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

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ASTM D2774 Underground Installation of Thermoplastic Pressure Piping ASTM D3035 Polyethylene (PE) Plastic Pipe (SDR-PR) Based on Controlled Outside Diameter ASTM D3139 Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals ASTM D3350 Polyethylene Plastics Pipe and Fittings Materials ASTM F477 Elastomeric Seals (Gaskets) for Joining Plastic Pipe AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) ASMEB16.1 Cast Iron Pipe Flanges and Flanged Fittings AMERICAN WATER <strong>WORK</strong>S ASSOCIATION (AWWA) AWWAC11O AWAC1ll AWWAC115 AWWAC151 AWWA C200 AWWA C203 AWWA C207 AWWA C208 AWWA C600 AWWA C900 Ductile-Iron and Gray-Iron Fittings, 3 In. Through 48 In., for Water and Other Liquids Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings Flanged Ductile-Iron Pipe with Threaded Flanges Ductile-Iron Pipe, Centrifugally Cast for Water or Other Liquids Steel Water Pipe 6 In. (150 mm) and Larger Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - Enamel and Tape - Hot-Applied Steel Pipe Flanges for Waterworks Service - Sizes 4 In. Through 144 In. Dimensions for Fabricated Steel Water Pipe Fittings Installation of Ductile-Iron Water Mains and Their Appurtenances Polyvinyl Chloride (PVC) Pressure Pipe, 4 In. Through 12 In., for Water Distribution City of Salinas (SAIINAS) Department of Public Works, Design Standards and Standard Specifications. SJ/5-13.96/SACTERC~ORDOU2/02732 02732-2 Sanitary Sewerage Systems
#- 1.3 SUBMITTALS .- “> Prepare submittals in accordance with Section 01300, SUBMITTALS. 1.4 DELIVERY, STORAGE AND HANDLING Deliver, store and handle material in such a manner that pipe, fittings and accessories, and pipe coatings are not darnaged. PART 2 PRODUCTS 2.1 PIPE AND FITTINGS Piping less than 4 inches in diameter will be polyvinyl chloride (PVC) plastic or polyethylene (PE) plastic. Piping 4 inches in diameter and larger will be ductile iron, steel, polyvinyl chloride (PVC) plastic, or polyethylene (PE) plastic. 2.1.1 Polyvinyl Chloride (PVC) Pipe ● Pipe and Fittings Less Than 4 inches Diameter: ASTM D1785, Schedules 40, 80, 120, or D2241, SDR 21, 26, or 32.5, with screw joints, push-on joints, or solvent weld joints. ● Pipe and Fittings 4 inches Diameter and Larger: ASTM D2241, SDR 21,26, 32.5, or AWWA C900, Class 100, 150, 200, with push-on joints. ● Screw Joints: ASTM D2464, Schedule 80 ● Push-On Joints: ASTM D3 139, with ASTM F477 gaskets ● Solvent Cement: ASTM D2564 2.1.2 Polyethylene (PE) Pipe ● Pipe: ASTM D3350 and ASTM D3035, minimum pressure rating of 100 psi AT 73.4 degrees Farenheit. ● Heat Fusion Joints: ASTM D2657 ● Flanged or Mechanical Joints: ASME B16. 1 or AWWA C207 SJ/5-13-96/SACTERCilTORDOU2102732 02732-3 Sanitary Sewerage Systems
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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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PART 1 GENERAL 1.1 SECTION INCLUDES
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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-
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
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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: PART 1 GENERAL 1.1 SECTION INCLUDES
Page 321 and 322: . 1.3.2.3 s Copy of QC certificates
Page 323 and 324: 4, 1.4.6 QA Personnel Responsibilit
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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: PART 1 GENERAL 1.1 SECTION INCLUDES
Page 347 and 348: 2.2 2.3 2.4 ACCESSORIES 2.2.1 Fitti
Page 349: PART 1 GENERAL 1.1 SECTION INCLUDES
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
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REMEDIAL ACTION WORK PLAN OPERABLE UNIT 2, LANDFILL ...

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