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

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. PART 1 GENERAL 1.1 SECTION INCLUDES 1.1.1 References 1.1.2 Definitions 1.1.3 Submittals 1.1.4 Quality Assurance 1.1.5 General Fill 1.1.6 Foundation Layer 1.1.7 Vegetative Cover 1.1.S Bacldl 1.1.9 Borrow Material 1.1.10 Preparation 1.1.11 Excavation 1.1.12 Disposal of Excavated Material 1.1.13 Refuse and Contaminated Soil 1.1.14 Placement 1.1.15 Shoulder Construction 1.1.16 Moisture Control 1.1.17 Compaction 1.1.18 Repairs 1.1.19 Settlement Plate Installation 1.1.20 Construction Tolerances 1.1.21 Finished Surfaces 1.1.22 Field Quality Control 1.1.23 Protection SECTION 02200 EARTH<strong>WORK</strong> SJ/5-13-96/SACTERC/lTORDOU2/02200 02200-1 Earthwork
1.2 REFERENCES AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM D422 Particle-Size Analysis of Soils ASTM D698 Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 5.5 lb (2.49 kg) Hammer and 12-inch (305 mm) Drop ASTM D1556 Density and Unit Weight of Soil in Place by the Sand-Cone Method ASTM D1557 Moisture-Density Relations of Soils and Soil-Aggregate Mixture Using 10 lb (4.54 kg) Hammer and 18-inch (457 mm) Drop ASTM D2216 Laborato~ Determination of Water (Moisture) Content of Soil and Rock ASTM D2487 Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM D2488 Description and Identification of Soils (Visual-Manual Procedure) ASTM D2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Willow Depth) ASTM D3017 Water Content of Soil and Rock in Place by Nuclear Methods (Willow Depth) IT CORPORATION (IT) Remedial Action Work Plan, Operable Unit 2, Landfill Closure, Fort Oral, California. Site Safety and Health Plan, Ford Ord Remedial Action, Landfill Closure, Fort Oral, California. Sampling and Analysis Plq Operable Unit 2, Landfill Closure, Fort Oral, California. 1.3 DEFINITIONS 1.3.1 Satisfactory Materials: Local excavated and borrow materials are satisfacto~ for backfill, except materials determined to be unsatisfacto~, materials containing excessive moisture that do not readily compact, strippings or organic materials. SatisfactoV materials include materials classified according to ASTM D2487 as CL, SJ/5-14-961SACTERCl170RDOU2102200 02200-2 Earthwork
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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
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Table D-1 Quantity Survey Unit of s
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.. .. APPENDIX E ADDENDEUM TO SITE
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,- “ 7.0 Introduction This addend
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3.0 TechnicalApproach The excavatio
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the item to determine if it is UXO.
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7 91A-9-91
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,-. , --- General Procedures These
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,,-- \ ● Following the site walkd
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—. as 40mm projectiles or CBU sub
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-. UXO Safety Escort A UXO flashing
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Because of this the managers of the
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.— ,,--, A. B. c. D. E. F. G. H.
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A. B. c. D. E. F. G. H. General Fla
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““-”””When the detonation
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explosives are normally pink in col
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.— Date: EXCAVATION CATALOG FORM
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-. .-’ 97A.9-91
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- . CONSTRUCTION SPECIFICATIONS Sec
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., 1.4 1.5 PART 2 PART 3 1.3.3 Samp
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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 and 262: 1.6 DRAV71_NGS 1.6.1 Submit one rep
Page 263 and 264: ..... PART 1 GENERAL 1.1 SECTION IN
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 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: --. , 3.2.4 Protect vegetation desi
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
Page 313 and 314: ASTMD3017 Water Content of Soil and
Page 315 and 316: PART 3- EXECUTION 3.1 EXCAVATION Du
Page 317 and 318: . ,...~ 3.3.2 3.3.3 3.3.4 Water Lin
Page 321 and 322: . 1.3.2.3 s Copy of QC certificates
Page 323 and 324: 4, 1.4.6 QA Personnel Responsibilit
Page 325 and 326: PART 3 EXECUTION 3.1 INSTALLATION 3
Page 327 and 328: THICKNESS Table 471-1 GEOMEMBRANE P
Page 329 and 330: ASTM D2216 Laboratory Determination
Page 331 and 332: . 3.2.2.3 3.2.2.4 3.2.2.5 3.2.2.6 3
Page 333 and 334: . 1.2 REFERENCES AMERICAN SOCIETY F
Page 335 and 336: ,. ..+ PART 2 PRODUCTS 2.1 WATER PD
Page 337 and 338: PART 3 2.5.6 2.5.7 2.5.8 2.5.9 Serv
Page 339 and 340: . The duration of each pressure tes
Page 341 and 342: PART 1 GENEl&4L 1.1 1.2 1.3 SECTION
Page 343 and 344: 2.4 PROTECTIVE COVER 2.4.1 Landfill
Page 347 and 348: 2.2 2.3 2.4 ACCESSORIES 2.2.1 Fitti
Page 351 and 352: #- 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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