TE3-1 LBP Report Building 100 at Camp Santiago.pdf

LEAD BASED PAINT INSPECTION REPORT

FOR

PUERTO RICO NATIONAL GUARD

SAMPLING CONDUCTED AT

PRNG BUILDING 100 AT CAMP SANTIAGO,

SALINAS, PR

ZEM-19315

JANUARY, 2020

PREPARED BY:

ZIMMETRY ENVIRONMENTAL MANAGEMENT CORP.

PO BOX 3545 BAYAMÓN, PR 00958

PHONE: 787.995.0005

WEB PAGE: WWW.ZIMMETRY.COM

EMAIL: INFO@ZIMMETRY.COM

Lead Based Paint Inspection

PRNG Building 100 at Camp Santiago, Salinas PR

TABLE OF CONTENT

SECTION 1: EXECUTIVE SUMMARY

1.1 Introduction

1.2 Summary of Property Evaluation

1.3 Property Locations of Building Components with Lead Based Paint

Table 1-1 Summary of Building Components with Lead Based Paint

SECTION 2: LEAD-BASED PAINT INSPECTION REPORT

2.1 Overview of the Evaluation

2.2 Sampling Procedure and Results Presentation

2.3 Lead Regulatory Levels

2.4 Conditions and Limitations

2.5 Abatement Conditions

2.6 Recommendations

2.7 Environmental Assessment Report Certification

SECTION 3: APPENDICES

Appendix A: XRF Sampling Data

Appendix B: Project Photographs

Appendix C: Certifications, Licenses, and Accreditations

Appendix D: XRF’s Performance Characteristics Sheet

Appendix E: Location of Positive Materials

PRNG Building 100 at Camp Santiago, Salinas PR

SECTION 1: EXECUTIVE SUMMARY

1.1 INTRODUCTION

A Lead-Based Paint inspection was conducted on January 13, 2020 at Puerto Rico National Guard Building 100 at Camp Santiago located in Salinas, Puerto Rico. The lead-based paint inspection was performed to identify paint that contains lead above allowable levels and to assist with the compliance of local, state and federal regulations.

1.2 SUMMARY OF PROPERTY EVALUATION

The project consisted of the evaluation of the interior and exterior areas of the aforementioned building. The evaluation found that lead based paint was present in selective components and surfaces through the building on the date of the inspection. Table 1-1 identifies the components positive for lead. Table 2-1 identifies lead-based paint as defined by the U.S. Environmental Protection Agency (EPA) and the Environmental Quality Board (EQB). For specific locations and additional detail on the location of lead- reference Sections 2 and 3.

1.3 PROPERTY LOCATIONS OF BUILDING COMPONENTS WITH LEAD-

BASED PAINT

Table 1-1 summarizes the site components and surfaces coated with lead-based paint.

Details that identify positive lead-based paint findings within specific areas and on surfaces were provided in the lead-based paint inspection report. The “substrate” is the building component material directly beneath the painted surface. Photographic documentation is for reference purposes and doesn't necessarily include all the surfaces with lead based paint and/or components containing lead.

Note:

The quantification of positives materials presented in this table is only an estimate. If an abatement of the materials will be conducted, the Contractors shall estimate the amount of materials to be abated.

Table 1-1: Summary of Components containing Lead

Area Component Color Substrate Approximate

Amount

1-1 Wall A Cream Concrete 96 Ft²

1-2 Walls A & C Cream Concrete 236 Ft²

1-3 Wall A White Concrete 64 Ft²

1-7 Wall A Brown Concrete 54 Ft²

1-10 Lower Walls White Concrete 37 Ft²

1-11 Wall A Cream Concrete 139 Ft²

1-17 Lower Walls B & D Gray Concrete 58 Ft²

1-18 Wall C White Concrete 290 Ft²

PRNG Building 100 at Camp Santiago, Salinas PR

SECTION 2: LEAD-BASED PAINT INSPECTION REPORT

2.1 OVERVIEW OF THE EVALUATION

This lead-based paint inspection is an investigation to identify all lead-based paint on a surface-by-surface basis. A lead-based paint inspection conforming to HUD guidelines was performed at the aforementioned project.

Averages of 330 samples were taken at identified surfaces of the evaluated areas using X-ray fluorescence (XRF) analyzer. The evaluation found that lead-based paint was present in selective components and surfaces through the site on the date of the assessment (See Table 1-1).

Some of the remaining XRF test locations exhibited lead-in-paint levels below the level that EPA identifies as lead-based paint, namely 1.0 mg/cm2. Such surfaces could create dust-lead or soil-lead hazards if the paint is turned into dust by abrasion, scraping, or sanding. Should these or any lead containing components or surfaces be disturbed in any manner that generates dust, care should be taken to limit its spread.

Testing was performed by Harry Peña, state-certified risk assessor 1364-06-19-RA-001, using the Niton XLp-300A XRF, SN-101222. The credentials are provided in Section 3, Appendix C: Certifications, Licenses, and Accreditations. The XRF analyzer is designed to measure the lead content of surface coatings on a variety of building surfaces, substrates, and components. The measurement is rapid and nondestructive and, according to the manufacturer, is capable of detecting lead concentrations that occur within numerous layers of various surface coatings.

Please refer to the XRF Testing Results Section 3, Appendix D: XRF Sampling Data for the detailed analytical testing results for each distinct area inspected. The reports provide a complete testing data.

