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

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SECTION 02222 EXCAVATION, TRENCHING, AND BACKFILLING FOR UTILITIES PART 1 GENERAL 1.1 SECTION INCLUDES 1.1.1 References 1.1.2 Submittals 1.1.3 Materials 1.1.4 Excavation 1.1.5 Backfilling and Compaction 1.1.6 Special Requirements .., 1.1.7 Field Quality Control ,, 1.2 REFERENCES AMERICAN SOCIETY FOR TESTING AND MATERIALS (AST~ ASTM D422 Particle-Size Analysis of Soils ASTM D698 Laborato~ Compaction Characteristics of Soil Using Standard Effort ASTM D1556 Density and Unit Weight of Soil in Place by the Sand-Cone Method ASTM D2216 Water Content of Soil and Rock ASTM D2487 Classification of Soils for Engineering Purposes (Unified Soil Classification System) ASTM D2922 Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth) SJ/5.13-96/SACTERC/lTORDOU2/02222 02222-1 Excavatio~ Trenching, and Backfilling for Utilities
ASTMD3017 Water Content of Soil and Rock in Place by Nuclear Methods (Shallow Depth) City ofSalinas(SALINAS) Department ofPublic Works, Design Standards and Standard Specifications 1+3 SUBMITTALS 1.3.1 Prepare submittals inaccordance with Section 01300, S~~TTWS. 1.3.2 Submit test results and reports for test required in Table 02222-2, BACKFILL TESTING FREQUENCY (FIO). PART 2 PRODUCTS 2.1 MATERIALS 2.1.1 2.1.2 2.1.3 2.1.4 Satisfacto~ Materials Satisfacto~ materials are defined in Section 02200, EARTH<strong>WORK</strong>. Unsatisfactory Materials Unsatisfactory materials are defined in Section 02200, EARTH<strong>WORK</strong>. Cohesionless and Cohesive Materials Cohesionless materials include materials classified in ASTM D2487 as GW, GP, SW, and SP. Cohesive materials include materials classified as GC, SC, ML, CL, MH, and CH. Materials classtied as GM and SM will be identified as cohesionless only when the fines are nonplastic. Rock Rock consists of boulders measuring 1/2 cubic yard (cy) or more and materials that cannot be removed without systematic drilling and blasting such as rock material in ledges, bedded deposits, unstratified masses and conglomerate deposits, and below ground concrete or masonry structures exceeding 1/2 cy in volume. In addition, pavements will not be considered as rock SJ/5-13-96/SACTERCYlT0RDOU2/02222 , 02222-2 Excavation, Trenching, and Backfilling for Utilities
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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
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.- SECTION 01090 /--- PART 1 GENER4
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1.4 DOCUMENT FORMATS AND METHODS 1.
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--- 1.7 REFERENCE STANDARDS 1.7.1 F
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.,,. . . PART 1 GENERAL 1.1 SECTION
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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 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: Table 02200-1- EARTEWORK TESTING RE
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
Page 353 and 354: +-- 3.1.2 Lay pipe with bells facin
Page 355 and 356: AMERICAN WELDING SOCIETY (AWS) AWS
Page 357 and 358: .-m - PART1 GENEIk+L 1.1 SECTION IN
Page 359 and 360: ___ 2.3 SEEDMIXTURES ChapamalOpenin
Page 361 and 362: 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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