RMC Page 22 aem City of X Final Brownfields Environmental Consul
117. ultants RMC Consultants SOP 8 Groundwater Sampling 12 2013 S RMC Consultants ora Een senate 019 RC ACM and LBP Testing 12 2013 Consultants Sampling tool Modified for Sampling Equipment Type Project Work Comments Check if yes Field Headspace Screening 12 2013 RMC Consultants PID Surface Soil Sampling 12 2013 P 1 P 2 Direct Push Advancement and SOP 3 sampling 12 2013 Hollow Stem Auger Drilling and de Sampling 12 2013 P 9 14 See Appendix A for SOP See Appendix A for SOP Stainless steel spoon mixing bowl Direct push equipment stainless steel spoon mixing bowl See Appendix A for SOP Stainless steel split spoon sampler liner stainless steel spoon mixing bowl HF SCIENTIFIC MICRO TPW YSI PRO PLUS amp See Appendix A for SOP portable submersible pumps See Appendix A for SOP See Appendix A for SOP See Appendix A for SOP See Appendix A for SOP See Appendix A for SOP See Appendix A for SOP RMC Page 48 see City of Final Brownfields Environmental Consultant Testing Services UFP QAPP SA N heat Ridge Wheat Ridge Colorado COMMUNITY DEVELOMENT Worksheet 22 Field Equipment Calibration Maintenance Testing and Inspection Table Calibrate with 2 If turbidity reading standards 0 Te exceeds criterion m gi for between each then prepare new HF SCIENTIFIC C Ining water sample cell calibration standards MICRO TP

Final_UFP-QAPP-Wheat Ridge Phase II_Jan28_2014_with SOPs

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