2.2 SAMPLING PROCEDURE AND RESULTS PRESENTATION

The Lead Based Paint Sampling Procedure was design to evaluate and document all the data obtained form the inspection in a sequential method that provided confidence at the moment of the results presentation.

The survey was performed following the methodology established in the HUD Guidelines for the Evaluation and Control of Lead Based Paint in Housing (2012 revision) and the PREQB Lead Based Paint Abatement Control Regulation. The surfaces evaluation was performed as follows:

If the lead concentration measured by the XRF Spectrum Analyzer is less than 1.0 mg/cm2 it is considered negative.

If the lead concentration measured by the XRF Spectrum Analyzer is equal or greater than 1.0 mg/cm2 it is considered positive.

PRNG Building 100 at Camp Santiago, Salinas PR

To each functional space of the property a name was assigned according to the use of that space. If no name could be assigned then a code letter or number was assigned. The room numbers will be assigned clockwise as you enter the structure and go towards the left always.

Each wall surface was named with letters beginning with wall A the wall facing the main entrance direction. The wall at your left will be wall B, the wall at front wall C and the wall at you right will be wall D.

2.3 LEAD REGULATORY LEVELS

The lead regulatory levels provided below are those used when preparing this lead-based paint evaluation or when evaluating data collected. The EPA regulatory levels are the same as the state regulatory levels provided in the following table.

TABLE 2-1: LEAD REGULATORY LEVELS

EPA/EQB Levels

Lead-Based Paint

1.0 mg/cm2 or 0.5% by weight (or 5,000 ppm)

2.4 CONDITIONS AND LIMITATIONS—DISCLAIMER

Zimmetry Environmental Management Corp. has performed this lead-based paint inspection in a thorough and professional manner consistent with commonly accepted industry standards. The Preparer cannot guarantee and does not warrant that this evaluation has identified all adverse environmental factors and/or conditions affecting this project on the date of the evaluation.

The results reported and conclusions reached by the Preparer are solely for the benefit of the Owner. The results and opinions in this report, based solely on the conditions found at the project on the date of the evaluation, are valid only on that date. The Preparer assumes no obligation to advise the client of any changes in any real or potential lead-based paint hazards at this residence beyond the date of the project evaluation.

The lead inspection was performed to ready accessible components and surfaces. If suspected components that could contain lead are encountered underneath current installed tiles or other construction material, they shall be managed as containing lead until the appropriate test is performed.

2.5 ABATEMENT CONDITIONS

Abatement, as defined by HUD and the Puerto Rico Environmental Quality Board (EQB), means any set of measures designed to eliminate lead-based paint and/or lead-based paint hazards permanently. The people providing these services must to be trained in accordance with the EQB licensing/certification requirements. The product manufacturer and/or

PRNG Building 100 at Camp Santiago, Salinas PR contractor must warrant abatement methods to last a minimum of 20 years, or these methods must have a design life of at least 20 years.

Abatement activities may include, but are not necessarily limited to:

onsite or offsite removal of lead-based paint from substrates and components replacement of components or fixtures painted with lead-based paint permanent enclosure of lead-based paint with construction materials mechanically-fastened to the substrate encapsulation of lead-based paint with specially designed encapsulant products removal or permanent covering (concrete or asphalt) of soil-lead-based paint hazards

If enclosure or encapsulation is conducted as an abatement method, the lead-based paint remains on the property, so ongoing lead-based paint maintenance is required.

2.6 RECOMMENDATIONS

According to the EQB lead regulations, prior to the demolishing of a structure containing lead based paint, the contaminated surfaces or substrates must be abated or removed. The waste generated has to be characterized to determine if the waste generated is hazardous or non hazardous waste. The firm providing the abatement services must be certified as an abatement firm by the EQB. Workers conducting abatement must be trained and certified as abatement workers by a training provider accredited by the EQB.

2.7 ENVIRONMENTAL ASSESSMENT REPORT CERTIFICATION

Zimmetry Environmental Management Corp. has performed this lead-based paint inspection in a thorough and professional manner consistent with commonly accepted industry standards. The inspection was conducted on January 13, 2020 by Harry Peña, state-certified risk assessor 1364-06-19-RA-001, qualified by experience, education and training in the recognition of lead based paint and approved sampling techniques using the Niton XLp-300A

XRF, SN-101222.

Harry Peña, MSEM Environmental Risk Assessor

PRNG Building 100 at Camp Santiago, Salinas PR

SECTION 3: APPENDICES

Appendix A: XRF Sampling Data

Appendix B: Project Photographs

Appendix C: Certifications, Licenses, and Accreditations

Appendix D: XRF’s Performance Characteristics Sheet

Appendix E: Location of Positive Materials

PRNG Building 100 at Camp Santiago, Salinas PR

APPENDIX A: XRF SAMPLING DATA

PROJECT:

DATE: 1/13/2020

Sample

ID.

Functional Space Location Color Subst.

