KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

More documents

Recommendations

Info

<strong>BASE</strong>-WIDE PLAN 3.1.3 Hydrogeology Deep Soils on Alluvial Fans, Mesas, and Piedmonts ― Madurez-Wink Association, which consists of well-drained loamy soils ― Tijeras-Embudo Association, which consists of well-drained loamy, gravelly soils Shallow to Deep Soils on Mountains and Foot Slopes ― Seis-Orthids Association, consisting of loamy, stony, cobbly soils ― Kolob-Rock Outcrop Association, consisting of loamy, stony soils and rock The groundwater system at Kirtland AFB and in the Albuquerque area lies within the Albuquerque-Belen Basin, which is also referred to as the Middle Rio Grande Basin. The basin is part of the Rio Grande Rift. As the Rio Grande Rift spread, the Albuquerque Basin filled with sediments several miles thick, most of which is referred to as the Santa Fe Group. The unit consists of unconsolidated sediments, which thin toward the basin boundary. Edges of the basin are marked by normal faults. Overlying the Santa Fe Group are the Pliocene Ortiz gravel and Rio Grande fluvial deposits (SNL, 2002). Generally, the upper unit of the Santa Fe Group contains the most productive portion of the regional aquifer that supplies groundwater to the city of Albuquerque and Kirtland AFB. The unit is characterized by piedmont slope, river, and flood plain deposits. The ancestral Rio Grande formed a large agradational plain in the central basin, depositing a mix of coarse- to fine-grained sands, silts, and clays with variable bed thickness (SNL, 2002). The groundwater investigations at Kirtland AFB indicate that there is a regional aquifer at a depth of approximately 500 ft below ground surface, and there are multiple shallow zones of perched water, which may not be continuous, present at approximately 300 to 400 ft below ground surface. The shallow system is defined as a saturated zone above the regional water table and separated from the regional aquifer by an unsaturated interval. This shallow groundwater system is present over an area that extends south to the Kirtland AFB Golf Course, north to SNL Tech Area I, to the west of Tech Area II, and to the east of LF-008 (SNL, 2002) as shown in Figure 3-4. Lithology and water chemistry information indicated that the perched aquifer might be comprised of smaller, more discontinuous sand channels, whereas the regional unit is a larger, more consistent sand layer. At LF-008, where five wells have been completed in the perched aquifer, the perched system consists of multiple zones of saturation and ranges up to a thickness of 125 ft. The thick zone of saturation is probably the result of recharge from the Tijeras Arroyo. Historically, water in the regional aquifer has flowed from the basin margins toward the Rio Grande. Currently, heavy pumping by Kirtland AFB and the city of Albuquerque has formed a depression, directing water toward the northwestern portion of the base. Flow directions observed within the regional aquifer at Kirtland AFB confirm these general flow directions. Water in the regional aquifer converges in the northwestern portion of the base between LTM sites LF-008 and the Sewage Lagoons. In the southern portion of the site, groundwater flows to the west from the Manzano uplift, and from the south into the central portion of the base. Groundwater flow directions at LTM program sites are shown on Plate 1. Kirtland Air Force Base Base-Wide Plans for the Environmental Restoration Program 17 April 2004
