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

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SITE TAIJLE ESC 21.1 DUST CONIROL I]MPs FOR GIVEN ~]’1’E COND1’~[ONS IIUST CONTROL MM[’S Tenprmy Crawl Imllllthc Wtl Cllrlllkd (_havftor cunswuclllHl Haul !’kwnt I’enmuimt Supprsssluu Dust Asphali Sand hlmtm~qulpnuwt I’rlwk if AS-PA CONI)lTfON Vcgtta(hn Mulchlng [Walerlng) Supprcssh Surfwing Fcmcs Wash[lmvn Ullvi,rs J}ishls-be(l Dismrbed Areas noI x x x x x x Subject 10Traffic Dismrbed Areas x x x x Subject 10Traffic Malerid Stock Pile x x x x Stabilization Demolition x x x Clearing/E~cavalion x x x TruckTraffic 0[1 x x x x Unpaved Roads Mud/Dirt Carry-OuI x x /
. TABLE ESC 21.2 COMMONLY USED CHEMICALS FOR DUST CONTROL SAL’rs ORGAN!C, NON PETROLEUM BASED PETROLEUM-BASED PRODUCTS’ CHEMICAL TYPES ● Calcium Chloride2 ● Culcium Lignosulfonotc ● Bunlwr Oil ● Mag.nesiuru Chloride ● Sodium Lignosulfortit[c ● As@ult Primer ● Natural Brines ● Ammonium Lignosulfonalc ● Emulsiticd Asph:III LIMITATIONS Can lose effectivenessin dry Not affecictl by dry wca[hcr Generally cflcciivc rcgmllcss periods wilh low humidi[y. am! low humidity. Lrmhcd of climuiic C[mdilitms may Lenc!lcs from road in IIci]vy riiin I“rom road in hctivy rain il no[ pollmlc in wet wctilhcr. sufllcicnlly curcrJ, NOI recommended for gravel roiid Best pcrformwwc on grnvcl BCSI pcrformtincc on grtivcl surfaces with low fines. roads wilh high surface fines roods wilh 5-10% fines. Recommended 10-20% frncs. (10-30%) and dense compitct surfncc will] loose gravel. COMMENTS Calcium Chloride is populiIr, May Ineffective on gravel surfaces Creates a Imrdcncutrxus[. bccorne slippery when we[ on !OW in firms. Muy bccomc gravel surfaces with high fines. slippery when wet on grirvcI surfaces with high fines contenl. w m ‘ Motor oils am! oil hwltmcnts arc noI recommended duc 10 ndvcrsee[fccls on planl life and groumlwa[cr. E 2 Nol recommendeddue to adverseeffects on plmn life,
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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
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 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: ,/--- Additional Information — Du
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
Page 197 and 198: —. ,.. , ..- Construction Handboo
Page 199 and 200: ..-, ,.—-+ BMP: STORM DRAIN INLET
Page 201 and 202: .-.. ,- Additional Information —
Page 203 and 204: ,..-. Additional Information — st
Page 205 and 206: ,-. , Additional Information — st
Page 207 and 208: 91A-9-91 o
Page 209 and 210: 7.0 Introduction This Quantity Surv
Page 211 and 212: Table D-1 Quantity Survey Unit of s
Page 213 and 214: .. .. APPENDIX E ADDENDEUM TO SITE
Page 215 and 216: ,- “ 7.0 Introduction This addend
Page 217 and 218: 3.0 TechnicalApproach The excavatio
Page 219 and 220: the item to determine if it is UXO.
Page 221 and 222: 7 91A-9-91
Page 223 and 224: ,-. , --- General Procedures These
Page 225 and 226: ,,-- \ ● Following the site walkd
Page 227 and 228: —. as 40mm projectiles or CBU sub
Page 229 and 230: -. UXO Safety Escort A UXO flashing
Page 231 and 232: Because of this the managers of the
Page 233 and 234: .— ,,--, A. B. c. D. E. F. G. H.
Page 235 and 236: 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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