XRF

Reading Pos/Neg Comments

1 Calibration 1.00 2 Calibration 1.00 3 Calibration 1.00 4 Area 1-1 Door Black Metal 0.00 Negative 5 Area 1-1 Door Casing Black Metal 0.00 Negative 6 Area 1-1 Wall A Cream Concrete 13.00 Positive 7 Area 1-1 Mocheta Wall A Cream Concrete 0.00 Negative Right Side 2ft 8 Area 1-1 Mocheta Wall A Cream Concrete 0.00 Negative Left Side 4in 9 Area 1-1 Mocheta Upper Wall A Cream Concrete 0.00 Negative

10 Area 1-1 Wall B Cream Drywall 0.00 Negative 11 Area 1-1 Lower Wall C Cream Concrete 0.00 Negative 12 Area 1-1 Wall D Cream Concrete 0.00 Negative 13 Area 1-1 Wall D Cream Drywall 0.00 Negative 14 Area 1-1 Door Black Metal 0.00 Negative 15 Area 1-1 Door Casing Black Metal 0.00 Negative 16 Area 1-1 Ceiling White Concrete 0.00 Negative 17 Area 1-2 Door Brown Wood 0.80 Negative 18 Area 1-2 Door Casing Brown Wood 0.03 Negative 19 Area 1-2 Wall C Cream Concrete 11.00 Positive 20 Area 1-2 Lower Wall C Cream Concrete 3.70 Positive 21 Area 1-2 Lower Wall B White Concrete 0.00 Negative 22 Area 1-2 Wall B White Concrete 0.70 Negative 23 Area 1-2 Lower Wall A White Concrete 12.60 Positive 24 Area 1-2 Wall A White Concrete 9.40 Positive 25 Area 1-2 Mocheta Wall A White Concrete 0.00 Negative 6 inches 26 Area 1-2 Wall D White Concrete 0.03 Negative 27 Area 1-2 Lower Wall D White Concrete 0.00 Negative 28 Area 1-2 Ceiling Cream Concrete 0.00 Negative 29 Area 1-3 Door Brown Wood 0.00 Negative 30 Area 1-3 Door Casing Brown Wood 0.00 Negative 31 Area 1-3 Wall A White Concrete 15.00 Positive 32 Area 1-3 Mocheta Wall A White Concrete 0.00 Negative 33 Area 1-3 Lower Wall A White Concrete 0.00 Negative 34 Area 1-3 Ceiling White Concrete 0.00 Negative 35 Area 1-3 Wall B White Concrete 0.00 Negative 36 Area 1-3 Window Casing Black Metal 0.00 Negative 37 Area 1-3 Wall D White Concrete 0.00 Negative 38 Area 1-3 Baseboard Brown Wood 0.00 Negative 39 Area 1-3 Wall C White Concrete 0.00 Negative 40 Area 1-3 Door Brown Wood 0.00 Negative 41 Area 1-3 Door Casing Brown Wood 0.00 Negative 42 Area 1-4 Door Brown Metal 0.00 Negative 43 Area 1-4 Door Casing Brown Metal 0.00 Negative 44 Area 1-4 Wall A Brown Concrete 0.00 Negative 45 Area 1-4 Lower Wall A Brown Concrete 0.00 Negative 46 Area 1-4 Door Brown Metal 0.00 Negative 47 Area 1-4 Door Casing Brown Metal 0.00 Negative 48 Area 1-4 Ceiling White Concrete 0.00 Negative 49 Area 1-4 Wall B Brown Concrete 0.00 Negative 50 Area 1-4 Mocheta Wall B Brown Concrete 0.00 Negative 51 Area 1-4 Lower Wall B Brown Concrete 0.00 Negative 52 Area 1-4 Baseboard Brown Wood 0.00 Negative 53 Area 1-4 Window Casing Black Metal 0.00 Negative 54 Area 1-4 Wall C Brown Concrete 0.00 Negative 55 Area 1-4 Lower Wall C Brown Concrete 0.00 Negative 56 Area 1-4 Window Casing Black Metal 0.00 Negative 57 Area 1-4 Wall D Brown Concrete 0.00 Negative 58 Area 1-4 Lower Wall D Brown Concrete 0.00 Negative 59 Area 1-5 Door Brown Wood 0.00 Negative 60 Area 1-5 Door Casing Brown Wood 0.06 Negative

Building #100 Camp Santiago CLIENT: Puerto Rico National Guard

LBP Inspector: Harry Peña

Sample

ID.

Functional Space Location Color Subst.

XRF

Reading Pos/Neg Comments

61 Area 1-5 Wall A Cream Concrete 0.00 Negative 62 Area 1-5 Wall B Cream Concrete 0.00 Negative 63 Area 1-5 Ceiling White Concrete 0.00 Negative 64 Area 1-5 Baseboard Brown Wood 0.00 Negative 65 Area 1-5 Wall C Cream Concrete 0.01 Negative 66 Area 1-5 Window Casing Black Metal 0.02 Negative 67 Area 1-5 Wall D Cream Concrete 0.00 Negative 68 Area 1-5 Wall D Cream Drywall 0.00 Negative 69 Area 1-6 Door Brown Wood 0.00 Negative 70 Area 1-6 Door Casing Brown Wood 0.00 Negative 71 Area 1-6 Wall A Brown Concrete 0.00 Negative 72 Area 1-6 Wall B Brown Concrete 0.00 Negative 73 Area 1-6 Wall B Brown Drywall 0.00 Negative 74 Area 1-6 Wall C Brown Concrete 0.00 Negative 75 Area 1-6 Wall D Brown Concrete 0.00 Negative 76 Area 1-6 Window Casing Black Metal 0.00 Negative 77 Area 1-6 Ceiling White Concrete 0.00 Negative 78 Area 1-6 Baseboard Brown Wood 0.00 Negative 79 Area 1-7 Door Brown Wood 0.00 Negative 80 Area 1-7 Door Casing Brown Wood 0.00 Negative 81 Area 1-7 Wall A Brown Concrete 12.00 Positive Left Side 82 Area 1-7 Mocheta Wall A Brown Concrete 0.00 Negative Right Side under WC 83 Area 1-7 Window Casing Black Metal 0.00 Negative 84 Area 1-7 Baseboard Brown Wood 0.00 Negative 85 Area 1-7 Ceiling White Concrete 0.00 Negative 86 Area 1-7 Wall B Brown Concrete 0.00 Negative 87 Area 1-7 Wall C Brown Concrete 0.00 Negative 88 Area 1-7 Wall D Brown Concrete 0.00 Negative 89 Area 1-7 Wall D Brown Drywall 0.00 Negative 90 Area 1-7 Upper Wall A Brown Concrete 15.60 Positive Over the window 91 Area 1-8 Door Brown Wood 0.17 Negative 92 Area 1-8 Door Casing Brown Wood 0.12 Negative 93 Area 1-8 Wall A White Concrete 0.00 Negative 94 Area 1-8 Baseboard Brown Wood 0.00 Negative 95 Area 1-8 Wall B White Concrete 0.00 Negative 96 Area 1-8 Wall C White Concrete 0.00 Negative 97 Area 1-8 Lower Wall A White Concrete 0.00 Negative 98 Area 1-8 Lower Wall B White Concrete 0.00 Negative 99 Area 1-8 Lower Wall C White Concrete 0.03 Negative