<strong>BASE</strong> WIDE PLAN 3.1.4 Geochemical Trends in the Regional Aquifer Several water types are present in the Albuquerque Basin (Plummer et al., 2000, Section C) that represent different sources of recharge to the basin including those from the Rio Grande, Tijeras Arroyo, Tijeras Fault zone, and Eastern Mountain Front. General characteristics of these waters were described in the study. Recharge from the Eastern Mountain Front occurs along the entire mountain front of the basin. This water type is characterized by relatively low specific conductance and chloride and is a calciumsodium-bicarbonate (Ca-Na-HCO 3 ) type. Groundwater from crystalline rocks of the Tijeras Fault zone has mixed with water from the Eastern Mountain Front, resulting in groundwater with high conductance, chloride, and bicarbonate. Along the Tijeras Arroyo, groundwater is characterized by high conductance, sulfate, and nitrate and is a calcium-bicarbonate type. Waters influenced by recharge from the Rio Grande are generally higher in silica and potassium, with calcium elevated related to sodium. The evaluation of regional groundwater at Kirtland AFB demonstrates that two main water types are present, indicating different water sources. The major distinction observed at the sites is that groundwater in the southeastern portion of the base, including Manzano Landfill (LF-020) and Lake Christian (OT-046), has a stronger sulfate and higher chloride signature, and is present at elevations 300 to 600 ft higher than the other regional groundwater at the base. Groundwater in the central portion of the base, including Landfill 2 (LF-002), Landfills 4, 5, and 6 (LF-008), Tijeras Arroyo, SWMU 8-28 (ST- 250), and McCormick Ranch/Range (OT-028), have very similar water types and groundwater flow directions indicate that the aquifer is continuous from the southern and eastern areas into the central portion of Kirtland AFB. The groundwater in this area is generally dominated by calcium and bicarbonate. The Golf Course Main Pond wells (KAFB-0608, KAFB-0609, and KAFB-0610) appear to indicate transitional groundwater is present, with sulfate concentrations that are intermediate between groundwater in the uplifted area and groundwater typical of the central portion of the base. The well at Radioactive Burial Site 11 (RW-06), KAFB-6301, has a stronger bicarbonate signature than others in this transitional region. Groundwater in the northwestern portion of the base (Landfill 1 [LF-001], Fire Training Area [FT-13], and Building 1033 [ST-341]) is similar to the groundwater in the central portion, but has slightly higher sodium/calcium ratios. Groundwater in the northwestern portion of the base generally flows to the north and east, converging with the groundwater from the south and west in the north-central portion of the base. The chemical composition of groundwater in well KAFB-8351 at SWMU 8-35 (ST-214) does not fit into the chemical and geographic pattern observed in the other wells, and may represent a different water source. Concentrations of iron, selenium, dissolved solids, and nitrate nitrogen