REMEDIAL ACTION WORK PLAN OPERABLE UNIT 2, LANDFILL ...

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PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION SJ/5-13-96/SACTERCHO~ OU2/01300 01300-6 Submittals
..... PART 1 GENERAL 1.1 SECTION INCLUDES 1.1.1 1.1.2 1.1.3 1.1.4 References Submittals 1.2 REFERENCES SECTION 01410 SOIL, PAVING, AND ROAD SURFACE TESTING Quality Assurance Laboratory responsibilities The publications listed below form a part of the specification to the extent referenced. The publications are referred to in the text by basic designation only. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM D3470 Criteria for Evaluation of Agencies Engaged in Testing/Inspection of Soil/Rock (as used in engineering design/construction) Practices. CODE OF FEDERAL REGULATIONS (CFR) 29 CFR 1910 Occupational Safety and Health Standards 1.3 SUBMITTALS 1.3.1 Prepare submittals in accordance with Section 01300, SUBMITTALS. 1.3.2 Submit calibration cumes and test results (FIO). 1.3.3 Submit sampling data on daily field logs (FIO). 1.3.4 Prior to performing the work field and laboratory personnel must submit evidence of qualifications, including (ITA): SJ/5-13-96/SACTERC/’FTORDOU2/O 1410 01410-1 Soil, Paving, and Road Surface Testing
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REMEDIAL ACTION WORK PLAN W=-F/y OP
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-.., DRAFT FINAL REMEDIAL ACTION WO
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-’ ., 2.2.4 Haul Roads . . . . .
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,/-. 2.12 Restoration of Permanent
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List of Figures Figure 1-1 1-2 2-1
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--., . . ~,\ List of Definitions AS
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’-. List of Acron yms and Abbrevi
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,--- .,,----- 7.0 Introduction This
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T ,... ,,.-, - &&Q~ .. .- .._. —.
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F- - . 1.2 Remedial Action Objectiv
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2.0 Work Plan The MWP has been prep
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,,. - with painted lath on the grou
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f EXISTING COVER SOIL - CLEAN Compa
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,,-- /“-.., ‘, Area A will be c
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-- 2.2.7.4 Road Closure - . A 72-ho
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,,.------ ,.—. L, —>, PHOTOGRAP
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,,7-.. -. PHOTOGRAPH 5 Entry tube i
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“Y 2.2.5 Security Plan The projec
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- Warning signs will be posted at 1
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Page # 39 This is an oversized docu
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.-. Issue No. 2: Solution: Issue No
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previous field studies. Additional
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,, . ~----- ● Safe conduct of the
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Page # 47 This is an oversized docu
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page # This is an oversized documen
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.. ,/- -.,, A concern associated wi
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,.— ● Grubbed material will be
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,= ,.., ... hidden as a result of p
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---- ● Haul trucks will transport
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● Trucks will transport material
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,-- other Fort Ord sites. Field tes
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.,-. . ‘~. /-—-.., 2.7.3 Gas Pr
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---, 2.9.7.7 Grading .. The 0U2 sit
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~ to the maximum density obtainable
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---- \ Interface Friction Testinq C
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,/” “--- The AGTEK program shou
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... . \ 10-foot setback required by
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● Drip irrigation systems will be
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., /-. .. ● Maintaining haul road
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.- / ~, ,-- \ Reference~ American S
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... 7, .... ,=- 4.0 Quantity Survey
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,- \ ● A mechanism for briefing t
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—. 7.0 Construction The construct
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,. ,. —- .,... References America
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,.;,.:. .,, - ,.,,, -“” :: ‘:
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Table 2-2 Demolition Methods and Eq
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Table 6-1 Constructability Improvem
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--- Table 6-1 Constructability Impr
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Table 7-1 Major Construction Equipm
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Doz*m .M:, ,,.,, J ,,, J ~.. ,,s ,
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I 1°1 z ~ - . - . . . n : “ “
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... Item 1. 2. 3. 4. 5. 6. 7. 8. 9.