100 Area 1-8 Lower Wall D White Concrete 0.00 Negative 101 Area 1-8 Window Casing Black Metal 0.00 Negative 102 Area 1-8 Wall D White Concrete 0.00 Negative 103 Area 1-8 Ceiling Cream Concrete 0.00 Negative 104 Area 1-9 Door Brown Wood 0.00 Negative 105 Area 1-9 Door Casing Brown Wood 0.00 Negative 106 Area 1-9 Wall A Brown Concrete 0.02 Negative 107 Area 1-9 Lower Wall A Brown Concrete 0.00 Negative 108 Area 1-9 Wall B Brown Concrete 0.00 Negative 109 Area 1-9 Lower Wall B Brown Concrete 0.00 Negative 110 Area 1-9 Wall C Brown Concrete 0.00 Negative 111 Area 1-9 Lower Wall C Brown Concrete 0.00 Negative 112 Area 1-9 Wall D Brown Concrete 0.03 Negative 113 Area 1-9 Lower Wall D Brown Concrete 0.00 Negative 114 Area 1-9 Window Casing Black Metal 0.00 Negative 115 Area 1-9 Baseboard Brown Wood 0.00 Negative 116 Area 1-9 Ceiling White Concrete 0.00 Negative 117 Area 1-10 Door Casing Brown Wood 0.00 Negative 118 Area 1-10 Wall A White Concrete 0.00 Negative 119 Area 1-10 Column White Concrete 0.00 Negative 120 Area 1-10 Lower Wall A White Concrete 1.60 Positive

Building #100 Camp Santiago CLIENT: Puerto Rico National Guard

Sample

ID.

Functional Space Location Color Subst.

XRF

Reading Pos/Neg Comments

121 Area 1-10 Wall B White Concrete 0.00 Negative 122 Area 1-10 Lower Wall B White Concrete 1.70 Positive 123 Area 1-10 Wall C White Concrete 0.00 Negative 124 Area 1-10 Lower Wall C White Concrete 1.70 Positive 125 Area 1-10 Window Casing Black Metal 0.00 Negative 126 Area 1-10 Wall D White Concrete 0.00 Negative 127 Area 1-10 Lower Wall D White Concrete 1.60 Positive 128 Area 1-10 Ceiling White Concrete 0.00 Negative 129 Area 1-11 Door Brown Wood 0.00 Negative 130 Area 1-11 Door Casing Brown Wood 0.00 Negative 131 Area 1-11 Wall A Cream Concrete 10.00 Positive 132 Area 1-11 Mocheta Wall A Cream Concrete 0.00 Negative Right Side 1 inch 133 Area 1-11 Mocheta Wall A Cream Concrete 3.90 Positive Left Side 134 Area 1-11 Mochella Upper Wall A Cream Concrete 0.00 Negative 135 Area 1-11 Window Casing Black Metal 0.00 Negative 136 Area 1-11 Ceiling White Concrete 0.00 Negative 137 Area 1-11 Baseboard Brown Wood 0.00 Negative 138 Area 1-11 Mocheta Lower Wall A Cream Concrete 0.00 Negative 139 Area 1-11 Wall B Cream Concrete 0.02 Negative 140 Area 1-11 Lower Wall B Cream Concrete 0.00 Negative 141 Area 1-11 Wall C Cream Concrete 0.00 Negative 142 Area 1-11 Lower Wall C Cream Concrete 0.00 Negative 143 Area 1-11 Wall D Cream Concrete 0.00 Negative 144 Area 1-11 Lower Wall D Cream Concrete 0.00 Negative 145 Area 1-12 Door Brown Wood 0.00 Negative 146 Area 1-12 Door Casing Brown Wood 0.00 Negative 147 Area 1-12 Wall A White Concrete 0.00 Negative 148 Area 1-12 Grille Brown Metal 0.00 Negative 149 Area 1-12 Window Casing Black Metal 0.00 Negative 150 Area 1-12 Column White Concrete 0.02 Negative 151 Area 1-12 Baseboard Brown Plastic 0.00 Negative 152 Area 1-12 Upper Wall A Cream Concrete 0.00 Negative 153 Area 1-12 Wall B White Concrete 0.00 Negative 154 Area 1-12 Wall B White Drywall 0.00 Negative 155 Area 1-12 Wall C White Concrete 0.00 Negative 156 Area 1-12 Wall D White Concrete 0.03 Negative 157 Area 1-12 Door Brown Metal 0.00 Negative 158 Area 1-12 Door Casing Brown Metal 0.00 Negative 159 Area 1-13 Door Brown Metal 0.00 Negative 160 Area 1-13 Door Casing Brown Metal 0.00 Negative 161 Area 1-13 Wall A White Concrete 0.01 Negative 162 Area 1-13 Column White Concrete 0.00 Negative 163 Area 1-13 Wall B White Wood 0.00 Negative 164 Area 1-13 Door Brown Wood 0.00 Negative 165 Area 1-13 Door Casing Brown Wood 0.00 Negative 166 Area 1-13 Wall C White Concrete 0.00 Negative 167 Area 1-13 Wall C White Wood 0.00 Negative 168 Area 1-13 Door Brown Wood 0.00 Negative 169 Area 1-13 Door Casing Brown Wood 0.00 Negative 170 Area 1-13 Beam White Concrete 0.00 Negative 171 Area 1-13 Door Brown Wood 0.00 Negative 172 Area 1-13 Door Casing Brown Wood 0.00 Negative 173 Area 1-13 Door Brown Metal 0.00 Negative 174 Area 1-13 Door Casing Brown Metal 0.00 Negative 175 Area 1-13 Wall D White Concrete 0.02 Negative 176 Area 1-13 Door Brown Metal 0.00 Negative 177 Area 1-13 Door Casing Brown Metal 0.00 Negative 178 Area 1-13 Ceiling White Concrete 0.00 Negative 179 Area 1-13 Floor Tile Gray Ceramic 0.90 Negative 180 Area 1-13 Lower Wall White Concrete 0.00 Negative