have been elevated in some wells at Kirtland AFB over the last few sampling events. Many of these detections can be explained in the context of sitewide and basinwide water quality trends (iron, selenium, and nitrate nitrogen). Water quality in the Albuquerque Basin has been degraded from the combined effects of decreasing water levels and increasing development. Low water conditions associated with less recharge and slower circulation in aquifer formations have been shown to result in groundwater with higher concentrations of dissolved solids (Hem, 1989). Elevated nitrate concentrations have been identified in the basin that is the result of increasing numbers of septic systems. The quality of groundwater in the Albuquerque Basin is influenced by the effects of excess irrigation waters mixing with groundwater in the aquifer, in some cases resulting in higher dissolved solids concentrations (United States Geological Survey [USGS, 2000]). Sources of lower quality water in the basin include septic systems, residual minerals from evapotranspiration, urban runoff, and application of agricultural chemicals. Nitrates are of particular concern in the Albuquerque area as evidenced by a large zone of nitrate contamination along the Rio Grande flood plain near Albuquerque; nitrate concentrations have doubled and tripled between 1977 and 1990 from use of septic tanks. In some areas, Kirtland Air Force Base Base-Wide Plans for the Environmental Restoration Program 18 April 2004
Page 1 and 2:
KIRTLAND AIR FORCE BASE ALBUQUERQUE
Page 3 and 4:
DOCUMENT CERTIFICATION REPORT DOCUM
Page 5 and 6:
DOCUMENT CERTIFICATION THIS PAGE IN
Page 7 and 8:
CONTENTS 3.3.7 Groundwater and LNAP
Page 9 and 10:
FIGURES FIGURES 2-1 Site Location M
Page 11 and 12:
ACRONYMS AND ABBREVIATIONS ACRONYMS
Page 13 and 14:
THIS PAGE INTENTIONALLY LEFT BLANK
Page 15 and 16:
SECTION 1 1.1 Objectives and Scope
Page 17 and 18:
SECTION 2 2.1 Site Description 2. B
Page 19 and 20:
SECTION 2 • From roughly 86 ft bg
Page 21 and 22:
SECTION 2 2.4.2 Investigative Resul
Page 23 and 24:
SECTION 2 previous sampling results
Page 25 and 26:
SECTION 2 the soils. Only that part
Page 27 and 28:
SECTION 2 gpd. Investigating and re
Page 29 and 30:
SECTION 3 3.2 Quality Assurance/Qua
Page 31 and 32:
SECTION 3 being both an electrical
Page 33 and 34:
SECTION 3 3.3.4 Groundwater Monitor
Page 35 and 36:
SECTION 3 piezometers. Groundwater
Page 37 and 38:
SECTION 4 association meetings are
Page 39 and 40:
REFERENCES US Environmental Protect
Page 41 and 42:
TABLES Table 2-1. Hydrostratigraphi
Page 43 and 44:
TABLES Table 3-2 Proposed Installat
Page 45 and 46:
TABLES Installation ID Installation
Page 47 and 48:
TABLES Installation ID Installation
Page 49 and 50: TABLES Installation ID Installation
Page 51 and 52: Figures
Page 53 and 54: SAN METEO SAN PEDRO 1540886 1541386
Page 55 and 56: Source: CH2M HILL 2009 Figure 2-4
Page 57 and 58: Source: CH2M HILL 2009 Figure 2-6
Page 59 and 60: CONCEPTUAL SITE MODEL Figure 2-8 So
Page 61 and 62: SAN METEO SAN PEDRO 1540672 1541172
Page 63 and 64: Figure 3‐3 Typical Soil Vapor Mon
Page 65 and 66: Appendix A NMED Guidance: NMED TPH
Page 67 and 68: A TPH screening guideline was calcu
Page 69 and 70: potential indoor air impacts from s
Page 71 and 72: Appendix B Project Schedule
