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

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—. -, Industrial Hygiene Survey No. 55-71-R25A-94, 1 Nov 93 - 11 Mar 94 SUNMARY NOTES - Abrams IN The following components tested positive for lead-based paint: Zero components c-3
91A-9-91
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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
Page 95 and 96: --- Table 6-1 Constructability Impr
Page 97 and 98: Table 7-1 Major Construction Equipm
Page 99 and 100: Doz*m .M:, ,,.,, J ,,, J ~.. ,,s ,
Page 101 and 102: I 1°1 z ~ - . - . . . n : “ “
Page 103 and 104: ... Item 1. 2. 3. 4. 5. 6. 7. 8. 9.
Page 105 and 106: 905.9.91
Page 107 and 108: v XlClN3ddY
Page 109 and 110: . ASBESTOSSURVEYREPORT CORPS OF ENG
Page 111 and 112: , BLOW ATC RATINW ASBESTOSSURVEYREP
Page 113 and 114: ,—--- II !J!wA m ASBESTOS SURVEY
Page 115 and 116: . .—. BUILDING P06012 ROOF PLAN N
Page 117 and 118: .,. . - ASBESTOS SURVEY REPORT CORP
Page 119 and 120: .-.. . ASBESTOS SURVEY REPORT CORPS
Page 121 and 122: =-, “-7 ASBESTOSSURVEYREPORT mws
Page 123 and 124: ~ H ~K TEM P 06013 i p 06013 2 p 06
Page 125 and 126: , 0.1% ● = NONE DETECTED o N y,39
Page 127 and 128: ASBESTOS SURVEY REPORT CORPS OF ENG
Page 129 and 130: ,, AsBESTOS SURVEY REPORT coRPs OF
Page 131 and 132: —.-” -- — ASBESTOSSURVEY REPO
Page 133 and 134: ASBESTOSSURVEYREPORT CORPS OF ENGIN
Page 135 and 136: -., ~ I I GARAGE GARAGE GARAGE ASBE
Page 137 and 138: .>-. \ -.. BUILDING P06014 ROOF PLA
Page 139 and 140: , —-.. BLDGI ASBESTOS SURVEY REPO
Page 141 and 142: . . ASBESTOS SURVEY REPORT CORPS OF
Page 143 and 144: ,=--., APPENDIX B INDUSTRIAL HYGIEN
Page 145: . Industrial Hygiene Survey No. 55-
Page 149 and 150: ‘EE3 REVIBIONS DATE /- .- B MA 1%
Page 151 and 152: ,,— - 0 2000 4mo FEu FIGURE G-1 T
Page 153 and 154: Worksheet 4. BMPs for Contractor Ac
Page 155 and 156: Worksheet 5. BMPs for Erosion and S
Page 157 and 158: .. Worksh*t 6. Post-Construction BM
Page 159 and 160: Certification I cer(ify under penal
Page 161 and 162: ● ● ● ✎ ● ● ● ● ●
Page 163 and 164: ,. ACTIVITY MATERIALUSE (Continue)
Page 165 and 166: ACTIVITY: SPILL PREVENTION AND CONT
Page 167 and 168: . If a container dws spill, cleanup
Page 169 and 170: -. ---- iCTIVITY: VEHICLEAND EQUIPM
Page 171 and 172: ,--7 II ACTIVITY: VEHICLEANDEQUIPME
Page 173 and 174: L~ATIONS Thereareno significant lim
Page 175 and 176: I Additional Information — Preser
Page 177 and 178: . ... ,... BMP: SEEDING AND PIANTIN
Page 179 and 180: Additional Information — ~ing(md
Page 181 and 182: I ..- I Additional hformation — M
Page 183 and 184: .—---- /’-- Construction Handbo
Page 185 and 186: ,/--- Additional Information — Du
Page 187 and 188: . TABLE ESC 21.2 COMMONLY USED CHEM
Page 189 and 190: Additional Information — construc
Page 191 and 192: Additional Information — Stabiliz
Page 193 and 194: II Additional Information — silt
Page 195 and 196: ..—. 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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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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