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

More documents

Recommendations

Info

.- ., Erosion control will be installed for temporary and long-term protection of the environment. .. Erosion control measures will be implemented in accordance with the SWPPP which is included in Appendix C. 2.12 Restoration of Permanent Facilities The permanent facilities requiring restoration after refuse removal from Area A are the roads and sidewalks. The preliminary indication of the extent of removal is shown on Figure 2-10, Removal of Roads and Sidewalks PlarI. 2.72.7 Roads Removal of refuse under Imjin Road and Abrams Drive requires demolition of portions of these streets. After excavation and removal of refuse, the excavations will be bacldled and compacted with clean soil. The backfdl will be brought up to the pavement subgrade, proof- rolled, and tested before placing the base course. The base course will then be placed, compacted, and tested. Roads will be compacted in accordance with CALTR4NS Standard Specifications. Subgrade and base course will be compacted to a minimum 95 percent maximum dry density in accordance with ASTM D 1557, Modified Proctor testing. The density and moisture testing will be performed using nuclear methods in accordance with ASTM D2922 and ASTMD3017. Curb and gutter will be slip formed along the top of the base course to the final street elevations. The asphalt concrete will be placed at the same thickness as the existing pavement, and slightly above the lip of the curb gutter. 2.12.2 Sidewalks Sidewalks removed from Abrams Drive will be replaced. These sidewalks will match the top of existing sidewalks in width, thickness, scoring pattern, and have a cross slope toward the street. .W6-24-961SACTERCIFTORD 0U21RAWP.RV1 2-43
.- / ~, ,-- \ Reference~ American Standards of Testing Materials, 1991, ASTiMD698: Laboratory Compaction Characteristicsof Soil Using Standard Effort. American Standards of Testing Materials, 1991, ASTi12D1557: Laboratory Compaction Characteristics of Soil UsingModljied Effort. Department of Environmental and Natural Resources, 1996, Memorandum from William K. Collins, DENR Environmental Specialist, May 30. Harding Lawson Associates, 1994, Record of Decision, OperabIe Unit 2, Fort OrdLandfiiIs, July 15. Harding Lawson Associates, 1995a, Draft Design Analysis, Landfill Cover System, Operable Unit 2, Fort Ord LandJlk, December. Harding Lawson Associates, 1995b, Final Closure and Postclosure Maintenance Plan, Fort Ord 0U2 Landfill, Final Closure, December. Harding Lawson Associates, Closure, December. Harding Lawson Associates, communication, February 7. 1995c, SpeclJ?cationNo. 9705, Fort Ord 0U2 Landfill, Final 1996z Meeting at IT San Jose office, Lori Koch, personal IT Corporation, 1996, Sampling and Analysis Plan, Operable Unit 2, Landfill Closure, March. United States Army Corp of Engineers, 1995, EM200-1-2, Technical Project Planning Guidancefor HTR WData Quality Design, July31. SJf6-24-915Li4CTERC fFTOR0 OUZRAW’P.RV1 R-1
Page 1 and 2:
REMEDIAL ACTION WORK PLAN W=-F/y OP
Page 3 and 4:
-.., DRAFT FINAL REMEDIAL ACTION WO
Page 5 and 6:
-’ ., 2.2.4 Haul Roads . . . . .
Page 7 and 8:
,/-. 2.12 Restoration of Permanent
Page 9 and 10:
List of Figures Figure 1-1 1-2 2-1
Page 11 and 12:
--., . . ~,\ List of Definitions AS
Page 13 and 14:
’-. List of Acron yms and Abbrevi
Page 15 and 16:
,--- .,,----- 7.0 Introduction This
Page 17 and 18:
T ,... ,,.-, - &&Q~ .. .- .._. —.
Page 19 and 20:
F- - . 1.2 Remedial Action Objectiv
Page 21 and 22:
2.0 Work Plan The MWP has been prep
Page 23 and 24:
,,. - with painted lath on the grou
Page 25 and 26:
f EXISTING COVER SOIL - CLEAN Compa