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905.9.91
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v XlClN3ddY
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. ASBESTOSSURVEYREPORT CORPS OF ENG
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, BLOW ATC RATINW ASBESTOSSURVEYREP
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,—--- II !J!wA m ASBESTOS SURVEY
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. .—. BUILDING P06012 ROOF PLAN N
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.,. . - ASBESTOS SURVEY REPORT CORP
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.-.. . ASBESTOS SURVEY REPORT CORPS
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=-, “-7 ASBESTOSSURVEYREPORT mws
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~ H ~K TEM P 06013 i p 06013 2 p 06
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, 0.1% ● = NONE DETECTED o N y,39
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ASBESTOS SURVEY REPORT CORPS OF ENG
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,, AsBESTOS SURVEY REPORT coRPs OF
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—.-” -- — ASBESTOSSURVEY REPO
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ASBESTOSSURVEYREPORT CORPS OF ENGIN
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-., ~ I I GARAGE GARAGE GARAGE ASBE
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.>-. \ -.. BUILDING P06014 ROOF PLA
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, —-.. BLDGI ASBESTOS SURVEY REPO
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. . ASBESTOS SURVEY REPORT CORPS OF
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,=--., APPENDIX B INDUSTRIAL HYGIEN
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. Industrial Hygiene Survey No. 55-
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91A-9-91
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‘EE3 REVIBIONS DATE /- .- B MA 1%
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,,— - 0 2000 4mo FEu FIGURE G-1 T
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Worksheet 4. BMPs for Contractor Ac
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Worksheet 5. BMPs for Erosion and S
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.. Worksh*t 6. Post-Construction BM
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Certification I cer(ify under penal
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● ● ● ✎ ● ● ● ● ●
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,. ACTIVITY MATERIALUSE (Continue)
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ACTIVITY: SPILL PREVENTION AND CONT
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. If a container dws spill, cleanup
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-. ---- iCTIVITY: VEHICLEAND EQUIPM
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,--7 II ACTIVITY: VEHICLEANDEQUIPME
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L~ATIONS Thereareno significant lim
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I Additional Information — Preser
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. ... ,... BMP: SEEDING AND PIANTIN
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Additional Information — ~ing(md
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I ..- I Additional hformation — M
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.—---- /’-- Construction Handbo
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,/--- Additional Information — Du
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. TABLE ESC 21.2 COMMONLY USED CHEM
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Additional Information — construc
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Additional Information — Stabiliz
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II Additional Information — silt
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..—. II Additional Information
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—. ,.. , ..- Construction Handboo
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..-, ,.—-+ BMP: STORM DRAIN INLET
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.-.. ,- Additional Information —
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,..-. Additional Information — st
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,-. , Additional Information — st
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91A-9-91 o
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7.0 Introduction This Quantity Surv
Page 211 and 212: Table D-1 Quantity Survey Unit of s
Page 213 and 214: .. .. APPENDIX E ADDENDEUM TO SITE
Page 215 and 216: ,- “ 7.0 Introduction This addend
Page 217 and 218: 3.0 TechnicalApproach The excavatio
Page 219 and 220: the item to determine if it is UXO.
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Page 223 and 224: ,-. , --- General Procedures These
Page 225 and 226: ,,-- \ ● Following the site walkd
Page 227 and 228: —. as 40mm projectiles or CBU sub
Page 229 and 230: -. UXO Safety Escort A UXO flashing
Page 231 and 232: Because of this the managers of the
Page 233 and 234: .— ,,--, A. B. c. D. E. F. G. H.
Page 235 and 236: A. B. c. D. E. F. G. H. General Fla
Page 237 and 238: ““-”””When the detonation
Page 239 and 240: explosives are normally pink in col
Page 241 and 242: .— Date: EXCAVATION CATALOG FORM
Page 243 and 244: -. .-’ 97A.9-91
Page 245 and 246: - . CONSTRUCTION SPECIFICATIONS Sec
Page 247 and 248: ., 1.4 1.5 PART 2 PART 3 1.3.3 Samp
Page 249 and 250: 1.4.3 Accuracy 1.4.3.1 Permanent mo
Page 251 and 252: .- SECTION 01090 /--- PART 1 GENER4
Page 253 and 254: 1.4 DOCUMENT FORMATS AND METHODS 1.