Building #100 Camp Santiago CLIENT: Puerto Rico National Guard

Sample

ID.

Functional Space Location Color Subst.

XRF

Reading Pos/Neg Comments

181 Area 1-13 Baseboard Gray Ceramic 0.90 Negative 182 Area 1-14 Door Brown Wood 0.00 Negative 183 Area 1-14 Door Casing Brown Wood 0.00 Negative 184 Area 1-14 Wall A Gray Concrete 0.00 Negative 185 Area 1-14 Wall B Gray Concrete 0.00 Negative 186 Area 1-14 Wall C Gray Concrete 0.00 Negative 187 Area 1-14 Wall D Gray Wood 0.00 Negative 188 Area 1-14 Ceiling White Concrete 0.00 Negative 189 Area 1-14 Column Gray Concrete 0.00 Negative 190 Area 1-14 Beam Gray Concrete 0.00 Negative 191 Area 1-15 Door Brown Metal 0.00 Negative 192 Area 1-15 Door Casing Brown Metal 0.00 Negative 193 Area 1-15 Wall Tile White Ceramic 0.00 Negative 194 Area 1-15 Upper Wall A Brown Concrete 0.00 Negative 195 Area 1-15 Upper Wall B Brown Concrete 0.00 Negative 196 Area 1-15 Upper Wall C Brown Concrete 0.00 Negative 197 Area 1-15 Upper Wall D Brown Concrete 0.00 Negative 198 Area 1-15 Floor Tile Gray Ceramic 0.90 Negative 199 Area 1-15 Window Casing Black Metal 0.00 Negative 200 Area 1-15 Ceiling Brown Drywall 0.00 Negative 201 Area 1-15 Toilet White Ceramic 0.01 Negative 202 Area 1-15 Lavatory White Ceramic 0.00 Negative 203 Area 1-16 Door Brown Wood 0.00 Negative 204 Area 1-16 Door Casing Brown Wood 0.00 Negative 205 Area 1-16 Wall Tile White Ceramic 0.00 Negative 206 Area 1-16 Upper Wall A Brown Concrete 0.00 Negative 207 Area 1-16 Upper Wall B Brown Concrete 0.00 Negative 208 Area 1-16 Upper Wall C Brown Concrete 0.00 Negative 209 Area 1-16 Upper Wall D Brown Concrete 0.00 Negative 210 Area 1-16 Toilet White Ceramic 0.00 Negative 211 Area 1-16 Lavatory White Ceramic 0.00 Negative 212 Area 1-16 Ceiling Brown Drywall 0.00 Negative 213 Area 1-16 Floor Tile Gray Ceramic 0.00 Negative 214 Area 1-17 Door Brown Wood 0.00 Negative 215 Area 1-17 Door Casing Brown Wood 0.00 Negative 216 Area 1-17 Wall A Gray Wood 0.00 Negative 217 Area 1-17 Wall B Gray Wood 0.00 Negative 218 Area 1-17 Lower Wall B Gray Concrete 4.10 Positive 4ft 219 Area 1-17 Upper Wall C Gray Concrete 0.30 Negative 220 Area 1-17 Lower Wall C Gray Concrete 0.70 Negative 221 Area 1-17 Window Casing Black Metal 0.00 Negative 222 Area 1-17 Wall D Gray Concrete 0.02 Negative 223 Area 1-17 Lower Wall D Gray Concrete 3.60 Positive 4ft 224 Area 1-17 Floor Gray Concrete 0.00 Negative 225 Area 1-17 Ceiling White Concrete 0.00 Negative 226 Area 1-18 Upper Wall D White Concrete 0.00 Negative 227 Area 1-18 Lower Wall D White Concrete 0.00 Negative 228 Area 1-18 Upper Wall C White Concrete 0.00 Negative 229 Area 1-18 Lower Wall C White Concrete 0.00 Negative 230 Area 1-18 Upper Wall C White Concrete 0.00 Negative 231 Area 1-18 Lower Wall C White Concrete 0.00 Negative 232 Area 1-18 Upper Wall C White Concrete 0.00 Negative 233 Area 1-18 Lower Wall C White Concrete 0.00 Negative 234 Area 1-18 Upper Wall C White Concrete 0.00 Negative 235 Area 1-18 Lower Wall C White Concrete 0.00 Negative 236 Area 1-18 Center Wall C White Concrete 14.90 Positive From Right Side 1-9 237 Area 1-18 Door Brown Wood 0.00 Negative 238 Area 1-18 Door Casing Brown Wood 0.00 Negative 239 Area 1-18 Mocheta Wall C White Concrete 3.80 Positive 240 Area 1-18 Upper Wall C White Concrete 0.00 Negative Over the door 6 inches