Page 27 and 28: ,,-- /“-.., ‘, Area A will be c
Page 29 and 30: -- 2.2.7.4 Road Closure - . A 72-ho
Page 31 and 32: ,,.------ ,.—. L, —>, PHOTOGRAP
Page 33 and 34: ,,7-.. -. PHOTOGRAPH 5 Entry tube i
Page 35 and 36: “Y 2.2.5 Security Plan The projec
Page 37 and 38: - Warning signs will be posted at 1
Page 39 and 40: Page # 39 This is an oversized docu
Page 41 and 42: .-. Issue No. 2: Solution: Issue No
Page 43 and 44: previous field studies. Additional
Page 45 and 46: ,, . ~----- ● Safe conduct of the
Page 47 and 48: Page # 47 This is an oversized docu
Page 49 and 50: page # This is an oversized documen
Page 51 and 52: .. ,/- -.,, A concern associated wi
Page 53 and 54: ,.— ● Grubbed material will be
Page 55 and 56: ,= ,.., ... hidden as a result of p
Page 57 and 58: ---- ● Haul trucks will transport
Page 59 and 60: ● Trucks will transport material
Page 61 and 62: ,-- other Fort Ord sites. Field tes
Page 63 and 64: .,-. . ‘~. /-—-.., 2.7.3 Gas Pr
Page 65 and 66: ---, 2.9.7.7 Grading .. The 0U2 sit
Page 67 and 68: ~ to the maximum density obtainable
Page 69 and 70: ---- \ Interface Friction Testinq C
Page 71 and 72: ,/” “--- The AGTEK program shou
Page 73 and 74: ... . \ 10-foot setback required by
Page 75 and 76: ● Drip irrigation systems will be
Page 77: ., /-. .. ● Maintaining haul road
Page 81 and 82: ... 7, .... ,=- 4.0 Quantity Survey
Page 83 and 84: ,- \ ● A mechanism for briefing t
Page 85 and 86: —. 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 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 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
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
Page 237 and 238:
““-”””When the detonation
Page 239 and 240:
explosives are normally pink in col
Page 241 and 242:
.— Date: EXCAVATION CATALOG FORM
Page 243 and 244:
-. .-’ 97A.9-91
Page 245 and 246:
- . CONSTRUCTION SPECIFICATIONS Sec
Page 247 and 248:
., 1.4 1.5 PART 2 PART 3 1.3.3 Samp
Page 249 and 250:
1.4.3 Accuracy 1.4.3.1 Permanent mo
Page 251 and 252:
.- SECTION 01090 /--- PART 1 GENER4
Page 253 and 254:
1.4 DOCUMENT FORMATS AND METHODS 1.
Page 255 and 256:
--- 1.7 REFERENCE STANDARDS 1.7.1 F
Page 257 and 258:
.,,. . . PART 1 GENERAL 1.1 SECTION
Page 259 and 260:
1.3.2 1.3.3 1.4 SCHEDULES Disapprov
Page 261 and 262:
1.6 DRAV71_NGS 1.6.1 Submit one rep
Page 263 and 264:
..... PART 1 GENERAL 1.1 SECTION IN
Page 265 and 266:
. . PART 3 EXECUTION 3.1 LABORATORY
Page 267 and 268:
US ARMY COKE’ OF ENGINEERS (USACE
Page 269 and 270:
3,4.1 Preparato~ Phase This phase w
Page 271 and 272:
3.5 TESTS 3.4.4 Additional Preparat
Page 273 and 274:
3.6 COMPLETION INSPECTION 3.6.1 Pre
Page 275 and 276:
3.8 SAMPLE FORMS Sample forms will
Page 277 and 278:
, 1.3.2 Identification of Employees
Page 279 and 280:
1.5.1 General The Subcontractor wil
Page 281 and 282:
..... 1.9 CLEANUP Any dirt or mud w
Page 283 and 284:
., PART 1 GENERAL 1.1 1.2 1.3 1.4 S
Page 285 and 286:
1.6.2 Substitutions may be consider
Page 287 and 288:
PART 1 GENERAL 1.1 SECTION INCLUDES
Page 289 and 290:
1.6.3 Store record documents separa
Page 291 and 292:
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
Page 301 and 302:
--. , 3.2.4 Protect vegetation desi
Page 303 and 304:
1.2 REFERENCES AMERICAN SOCIETY FOR
Page 305 and 306:
-. concentrations of chemicals whic
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:
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 and 344:
2.4 PROTECTIVE COVER 2.4.1 Landfill
Page 345 and 346:
Page 347 and 348:
2.2 2.3 2.4 ACCESSORIES 2.2.1 Fitti
Page 349 and 350:
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
show all

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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?