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

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., PART 3 EXECUTION 3.1 VENT INSTALLATION 3.1.1 Excavate gas vent trench after the construction of the foundation layer. Install gas pipe in trench and backfill. 3.1.2 Backfill with pea gravel to 6 inches above the screened interval. Tremie a minimum of one foot of bentonite slurry on top of the pea gravel and top with cernent-bentonite grout. 3.1.3 Install chain link fence cages. 3.2 PROBE INSTALLATION 3.2.1 3.2.2 3.2.3 3.2.4 3.2.5 Prior to drilling each probe, steam clean drilling equipment with clean water to avoid potential cross contamination between probes. Place soil cuttings generated during drilling operations in containers for transportation and disposal off site. Annular Seal “ Sand: One foot above and below screened interval. “ Hydrated bentonite: One foot minimum thickness placed directly above sand layer. s Cement-bentonite grout: Remainder of annular space. Surface completion : Install traflic rated vault boxes. Install probe tops. END OF SECTION SJ/5-14-96/SACTERCJlT0RDOU2/02686 02686-4 Landfill Gas Vents and Monitoring Probes
PART 1 GENERAL 1.1 SECTION INCLUDES 1.1.1 References 1.1.2 Submittals 1.1.3 Delivery, Storage and Handling 1.1.4 Pipe 1.1.5 Accessories 1.1.6 Catch Basins 1.1.7 Backfdl Materials 1+1.8 Preparation 1.1.9 Installation 1.1.10 Field Quality Control 1.2 REFERENCES SECTION 02720 STORM DRAINAGE SYSTEM AMERICAN ASSOCIATION OF STATE HIGHWAY AND TIWNSPORATION OFFICIALS (USHTO) AASHTO M294 Corrugated Polyethylene Pipe, 12 to 36 Inch Diameter AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTM C76 Reinforced Concrete Culvert, Storm Drain and Sewer Pipe ASTM C443 Joints for Circular Concrete Sewer and Culvert Pipe, Using Rubber Gaskets SJ/5-14-96/SACTERC/FTORJ30UZ02720 02720-1 Storm Drainage System
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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
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1.6 DRAV71_NGS 1.6.1 Submit one rep
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..... PART 1 GENERAL 1.1 SECTION IN
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. . PART 3 EXECUTION 3.1 LABORATORY
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US ARMY COKE’ OF ENGINEERS (USACE
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3,4.1 Preparato~ Phase This phase w
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3.5 TESTS 3.4.4 Additional Preparat
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3.6 COMPLETION INSPECTION 3.6.1 Pre
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3.8 SAMPLE FORMS Sample forms will
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, 1.3.2 Identification of Employees
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1.5.1 General The Subcontractor wil
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..... 1.9 CLEANUP Any dirt or mud w
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., PART 1 GENERAL 1.1 1.2 1.3 1.4 S
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1.6.2 Substitutions may be consider
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PART 1 GENERAL 1.1 SECTION INCLUDES
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1.6.3 Store record documents separa
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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
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Page 303 and 304: 1.2 REFERENCES AMERICAN SOCIETY FOR
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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 319 and 320: PART 1 GENERAL 1.1 SECTION INCLUDES
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: 2.4 PROTECTIVE COVER 2.4.1 Landfill
Page 347 and 348: 2.2 2.3 2.4 ACCESSORIES 2.2.1 Fitti
Page 349 and 350: PART 1 GENERAL 1.1 SECTION INCLUDES
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
Page 364 and 365: APPENDIX H RESPONSES TO AGENCY COMM
Page 366 and 367: Changes such as the perimeter berm
Page 368 and 369: ,—., Response: Waste will not be
Page 370 and 371: Attachment B UnHed States Environme
Page 372 and 373: ... Response: concur. Action: The T
Page 374 and 375: training exercise and, as the fire
Page 376 and 377: .—. , 12. Comment: This section d
Page 378 and 379: measured by truck scales. There are
Page 380 and 381: -, 20. Comment: This activity repre
Page 382 and 383: ‘> ‘. ,._ , :— . SJ/6-24-96/S
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REMEDIAL ACTION WORK PLAN OPERABLE UNIT 2, LANDFILL ...

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