Page 73 and 74: Appendix C Preliminary Report Outli
Page 75 and 76: Appendix D Base-Wide Plans for Inve
Page 78 and 79: BASE-WIDE PLAN CONTENTS Section Pag
Page 80 and 81: BASE-WIDE PLAN FIGURES Section Page
Page 82 and 83: BASE-WIDE PLAN ACRONYMS AFB AFCEE C
Page 84 and 85: BASE-WIDE PLAN 1. INTRODUCTION Kirt
Page 86 and 87: BASE-WIDE PLAN 2. PROJECT MANAGEMEN
Page 88 and 89: BASE-WIDE PLAN Waste Management Pro
Page 90 and 91: BASE-WIDE PLAN 3. BASELINE ENVIRONM
Page 92 and 93: BASE-WIDE PLAN Figure 3-1. Kirtland
Page 94 and 95: BASE-WIDE PLAN Table 3-1. History o
Page 96 and 97: BASE-WIDE PLAN Figure 3-2. Location
Page 98 and 99: BASE-WIDE PLAN Figure 3-3. Geologic
Page 102 and 103: BASE-WIDE PLAN the high nitrate lev
Page 104 and 105: BASE-WIDE PLAN Figure 3-4. Extent o
Page 106 and 107: BASE-WIDE PLAN REFERENCES Allen, H.
Page 108 and 109: APPENDIX A APPENDIX A Field Samplin
Page 110 and 111: APPENDIX A CONTENTS Section Page Ta
Page 112 and 113: APPENDIX A TABLES Table Page Table
Page 114 and 115: APPENDIX A ACRONYMS °C degrees Cel
Page 116 and 117: APPENDIX A 1. INTRODUCTION This Bas
Page 118 and 119: APPENDIX A 2. FIELD SAMPLING OBJECT
Page 120 and 121: APPENDIX A 3. DESIGN OF DATA COLLEC
Page 122 and 123: APPENDIX A Table 3-1. Activities As
Page 124 and 125: APPENDIX A probability. This techni
Page 126 and 127: APPENDIX A 4. SAMPLING EQUIPMENT AN
Page 128 and 129: APPENDIX A 4.3.3 Ambient Field Blan
Page 130 and 131: APPENDIX A 5. SAMPLE HANDLING AND A
Page 132 and 133: APPENDIX A 6. FIELD QA/QC PROGRAM T
Page 134 and 135: APPENDIX A 7. SITE MANAGEMENT AND R
Page 136 and 137: APPENDIX A The identity of each sam
Page 138 and 139: APPENDIX A REFERENCES EPA 1986. RCR
Page 140 and 141: APPENDIX B APPENDIX B Standard Oper
Page 142 and 143: APPENDIX B CONTENTS Section Page Ta
Page 144 and 145: APPENDIX B CONTENTS (Continued) Sec
Page 146 and 147: APPENDIX B TABLES Table B4.1-1. Qui
Page 148 and 149: APPENDIX B FIGURES Figure B1.1-1. T
Page 150 and 151:
APPENDIX B ACRONYMS °C degrees Cel
Page 152 and 153:
APPENDIX B SOP B1.1 Borehole and Sa
Page 154 and 155:
APPENDIX B Gravely soils are identi
Page 156 and 157:
APPENDIX B Stratification Stratific
Page 158 and 159:
APPENDIX B Hardness The hardness of
Page 160 and 161:
APPENDIX B Igneous rock classificat
Page 162 and 163:
APPENDIX B Figure B1.1-1. Typical B
Page 164 and 165:
APPENDIX B Figure B1.1-1. Typical B
Page 166 and 167:
APPENDIX B Figure B1.1-2. The Unifi
Page 168 and 169:
APPENDIX B SOP B1.2 Borehole Geophy
Page 170 and 171:
APPENDIX B Waveforms obtained at ea
Page 172 and 173:
APPENDIX B The borehole induction s
Page 174 and 175:
APPENDIX B SOP B1.3 Monitoring Well
Page 176 and 177:
APPENDIX B finished wells shall als
Page 178 and 179:
APPENDIX B Figure B1.3-1. Overburde
Page 180 and 181:
APPENDIX B Figure B1.3-2. Overburde
Page 182 and 183:
APPENDIX B Figure B1.3-3. Double Ca
Page 184 and 185:
APPENDIX B Figure B1.3-4. Double Ca
Page 186 and 187:
Page 188 and 189:
APPENDIX B Chemical application The
Page 190 and 191:
APPENDIX B Figure B1.4-1. Well Deve
Page 192 and 193:
APPENDIX B Figure B1.4-1. Well Deve
Page 194 and 195:
Page 196 and 197:
APPENDIX B Figure B1.5-1. Well Aban
Page 198 and 199:
APPENDIX B SOP B1.6 Temporary Well-
Page 200 and 201:
APPENDIX B SOP B1.7 Soil Gas Invest
Page 202 and 203:
APPENDIX B If instrument blanks ind
