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

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-, 20. Comment: This activity represents one work order in the overall program for Fort Oral. Presumably there are contractors staff at the program level, whose role is the initial planning, estimation, scheduling, proposal, and negotiation of each work order. If this is the case, the proposed staffing for this work order appears to high. It would appear that the functions of procurement, estimating, scheduling, administration, community relations, health and stiety management, accounting, quality control, project chemist, and program management would be provided on an as needed part-time bases to each work order by the progra& staff. There are 22 site management persons shown on site full time for two months in January and February 1997 when nothing is happening. The schedule calls this period “schedule optimization”. Please check stafling needs to see that they are reasonable. Response: The IT staff shown on the schedule are not working full time on the 0U2 Landfill Closure. There are other projects such as the 0U2 Pump and Treat and the Remediation Sites that IT staff are also working on at Fort Oral. Action: None. Previous Comments on the OU2 Landfill Design and Closure 1. Comment: EPA comment #2 on the 100’MoDesign Submittal (January 5, 1996) has not been addressed. No rationale has been presented regarding the decision to not monitor non-methane organic compounds (NMOCS). Response: Section 5.1.4 of the Final Closure and Post Closure Maintenance Plan addresses landfill gas monitoring of both methane and VOCS. Action: None. 2* Comment: EPA comment Won the 30’XODesign $hbmitial (March 29, 1995) and comment#11 (August 2, 1995), reiterated as comment #3 (January 5, 1996) has still not been addressed. No plans have been presented regarding the groundwater monitoring program or installation of monuments. Response: Ciroundwater monitoring will be accomplished in accordance with needs determined at the six month’s review of 0U2 Groundwater Remedy. Monuments will be installed in accordance with Plate 14 of HLA’s Final Closure and Post-Closure Maintenance Plan. SJ/4-23-961SACTERC/FTORDOL12/USEPA B-l]
‘. — . Action: None. 3. Comment: EPA comment #16 (August 2, 1995), reiterated as comment #6 (January 5, 1996) has still not been addressed. EPA has not yet been provided with a copy of the Construction Bioclearance Plan. Response: The Construction Bioclearance Plan is included in the RAWP under Section 2.11, Environmental Protection. Action: None. **** U.S. EPA is willing to meet with the Army to discuss the above comments. Please feel free to contact me at (415) 744-2212 [Lids Tan, Remedial Project Manager, Federal Facility Cleanup Offices] SJ/4-23-96/SACTERCHORDOU2~SEPA B-12
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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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3.2 3.3 3.4 3.5 3.6 UTILITIES 3.2.1
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SECTION 02052 DESTRUCTION OF GROUND
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,/- -- 2.1.1 ,- 2.1.2 2.1.3 Cement-
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3.5.2 Debris 3.6 CLEANUP Excess slu
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--. , 3.2.4 Protect vegetation desi
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1.2 REFERENCES AMERICAN SOCIETY FOR
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-. concentrations of chemicals whic
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,---- 3.4.4 Hauling and Placing: Ha
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3.8.4 Subgrade Fill for Roadways: C
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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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. 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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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 345 and 346: PART 1 GENERAL 1.1 SECTION INCLUDES
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
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Page 355 and 356: AMERICAN WELDING SOCIETY (AWS) AWS
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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
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Page 374 and 375: training exercise and, as the fire
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Page 378 and 379: measured by truck scales. There are
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