Building #100 Camp Santiago CLIENT: Puerto Rico National Guard

Sample

ID.

Functional Space Location Color Subst.

XRF

Reading Pos/Neg Comments

241 Area 1-18 Mocheta Wall C White Concrete 0.00 Negative Left Side 3 inches 1-9 242 Area 1-18 Wall C White Concrete 8.00 Positive Left Side 243 Area 1-18 Wall C White Concrete 22.00 Positive 244 Area 1-18 Mocheta Wall C White Concrete 0.00 Negative 2 inches 245 Area 1-18 Mocheta Wall C White Concrete 0.00 Negative 246 Area 1-18 Wall C White Concrete 36.00 Positive 247 Area 1-18 Wall C White Concrete 11.70 Positive 248 Area 1-18 Upper Wall C White Concrete 0.00 Negative 249 Area 1-18 Wall C White Concrete 10.50 Positive 250 Area 1-18 Door Brown Wood 0.00 Negative 251 Area 1-18 Door Casing Brown Wood 0.00 Negative 252 Area 1-18 Upper Wall B White Concrete 0.00 Negative 253 Area 1-18 Column White Concrete 13.60 Positive 254 Area 1-18 Wall A White Concrete 0.00 Negative 255 Area 1-18 Wall A White Concrete 0.00 Negative 256 Area 1-18 Wall A White Concrete 0.00 Negative 257 Area 1-18 Wall A White Concrete 0.00 Negative 258 Area 1-18 Ceiling White Concrete 0.00 Negative 259 Area 1-18 Baseboard Brown Wood 0.00 Negative 260 Exterior Area Wall A Cream Concrete 0.00 Negative 261 Exterior Area Wall A Cream Concrete 0.00 Negative 262 Exterior Area Column Brown Concrete 0.00 Negative 263 Exterior Area Column Cream Concrete 0.00 Negative 264 Exterior Area Lower Wall A Cream Concrete 0.00 Negative 265 Exterior Area Column Brown Concrete 0.00 Negative 266 Exterior Area Wall A Cream Concrete 0.00 Negative 267 Exterior Area Wall A Cream Concrete 0.00 Negative 268 Exterior Area Window Casing Black Metal 0.00 Negative 269 Exterior Area Column Brown Concrete 0.00 Negative 270 Exterior Area Wall A Cream Concrete 0.00 Negative 271 Exterior Area Window Casing Black Metal 0.00 Negative 272 Exterior Area Wall A Cream Concrete 0.00 Negative 273 Exterior Area Column Brown Concrete 0.00 Negative 274 Exterior Area Wall A Cream Concrete 0.00 Negative 275 Exterior Area Center Wall A Cream Concrete 0.00 Negative 276 Exterior Area Door Black Metal 0.00 Negative 277 Exterior Area Door Casing Black Metal 0.00 Negative 278 Exterior Area Column Cream Concrete 0.00 Negative 279 Exterior Area Column Brown Concrete 0.01 Negative 280 Exterior Area Wall A Cream Concrete 0.00 Negative 281 Exterior Area Floor Tile Brown Ceramic 0.01 Negative 282 Exterior Area Wall A Cream Concrete 0.00 Negative 283 Exterior Area Wall A Cream Concrete 0.00 Negative 284 Exterior Area Fascia Brown Concrete 0.00 Negative 285 Exterior Area Soffit Cream Concrete 0.00 Negative 286 Exterior Area Window Casing Black Metal 0.00 Negative 287 Exterior Area Parking Line White Concrete 0.00 Negative 288 Exterior Area Wall A Cream Concrete 0.00 Negative 289 Exterior Area Wall A Yellow Concrete 0.00 Negative 290 Exterior Area Wall B Cream Concrete 0.00 Negative 291 Exterior Area Wall B Cream Concrete 0.00 Negative 292 Exterior Area Pipeline Cream Metal 0.11 Negative 293 Exterior Area Pipeline Cream Plastic 0.00 Negative 294 Exterior Area Door Brown Metal 0.00 Negative 295 Exterior Area Door Casing Brown Metal 0.00 Negative 296 Exterior Area Wall B Cream Concrete 0.00 Negative 297 Exterior Area Window Casing Black Metal 0.00 Negative 298 Exterior Area Fascia Brown Concrete 0.00 Negative 299 Exterior Area Soffit Cream Concrete 0.00 Negative 300 Exterior Area Wall C Cream Concrete 0.02 Negative

Building #100 Camp Santiago CLIENT: Puerto Rico National Guard

Sample

ID.