Page 204 and 205:
APPENDIX B SOP B1.8 Surficial Geoph
Page 206 and 207:
APPENDIX B Relevant notes, remarks
Page 208 and 209:
APPENDIX B Magnetic Surveys useful
Page 210 and 211:
APPENDIX B SOP B1.9 Land Surveys A
Page 212 and 213:
APPENDIX B SOP B1.10 Meteorological
Page 214 and 215:
APPENDIX B SOP B1.11 Equipment Deco
Page 216 and 217:
APPENDIX B Personal Protective Equi
Page 218 and 219:
APPENDIX B SOP B2.1 Sediment Sampli
Page 220 and 221:
APPENDIX B SOP B2.2 Surface Soil Sa
Page 222 and 223:
APPENDIX B SOP B2.3 Subsurface Soil
Page 224 and 225:
APPENDIX B Wear appropriate PPE as
Page 226 and 227:
APPENDIX B the Classification of Ro
Page 228 and 229:
APPENDIX B Using soil removed from
Page 230 and 231:
APPENDIX B Collect and manage all w
Page 232 and 233:
APPENDIX B SOP B2.4 Test Pit Sampli
Page 234 and 235:
APPENDIX B SOP B2.5 Sample Homogeni
Page 236 and 237:
APPENDIX B SOP B3.1 Photoionization
Page 238 and 239:
APPENDIX B SOP B3.2 Methods for Usi
Page 240 and 241:
APPENDIX B The rate of migration th
Page 242 and 243:
APPENDIX B easily be penetrated wit
Page 244 and 245:
APPENDIX B the identification or qu
Page 246 and 247:
APPENDIX B SOP B3.3 Headspace Scree
Page 248 and 249:
Page 250 and 251:
APPENDIX B the drawdown shall not e
Page 252 and 253:
APPENDIX B Sample Collection Once r
Page 254 and 255:
APPENDIX B Figure B4.1-1. Well Purg
Page 256 and 257:
APPENDIX B Table B4.1-1. Quick Conv
Page 258 and 259:
APPENDIX B SOP B4.2 Potable Water S
Page 260 and 261:
APPENDIX B SOP B4.3 Surface Water S
Page 262 and 263:
APPENDIX B SOP B4.4 Field Filtratio
Page 264 and 265:
APPENDIX B SOP B5.1 pH The followin
Page 266 and 267:
APPENDIX B SOP B5.2 Specific Conduc
Page 268 and 269:
APPENDIX B SOP B5.3 Water Temperatu
Page 270 and 271:
APPENDIX B SOP B5.4 Dissolved Oxyge
Page 272 and 273:
APPENDIX B SOP B5.5 Oxidation-Reduc
Page 274 and 275:
APPENDIX B SOP B5.6 Water Levels Wa
Page 276 and 277:
APPENDIX B Figure B5.6-1. Groundwat
Page 278 and 279:
APPENDIX B SOP B5.7 Aquifer Testing
Page 280 and 281:
APPENDIX B Packer Testing Procedure
Page 282 and 283:
APPENDIX B All measurements and obs
Page 284 and 285:
APPENDIX B Figure B5.7-1a. Aquifer
Page 286 and 287:
APPENDIX B Figure B5.7-1b. Aquifer
Page 288 and 289:
APPENDIX B Figure B5.7-2. Pump Test
Page 290 and 291:
APPENDIX B SOP B6.1 Drum Sampling F
Page 292 and 293:
APPENDIX B SOP B6.2 Tank Sampling F
Page 294 and 295:
APPENDIX B SOP B6.3 Wipe Sampling T
Page 296 and 297:
APPENDIX B SOP B6.4 Concrete Sampli
Page 298 and 299:
APPENDIX B SOP B6.5 Air Sampling/Ai
Page 300 and 301:
APPENDIX B SOP B7.1 Approved Backgr
Page 302 and 303:
APPENDIX B Table B7.1-1. Approved B
Page 304 and 305:
Page 306 and 307:
Page 308 and 309:
Page 310 and 311:
Page 312 and 313:
Page 314 and 315:
APPENDIX B SOP B7.2 Use of NMED Soi
Page 316 and 317:
APPENDIX B Table B7.2-1. NMED Soil
Page 318 and 319:
APPENDIX B Table B7.2-1. NMED Soil
Page 320 and 321:
APPENDIX B SOP B7.3 Radioactively-C
Page 322 and 323:
APPENDIX B Material used by the Air
Page 324 and 325:
APPENDIX C APPENDIX C Quality Assur
Page 326 and 327:
APPENDIX C CONTENTS Section Page Ta
Page 328 and 329:
APPENDIX C CONTENTS (Concluded) Sec
Page 330 and 331:
APPENDIX C TABLES Table Page Table
Page 332 and 333:
APPENDIX C ACRONYMS AFB AFCEE ASTM
Page 334 and 335:
APPENDIX C 1. INTRODUCTION This Bas
Page 336 and 337:
APPENDIX C 2. PROJECT DESCRIPTION 2
Page 338 and 339:
APPENDIX C 3. PROJECT ORGANIZATION
Page 340 and 341:
APPENDIX C 2.7 Safety Professional
Page 342 and 343:
APPENDIX C 4. QUALITY ASSURANCE OBJ
Page 344 and 345:
APPENDIX C 4.1.4 Accuracy Accuracy
Page 346 and 347:
APPENDIX C procedures that may resu
Page 348 and 349:
APPENDIX C 5. FIELD INVESTIGATION P
Page 350 and 351:
APPENDIX C Table 5-1. Sample Requir
Page 352 and 353:
APPENDIX C Table 5-2. Sample Requir
Page 354 and 355:
APPENDIX C 6. SAMPLE CUSTODY AND RE
Page 356 and 357:
COMP GRAB PRESERVATIVE PRESERVATIVE
Page 358 and 359:
APPENDIX C sections. The data packa
Page 360 and 361:
APPENDIX C 7. CALIBRATION PROCEDURE
Page 362 and 363:
APPENDIX C Geophysical surveying eq
Page 364 and 365:
APPENDIX C 8. ANALYTICAL PROCEDURES
Page 366 and 367:
APPENDIX C 9. INTERNAL QUALITY CONT
Page 368 and 369:
APPENDIX C basis and at a frequency
Page 370 and 371:
APPENDIX C 10. DATA VALIDATION, RED
Page 372 and 373:
APPENDIX C Numerical value and unit
Page 374 and 375:
APPENDIX C 11. PERFORMANCE AND SYST
Page 376 and 377:
APPENDIX C 12. PREVENTIVE MAINTENAN
Page 378 and 379:
APPENDIX C 13. DATA ASSESSMENT The
Page 380 and 381:
APPENDIX C An independent team (ind
Page 382 and 383:
APPENDIX C 14. CORRECTIVE ACTION Co
Page 384 and 385:
APPENDIX C Figure 14-1. Nonconforma
Page 386 and 387:
APPENDIX C 2.44 Data Validation and
Page 388 and 389:
APPENDIX C 15. QUALITY ASSURANCE RE
Page 390 and 391:
APPENDIX C Discussion of qualified
Page 392 and 393:
APPENDIX C REFERENCES Air Force Cen
Page 394 and 395:
APPENDIX D APPENDIX D Data Manageme
Page 396 and 397:
APPENDIX D CONTENTS Contents Page T
Page 398 and 399:
APPENDIX D TABLES Tables Page Table
Page 400 and 401:
APPENDIX D ACRONYMS AFB AFCEE ASTM
Page 402 and 403:
APPENDIX D 1. INTRODUCTION 1.1 Purp
Page 404 and 405:
APPENDIX D 2. DATA QUALITY OBJECTIV
Page 406 and 407:
APPENDIX D 3. PARTICIPANTS AND RESP
Page 408 and 409:
APPENDIX D Table 3-1. Participants
Page 410 and 411:
APPENDIX D 4. DATA MANAGEMENT SYSTE
Page 412 and 413:
APPENDIX D The purpose of data revi
Page 414 and 415:
APPENDIX D Compound identification
Page 416 and 417:
APPENDIX D Sample ID Sample Depth (
Page 418 and 419:
APPENDIX D LDI SLXI WCI GWD SAMP CA
Page 420 and 421:
APPENDIX D REFERENCES AFCEE 1993. H
Page 422 and 423:
APPENDIX E APPENDIX E Waste Managem
Page 424 and 425:
APPENDIX E CONTENTS Section Page Ta
Page 426 and 427:
APPENDIX E TABLES Table Page Table
Page 428 and 429:
APPENDIX E ACRONYMS AFB AOC ACM ARA
Page 430 and 431:
APPENDIX E 1. INTRODUCTION This doc
Page 432 and 433:
APPENDIX E Not excluded from regula
Page 434 and 435:
APPENDIX E ― Maintain or construc
Page 436 and 437:
APPENDIX E 2. REGULATORY REQUIREMEN
Page 438 and 439:
APPENDIX E EPA Hazardous Waste Code
Page 440 and 441:
APPENDIX E 3. WASTE MANAGEMENT CONT
Page 442 and 443:
APPENDIX E Special wastes (PCS and
Page 444 and 445:
APPENDIX E hazardous waste will imm
Page 446 and 447:
APPENDIX E Figure 3-1. Typical Haza
Page 448 and 449:
APPENDIX E 4. SUMMARY OF EXPECTED I
Page 450 and 451:
APPENDIX E Table 4-1. Waste Managem
Page 452 and 453:
Page 454 and 455:
Page 456 and 457:
APPENDIX E which allows waste to be
Page 458 and 459:
APPENDIX E 5. HAZARDOUS WASTE GENER
Page 460 and 461:
APPENDIX E 5.2.4.3 Radioactive Wast