Page 255 and 256: --- 1.7 REFERENCE STANDARDS 1.7.1 F
Page 257 and 258: .,,. . . PART 1 GENERAL 1.1 SECTION
Page 259 and 260: 1.3.2 1.3.3 1.4 SCHEDULES Disapprov
Page 261: 1.6 DRAV71_NGS 1.6.1 Submit one rep
Page 265 and 266: . . PART 3 EXECUTION 3.1 LABORATORY
Page 267 and 268: US ARMY COKE’ OF ENGINEERS (USACE
Page 269 and 270: 3,4.1 Preparato~ Phase This phase w
Page 271 and 272: 3.5 TESTS 3.4.4 Additional Preparat
Page 273 and 274: 3.6 COMPLETION INSPECTION 3.6.1 Pre
Page 275 and 276: 3.8 SAMPLE FORMS Sample forms will
Page 277 and 278: , 1.3.2 Identification of Employees
Page 279 and 280: 1.5.1 General The Subcontractor wil
Page 281 and 282: ..... 1.9 CLEANUP Any dirt or mud w
Page 283 and 284: ., PART 1 GENERAL 1.1 1.2 1.3 1.4 S
Page 285 and 286: 1.6.2 Substitutions may be consider
Page 287 and 288: PART 1 GENERAL 1.1 SECTION INCLUDES
Page 289 and 290: 1.6.3 Store record documents separa
Page 291 and 292: PART 1 GENERAL 1.1 SECTION INCLUDES
Page 293 and 294: 3.2 3.3 3.4 3.5 3.6 UTILITIES 3.2.1
Page 295 and 296: SECTION 02052 DESTRUCTION OF GROUND
Page 297 and 298: ,/- -- 2.1.1 ,- 2.1.2 2.1.3 Cement-
Page 299 and 300: 3.5.2 Debris 3.6 CLEANUP Excess slu
Page 301 and 302: --. , 3.2.4 Protect vegetation desi
Page 303 and 304: 1.2 REFERENCES AMERICAN SOCIETY FOR
Page 305 and 306: -. concentrations of chemicals whic
Page 307 and 308: ,---- 3.4.4 Hauling and Placing: Ha
Page 309 and 310: 3.8.4 Subgrade Fill for Roadways: C
Page 311 and 312: Table 02200-1- EARTEWORK TESTING RE
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ASTMD3017 Water Content of Soil and
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PART 3- EXECUTION 3.1 EXCAVATION Du
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. ,...~ 3.3.2 3.3.3 3.3.4 Water Lin
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PART 1 GENERAL 1.1 SECTION INCLUDES
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. 1.3.2.3 s Copy of QC certificates
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4, 1.4.6 QA Personnel Responsibilit
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PART 3 EXECUTION 3.1 INSTALLATION 3
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THICKNESS Table 471-1 GEOMEMBRANE P
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ASTM D2216 Laboratory Determination
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. 3.2.2.3 3.2.2.4 3.2.2.5 3.2.2.6 3
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. 1.2 REFERENCES AMERICAN SOCIETY F
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,. ..+ PART 2 PRODUCTS 2.1 WATER PD
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PART 3 2.5.6 2.5.7 2.5.8 2.5.9 Serv
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. The duration of each pressure tes
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PART 1 GENEl&4L 1.1 1.2 1.3 SECTION
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2.4 PROTECTIVE COVER 2.4.1 Landfill
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2.2 2.3 2.4 ACCESSORIES 2.2.1 Fitti
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#- 1.3 SUBMITTALS .- “> Prepare s
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+-- 3.1.2 Lay pipe with bells facin
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AMERICAN WELDING SOCIETY (AWS) AWS
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.-m - PART1 GENEIk+L 1.1 SECTION IN
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___ 2.3 SEEDMIXTURES ChapamalOpenin
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3.3.3 Addpaper fiber mulch attherat
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APPENDIX H RESPONSES TO AGENCY COMM
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Changes such as the perimeter berm
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,—., Response: Waste will not be
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Attachment B UnHed States Environme
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... Response: concur. Action: The T
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training exercise and, as the fire
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.—. , 12. Comment: This section d
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measured by truck scales. There are
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-, 20. Comment: This activity repre
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‘> ‘. ,._ , :— . SJ/6-24-96/S
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REMEDIAL ACTION WORK PLAN OPERABLE UNIT 2, LANDFILL ...

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