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

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x. ASBESTOS SURVEY REPORT CORPS OF ENGINEERS - FORT ORD - ABRAMS PARK BUILDING P06014 BULK SAMPLE LOG BLDGI SAMPLE ~PE OF ESTIMATED FLOOFU SAMPLE . POS.I ASBESTOS ASSESSMENT NO. MATERIAL QUANTITY LEVEL LOCATION NEG. TYPE % FRlA91LrrY CONDITION &&N CONTACT VIERATION P06014 Resilient Sheet 1 Flooring Brown w/Mastic P06014 Resilient Sheet 2 Flooring Brown w/Mastic P06014 Resilient Sheet 3 FlcaringTan w/Mastic P06014 Resilient Sheet 4 FioorfngTan w/Mastic P06014 Resilient Sheet 5 Flooring Gray w/Mastic P06014 Resilient Sheet 6 Flooring Gray w/Mastic P06014 Resilient FlwrTile 7 (12” x12”) Brown P06014 Resilient FloorTile 8 (12” x12”) Brown P06014 Resilient FloorTile 9 (12” X 12”) Light Brown P06014 Resilient Floor Tile 10 (12” X 12”) Light Brown P06014 Resilient Floor ITle 11 (12” x 12-) Parquet P06014 Resilient Floor Tile 12 (12” x 12“) Parquet P06014 Mastic (Floor 171e) 13 460SF (RI) 140SF (R3) 125.SF (R5) 1,620 SF 30SF IOSF (R7) (R9) (Rll) 1,66o SF 2 2 1 1 2 2 1 1 1 1 1 1 1 Unit B Laundry Rmm Unit C Kitchen Unit A Laundry Ream Unit D Kitchen Unit B Kitchen Unit B Bathroom Unit A Family Room Unit D Living Rmm Unit A Bedroom Unit D Bedrmm Unit D Bedroom Unit D Bedrmm Unit A Family Room P Chrysotile 40 Nonfriable Goad Moderate High Moderate P Chrysotile 40 Nonfriable Good Moderate High Moderate N N/D N NID N N/D N N/D P Chrysotile 2 Nonfriable Good Moderate High Mcderate P Chrysotile 2 Nonfriable Good Moderate High Moderate N N/D N N/D N N/D N N/D (R#) denotes that the estimated material quantffy for the area has kn included in referenced sample number. P Chrysotiie 7 Nonfriable Good Low Low Low ATC ENVIRONMENTAL INC. PROJECT NO. 80639000E 142
, —-.. BLDGI ASBESTOS SURVEY REPORT CORPS OF ENGINEERS - FORT ORD - ABRAMS PARK BUILDING P06014 BULK SAMPLE LOG SAMPLE TYPE OF ESTIMATED FLOOR/ SAMPLE - POS.I ASBESTOS No. MATERIAL QUANTITY LEVEL LOCATION NEG. TYPE % P06014 Mastic (FlmrTile) 14 p06014 Mastic (Carpet) 15 P06014 Mastic (Carpet) 16 p06014 Mastic (Baseboard) 17 p06014 Mastic (Baseboard) 18 p06014 Roofing Mastic 19 p06014 Wallboard 20 P06014 Joint Compound 21 (Covered) P06014 Wallboard 22 (Exposed) P06014 Joint Compound 23 (Exposed) P06014 Wallboard 24 (Exposed) P06014 Joint Compound 25 (Exposed) P06014 Paint/Coating 26 1,660 SF 360 LF 6SF 15,400SF 15,400SF 14.400SF (R13) (R15) (Rl 7) (R20) (R21) (R20) (R21) 1 Unit D Bedrmm 2 Lfnit B Family Roam 2 Unit C Living Room 1 Unit A Laundry Room 2 Unit B Kitchen R@f Rmf at Penetration 1 Unit A Living Room 1 Unit A Living Rmm 2 Unit B Stairwell 2 Unit B Stairwell 2 Unit C Stairwell 2 Unit C Stairwell 1 Unit A Living Rmm N/D N/D N/D N/D N/D N/D AsSESSMENT FRIABILiTY CONDITION AIR ~RoMoN CONTACT VIBRATION P Chrysotile 7 Nonfriable Good Low Low Low N N/D N N/D P Chrysotile 1 Nonfriable Good Low Low Low P Chrysotile
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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
Page 87 and 88: ,. ,. —- .,... References America
Page 89 and 90: ,.;,.:. .,, - ,.,,, -“” :: ‘:
Page 91 and 92: Table 2-2 Demolition Methods and Eq
Page 93 and 94: 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: .>-. \ -.. BUILDING P06014 ROOF PLA
Page 141 and 142: . . ASBESTOS SURVEY REPORT CORPS OF
Page 143 and 144: ,=--., APPENDIX B INDUSTRIAL HYGIEN
Page 145 and 146: . Industrial Hygiene Survey No. 55-
Page 147 and 148: 91A-9-91
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
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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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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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