KIRTLAND AIR FORCE BASE ALBUQUERQUE, NEW MEXICO ...

More documents

Recommendations

Info

APPENDIX B SOP B5.7 Aquifer Testing The following SOP describes the general guidelines to be used when performing several types of aquifer tests. More specific procedures will be presented in project-specific addenda, if applicable. Many factors influence the design of specific aquifer tests, such as well or borehole size, depth to water or depth of water, anticipated recovery rate, present or final use of the well/borehole, spatial location, end use of the data, or type of available testing equipment. This SOP does not attempt to address all of these variables, but provides the user with descriptions of the general types of tests available. In-Situ Hydraulic Conductivity Tests In-situ hydraulic conductivity tests approximate the hydraulic conductivity of the formation only across the interval tested. The disturbance to the formations caused by drilling and the potential turbulence from the well screen can influence the data. The diameter of the well is critical to the computation of the hydraulic conductivity, and the effective diameter of well can be increased considerably by the well development process. Poor well efficiency caused by inappropriate slot size, poor condition of the well screen, or a poorly designed gravel pack could produce results not representative of the tested formation. Hydraulic conductivity tests in wells should be conducted only after the well has been fully developed. Slug test evaluation formulas assume an instantaneous initial change in water level in the tested interval. Tests performed after extended periods of pumping or water addition may yield inaccurate results. Slug tests provide only rough estimates of hydraulic conductivity, and should not be run in preference to aquifer tests. Slug Tests in Borings Slug tests can be performed in borings while the boring is being advanced. This permits testing of formations at different depths throughout the drilling process. Boreholes to be tested should be drilled using casing or hollow stem augers, so that discrete depths may be investigated. Various tests and testing methods are described below. The decision of which test to use is dependent upon aquifer conditions, geologic conditions, drilling methods, and project objectives. The test method selected will be described in the project-specific addenda. Both rising head and falling head hydraulic conductivity tests can be performed in saturated formations during drilling. There are several ways the tests can be performed. One way entails setting the casing flush with the bottom of the boring when the desired testing depth has been reached. The hole is then cleaned out to remove loose materials, and the drill bit and rods carefully withdrawn from the boring or raised well above the water level. After the water level in the boring has stabilized, the static water level is measured and recorded. The water level should then be raised (falling head test) or lowered (rising head test) and the change in water level measured at selected time intervals. Measurements should be taken at least every ½ minute for the first 10 minutes, then at predetermined intervals after that. Depending on the response time of the aquifer, measurements may need to be taken more frequently and transducers and data loggers may be required. Figure BA5.7-1 shows a standard form for recording water level changes during testing. The rate of change of water levels will be used to calculate hydraulic conductivity. The test should be conducted until the water level again stabilizes, or for a minimum of 20 minutes. In low permeability formations it is not always practical to run the test until the water level stabilizes, as it may take a long time to do so. The top of the well casing should be used as the reference point for all water level measurements. Kirtland AFB SOPs for Field Investigations B-139 April 2004
APPENDIX B A second method consists of placing a temporary well with a 5-ft screen into the cleaned out boring, pulling the drilling casing back to expose the screen and allow the formation to collapse around the screen (or placing a sand/gravel pack around the screen if the formation does not collapse), and performing the appropriate hydraulic conductivity test in the well, as described for the first method. Again, the test should be conducted until the water level stabilizes or for a minimum of 20 minutes. This method allows for testing a larger section of the formation and results in more reliable hydraulic conductivity estimates. A variation of the falling head test is the constant head test, in which water is added to the boring at a measured rate sufficient to maintain the water level in the boring at a constant height above the static water level in the boring. The discharge rate into the boring or well is measured once a stable elevated level has been achieved for a period of time, usually 10 to 20 minutes, and the hydraulic conductivity calculated from this. After the test is over, additional information can be gathered by measuring the rate of the drop in water level in the boring (for saturated formations). A limitation of the test is that foreign water is introduced into the formation which must be removed from the well area by natural or artificial means before a representative groundwater sample is obtained. This method of testing may be use in both saturated and unsaturated formations and is the only hydraulic conductivity test (except for Packer Tests in some cases) that can be performed in unsaturated formations. This test method may be necessary for highly permeable materials, in which the water level recovers rapidly. Slug Testing in Wells Hydraulic conductivity tests can also be performed in completed wells. Prior to testing, the well should be thoroughly developed and water levels allowed to stabilize in order to obtain accurate results. After the water level has stabilized, it should be raised or lowered and the rate of recovery measured as described for tests in boreholes. An advantage of using a solid cylinder of known volume to change the water level is that no water is removed or added to the monitoring well. This eliminates the need to dispose of contaminated water. Constant head tests can also be performed in wells, using the same procedures as described for constant head tests in borings. The following data should be obtained when performing an in-situ hydraulic conductivity test in addition to the static water level and all time and water level measurements. This data should be recorded in a field logbook or on the data sheet depicted in Figure B5.7-1. Ground elevation Reference elevation Depth of test run Casing diameter Length of uncased borehole Identification of equipment used Well pipe and screen diameter and length Screen slot size Kirtland AFB SOPs for Field Investigations B-140 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:
Page 49 and 50:
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 100 and 101:
BASE-WIDE PLAN 3.1.3 Hydrogeology D
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: APPENDIX B SOP B4.1 Monitoring Well
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 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 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 ...

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?