Functional Space Location Color Subst.

XRF

Reading Pos/Neg Comments

301 Exterior Area Pipeline Cream Plastic 0.00 Negative 302 Exterior Area Wall C Cream Concrete 0.00 Negative 303 Exterior Area Pipeline Cream Plastic 0.00 Negative 304 Exterior Area Window Casing Black Metal 0.00 Negative 305 Exterior Area Wall C Cream Concrete 0.00 Negative 306 Exterior Area Wall C Cream Concrete 0.01 Negative 307 Exterior Area Window Casing Cream Concrete 0.00 Negative 308 Exterior Area Wall C Cream Concrete 0.00 Negative 309 Exterior Area Wall C Cream Concrete 0.00 Negative 310 Exterior Area Pipeline Cream Plastic 0.00 Negative 311 Exterior Area Wall C Cream Concrete 0.02 Negative 312 Exterior Area Wall C Cream Concrete 0.00 Negative 313 Exterior Area Block Cream Concrete 0.00 Negative 314 Exterior Area Wall D Cream Concrete 0.00 Negative 315 Exterior Area Block Cream Concrete 0.00 Negative 316 Exterior Area Beam Cream Concrete 0.00 Negative 317 Exterior Area Wall D Cream Concrete 0.02 Negative 318 Exterior Area Wall D Cream Concrete 0.02 Negative 319 Exterior Area Block Cream Concrete 0.00 Negative 320 Area 1-19 Wall B Cream Concrete 0.00 Negative 321 Area 1-19 Door Cream Metal 0.00 Negative 322 Area 1-19 Door Casing Cream Metal 0.00 Negative 323 Area 1-19 Block Cream Concrete 0.00 Negative 324 Area 1-19 Block Cream Concrete 0.00 Negative 325 Area 1-19 Fascia Brown Concrete 0.00 Negative 326 Area 1-19 Soffit Cream Concrete 0.00 Negative 327 Area 1-19 Beam Cream Concrete 0.00 Negative 328 Calibration 1.00 329 Calibration 1.00 330 Calibration 1.00

LBP Inspector: Harry Peña

Building #100 Camp Santiago CLIENT: Puerto Rico National Guard

PRNG Building 100 at Camp Santiago, Salinas PR

Photographic documentation is for reference purposes and doesn't necessarily include all the surfaces with lead based paint and/or components containing lead

APPENDIX B: PROJECT PHOTOGRAPHS

Area 1-1 Lead based paint concrete wall A.

Area 1-2

PRNG Building 100 at Camp Santiago, Salinas PR

Photographic documentation is for reference purposes and doesn't necessarily include all the

Lead based paint concrete wall C.

PRNG Building 100 at Camp Santiago, Salinas PR

Photographic documentation is for reference purposes and doesn't necessarily include all the

Area 1-3

Area 1-3

Area 1-7

PRNG Building 100 at Camp Santiago, Salinas PR

Photographic documentation is for reference purposes and doesn't necessarily include all the

Lead based paint concrete upper wall A.

Area 1-10 Lead based paint concrete lower walls.

Area 1-11

PRNG Building 100 at Camp Santiago, Salinas PR

Photographic documentation is for reference purposes and doesn't necessarily include all the

Area 1-11 Lead based paint concrete mocheta wall A.

Area 1-17 Lead based paint concrete lower wall B.

Area 1-17 Lead based paint concrete lower wall D.

Area 1-18

PRNG Building 100 at Camp Santiago, Salinas PR

Photographic documentation is for reference purposes and doesn't necessarily include all the

PRNG Building 100 at Camp Santiago, Salinas PR

APPENDIX C: CERTIFICATIONS, LICENSES, AND

ACCREDITATIONS

PRNG Building 100 at Camp Santiago, Salinas PR

APPENDIX C: CERTIFICATIONS, LICENSES, AND

ACCREDITATIONS

PRNG Building 100 at Camp Santiago, Salinas PR

APPENDIX D: XRF’s PERFORMANCE CHARACTERISTICS

SHEET

Niton XLp 300, 9/24/2004, ed. 1

Performance Characteristic Sheet

EFFECTIVE DATE: September 24, 2004 EDITION NO.: 1

MANUFACTURER AND MODEL:

Make: Niton LLC Tested Model: XLp 300 Source: 109Cd Note: This PCS is also applicable to the equivalent model variations indicated below, for the Lead-in-Paint K+L variable reading time mode, in the XLi and XLp series:

XLi 300A, XLi 301A, XLi 302A and XLi 303A.

XLp 300A, XLp 301A, XLp 302A and XLp 303A.

XLi 700A, XLi 701A, XLi 702A and XLi 703A.

XLp 700A, XLp 701A, XLp 702A, and XLp 703A.

Note: The XLi and XLp versions refer to the shape of the handle part of the instrument. The differences in the model numbers reflect other modes available, in addition to Lead-in- Paint modes. The manufacturer states that specifications for these instruments are identical for the source, detector, and detector electronics relative to the Lead-in-Paint mode.

FIELD OPERATION GUIDANCE

OPERATING PARAMETERS:

Lead-in-Paint K+L variable reading time mode.