Page 462 and 463:
APPENDIX E 5.3.4.1 Special Waste Al
Page 464 and 465:
APPENDIX E ― Waste profile sheets
Page 466 and 467:
APPENDIX E copies of manifests from
Page 468 and 469:
APPENDIX E REFERENCES USAF 1996. Ra
Page 470 and 471:
APPENDIX F APPENDIX F Base-wide Hea
Page 472 and 473:
APPENDIX F CONTENTS Table Page Acro
Page 474 and 475:
APPENDIX F CONTENTS (Concluded) Sec
Page 476 and 477:
APPENDIX F ACRONYMS ACGIH AFB AHA A
Page 478 and 479:
APPENDIX F 1. INTRODUCTION 1.1 Purp
Page 480 and 481:
APPENDIX F 2. PROJECT ORGANIZATION
Page 482 and 483:
APPENDIX F Ensure that Contractor e
Page 484 and 485:
APPENDIX F Provide updated document
Page 486 and 487:
APPENDIX F 3. SITE HISTORY AND DESC
Page 488 and 489:
APPENDIX F 4. POTENTIAL HAZARDS The
Page 490 and 491:
APPENDIX F symptoms of heat stress,
Page 492 and 493:
APPENDIX F irrational or stuporous
Page 494 and 495:
APPENDIX F pounds. Objects heavier
Page 496 and 497:
APPENDIX F All circuit breaker pane
Page 498 and 499:
APPENDIX F SHSS will identify these
Page 500 and 501:
APPENDIX F When using a hammer wear
Page 502 and 503:
APPENDIX F All unattended boreholes
Page 504 and 505:
APPENDIX F Minimize shock loading o
Page 506 and 507:
APPENDIX F Apply an adequate amount
Page 508 and 509:
APPENDIX F All personnel involved i
Page 510 and 511:
APPENDIX F To avoid battery explosi
Page 512 and 513:
APPENDIX F distances that heavier e
Page 514 and 515:
APPENDIX F as discussed here refer
Page 516 and 517:
APPENDIX F 5. ACTIVITY HAZARD ANALY
Page 518 and 519:
APPENDIX F 6. PERSONAL PROTECTIVE E
Page 520 and 521:
APPENDIX F Coveralls (outer), chemi
Page 522 and 523:
APPENDIX F 7. AIR, NOISE, AND OTHER
Page 524 and 525:
APPENDIX F 8. SITE CONTROL The PM,
Page 526 and 527:
APPENDIX F 8.2.3 Equipment Decontam
Page 528 and 529:
APPENDIX F 9. MEDICAL SURVEILLANCE
Page 530 and 531:
APPENDIX F 10. SAFETY CONSIDERATION
Page 532 and 533:
APPENDIX F 10.2.2 Housekeeping Clea
Page 534 and 535:
APPENDIX F Shut off and bleed down
Page 536 and 537:
APPENDIX F Protect your hands and f
Page 538 and 539:
APPENDIX F 10.2.16 Electricity Keep
Page 540 and 541:
APPENDIX F 11. DISPOSAL PROCEDURES
Page 542 and 543:
APPENDIX F 12. EMERGENCY RESPONSE P
Page 544 and 545:
APPENDIX F 12.5.3 Medical Emergency
Page 546 and 547:
APPENDIX F safe environment. In the
Page 548 and 549:
APPENDIX F Each SHSP may specify ad
Page 550 and 551:
APPENDIX F 13. TRAINING In accordan
Page 552 and 553:
APPENDIX F 14. LOGS, REPORTS, AND R
Page 554 and 555:
APPENDIX F 15. FIELD PERSONNEL REVI
Page 556 and 557:
APPENDIX F 16. REFERENCES Occupatio
Page 558 and 559:
APPENDIX G APPENDIX G Construction
Page 560 and 561:
APPENDIX G CONTENTS Section Page 1.
Page 562 and 563:
APPENDIX G 1. INTRODUCTION TO CONST
Page 564 and 565:
APPENDIX H APPENDIX H Permitting Pl
Page 566 and 567:
APPENDIX H CONTENTS Section Page 1.
Page 568 and 569:
APPENDIX H 1. PERMIT CONSIDERATIONS
Page 570 and 571:
APPENDIX H Permit Type Agency Conta
Page 572 and 573:
APPENDIX H Permit Type Agency Conta
Page 574 and 575:
APPENDIX I APPENDIX I Community Rel
Page 576 and 577:
APPENDIX J APPENDIX J Land Use Plan
Page 578 and 579:
APPENDIX J APPENDIX K Document Cont
show all

KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

Create successful ePaper yourself

Delete template?

Save as template?