XRF CALIBRATION CHECK LIMITS:

0.8 to 1.2 mg/cm2 (inclusive)

The calibration of the XRF instrument should be checked using the paint film nearest 1.0 mg/cm2 in the NIST Standard Reference Material (SRM) used (e.g., for NIST SRM 2579, use the 1.02 mg/cm2 film).

If readings are outside the acceptable calibration check range, follow the manufacturer's instructions to bring the instruments into control before XRF testing proceeds.

SUBSTRATE CORRECTION:

For XRF results using Lead-in-Paint K+L variable reading time mode, substrate correction is not needed for:

Brick, Concrete, Drywall, Metal, Plaster, and Wood

INCONCLUSIVE RANGE OR THRESHOLD:

K+L MODE

READING DESCRIPTION

SUBSTRATE THRESHOLD

(mg/cm2)

Results not corrected for substrate bias on any substrate

Brick Concrete Drywall Metal

Plaster Wood

1.0 1.0 1.0 1.0 1.0 1.0

BACKGROUND INFORMATION

EVALUATION DATA SOURCE AND DATE:

This sheet is supplemental information to be used in conjunction with Chapter 7 of the HUD Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing ("HUD Guidelines"). Performance parameters shown on this sheet are calculated from the EPA/HUD evaluation using archived building components. Testing was conducted in August 2004 on 133 testing combinations. The instruments that were used to perform the testing had new sources; one instrument’s was installed in November 2003 with 40 mCi initial strength, and the other’s was installed June 2004 with 40 mCi initial strength.

OPERATING PARAMETERS:

Performance parameters shown in this sheet are applicable only when properly operating the instrument using the manufacturer's instructions and procedures described in Chapter 7 of the HUD Guidelines.

SUBSTRATE CORRECTION VALUE COMPUTATION:

Substrate correction is not needed for brick, concrete, drywall, metal, plaster or wood when using Lead-in- Paint K+L variable reading time mode, the normal operating mode for these instruments. If substrate correction is desired, refer to Chapter 7 of the HUD Guidelines for guidance on correcting XRF results for substrate bias.

EVALUATING THE QUALITY OF XRF TESTING:

Randomly select ten testing combinations for retesting from each house or from two randomly selected units in multifamily housing. Use the K+L variable time mode readings.

Conduct XRF retesting at the ten testing combinations selected for retesting.

Determine if the XRF testing in the units or house passed or failed the test by applying the steps below.

Compute the Retest Tolerance Limit by the following steps:

Determine XRF results for the original and retest XRF readings. Do not correct the original or retest results for substrate bias. In single-family housing a result is defined as the average of three readings. In multifamily housing, a result is a single reading.

Therefore, there will be ten original and ten retest XRF results for each house or for the two selected units.

Calculate the average of the original XRF result and retest XRF result for each testing combination.

Square the average for each testing combination.

Add the ten squared averages together. Call this quantity C.

Multiply the number C by 0.0072. Call this quantity D.

Add the number 0.032 to D. Call this quantity E.

Take the square root of E. Call this quantity F.

Multiply F by 1.645. The result is the Retest Tolerance Limit.

Compute the average of all ten original XRF results.

Compute the average of all ten re-test XRF results.

Find the absolute difference of the two averages.

If the difference is less than the Retest Tolerance Limit, the inspection has passed the retest. If the difference of the overall averages equals or exceeds the Retest Tolerance Limit, this procedure should be repeated with ten new testing combinations. If the difference of the overall averages is equal to or greater than the Retest Tolerance Limit a second time, then the inspection should be considered deficient.

Use of this procedure is estimated to produce a spurious result approximately 1% of the time. That is, results of this procedure will call for further examination when no examination is warranted in approximately 1 out of 100 dwelling units tested.

TESTING TIMES:

For the Lead-in-Paint K+L variable reading time mode, the instrument continues to read until it is moved away from the testing surface, terminated by the user, or the instrument software indicates the reading is complete. The following table provides testing time information for this testing mode. The times have been adjusted for source decay, normalized to the initial source strengths as noted above. Source strength and type of substrate will affect actual testing times. At the time of testing, the instruments had source strengths of 26.6 and 36.6 mCi.

Testing Times Using K+L Reading Mode (Seconds)

All Data Median for laboratory-measured lead levels (mg/cm2)

Substrate 25th Percentile

Median 75th Percentile

Pb < 0.25 0.25 < Pb<1.0 1.0 < Pb

Wood Drywall

4 11 19 11 15 11

Metal

4 12 18 9 12 14

Brick Concrete Plaster

8 16 22 15 18 16

CLASSIFICATION RESULTS:

XRF results are classified as positive if they are greater than or equal to the threshold, and negative if they are less than the threshold.

DOCUMENTATION:

A document titled Methodology for XRF Performance Characteristic Sheets provides an explanation of the statistical methodology used to construct the data in the sheets, and provides empirical results from using the recommended inconclusive ranges or thresholds for specific XRF instruments. For a copy of this document call the National Lead Information Center Clearinghouse at 1-800-424-LEAD.

This XRF Performance Characteristic Sheet was developed by the Midwest Research Institute (MRI) and QuanTech, Inc., under a contract between MRI and the XRF manufacturer. HUD has determined that the information provided here is acceptable when used as guidance in conjunction with Chapter 7, Lead-Based Paint Inspection, of HUD’s Guidelines for the Evaluation and Control of Lead-Based Paint Hazards in Housing.

PRNG Building 100 at Camp Santiago, Salinas PR

APPENDIX E: LOCATION OF POSITIVE MATERIALS