Amendment R0005_4-26-2022.pdf

W68MD920551263

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RFP W912DW22R0005

Amendment R0005

(Please see Continuation Page for more details)

1. CONTRACT ID CODE PAGE OF PAGES

J 1 6

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 26-Apr-2022

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912DW22R0004

X 9B. DATED (SEE ITEM 11)

16-Mar-2022

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

26-Apr-2022

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW22R0004

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text: CONTINUATION PAGE R0005

This amendment five (0005) provides for the following:

1. Attachment 00 72 00-A (Index of Drawings) was revised.

2. The following specification/plans were revised:

Section 01 45 29 Testing Laboratory Services Section 01 57 19 Temporary Environmental Controls CD103 TESC Demolition Plan CD104 TESC Demolition Plan CD105 TESC Demolition Plan CP101 Paving Plan CP102 Paving Plan CP103 Paving Plan CP104 Paving Plan CP105 Paving Plan CU105 Utility Plan CP502 Paving Details CU501 Utility Details

3. The proposal due date/time remains the same at 1:00 PM (Seattle Time) on Thursday, 28 April 2022.

4. The attached revised sections are to be replaced in their entirety. Specifications changes are generally identified, for convenience, either by strikeout for deletions, and double underlining of text for additions or a single dark line in the margin. All portions of the revised sections shall apply whether changes have been indicated or not.

5. NOTICE TO OFFERORS: Offerors must acknowledge receipt of all amendments including this amendment by number and date on their proposal.

VA American Lake Phase 2 Site Development 21006 Tacoma, WA W912DW22R0004

00 72 00-A - 1 R0004R0005

ATTACHMENT 00 72 00-A

INDEX OF DRAWINGS

DATED 04.14.2022

SHEET

NUMBER

PLATE

TITLE

REVISION

DATE

GENERAL INFORMATION

1 GI002 COVER SHEET / INDEX TO DRAWINGS

2 G200 CODE SUMMARY

3 G201 LIFE SAFETY SITE PLAN

CIVIL

4 CI001 NOTES

5 CI002 SITE DIAGRAM AND KEY PLAN

6 CI004 CONSTRUCTION SEQUENCING

7 CI005 CONSTRUCTION ACCESS DIAGRAM

8 CI006 ON-SITE SPOIL / BORROW AREA

9 CD101 TESC / DEMOLITION PLAN

10 CD102 TESC / DEMOLITION PLAN

11 CD103 TESC / DEMOLITION PLAN R0004R0005 4/2025/2022

12 CD104 TESC / DEMOLITION PLAN R0004R0005 4/2025/2022

13 CD105 TESC / DEMOLITION PLAN R0004R0005 4/2025/2022

14 CG101 GRADING PLAN

15 CG102 GRADING PLAN

16 CG103 GRADING PLAN

17 CG104 GRADING PLAN

18 CG105 GRADING PLAN

19 CP101 PAVING PLAN R0004R0005 4/2025/2022

20 CP102 PAVING PLAN R0004R0005 4/2025/2022

21 CP103 PAVING PLAN R0004R0005 4/2025/2022

22 CP104 PAVING PLAN R0004R0005 4/2025/2022

23 CP105 PAVING PLAN R0004R0005 4/2025/2022

24 CU101 UTILITY PLAN R0002 4/11/2022

25 CU102 UTILITY PLAN R0002 4/11/2022

26 CU103 UTILITY PLAN R0002 4/11/2022

27 CU104 UTILITY PLAN R0002 4/11/2022

28 CU105 UTILITY PLAN R0002R0005 4/1125/2022

00 72 00-A - 2 R0004R0005

SHEET

NUMBER

CIVIL (continued)

29 CP201 ROAD PROFILES

30 CP202 ROAD PROFILES

31 CU201 STORM AND SANITARY PROFILES R0002 4/11/2022

32 CU202 STORM AND SANITARY PROFILES

33 CD501 TESC DETAILS

34 CP501 PAVING DETAILS

35 CP502 PAVING DETAILS R0005 4/25/2022

36 CU501 UTILITY DETAILS R0004R0005 4/2025/2022

37 CU502 UTILITY DETAILS

LANDSCAPE

38 L001 LANDSCAPE KEY PLAN

39 LT101 LANDSCAPE TREE PROTECTION PLAN

NORTH

40 LT102 LANDSCAPE TREE PROTECTION PLAN

SOUTH

41 LT103 LANDSCAPE TREE PROTECTION PLAN

LIST & DETAILS

42 L103 LANDSCAPE MATERIALS PLAN

43 L104 LANDSCAPE MATERIALS PLAN

44 L103.1 LANDSCAPE LAYOUT PLAN

45 L104.1 LANDSCAPE LAYOUT PLAN

46 L210 LANDSCAPE DETAILS

47 LI101 LANDSCAPE IRRIGATION PLAN

48 LI102 LANDSCAPE IRRIGATION PLAN

49 LI103 LANDSCAPE IRRIGATION PLAN

50 LI104 LANDSCAPE IRRIGATION PLAN

51 LI210 IRRIGATION DETAILS

52 LP101 LANDSCAPE PLANTING PLAN

53 LP102 LANDSCAPE PLANTING PLAN

54 LP103 LANDSCAPE PLANTING PLAN

00 72 00-A - 3 R0004R0005

SHEET

NUMBER

LANDSCAPE (continued)

55 LP104 LANDSCAPE PLANTING PLAN

56 LP210 PLANTING DETAILS

MECHANICAL - HVAC

57 MS001 MECHANICAL LEGEND, NOTES, AND

ABBREVIATIONS

58 MS101 MECHANICAL SITE PLAN R0003 4/14/2022

59 MS102 MECHANICAL SITE PLAN

60 MS501 MECHANICAL DETAILS R0003 4/14/2022

61 MS502 MECHANICAL DETAILS

62 MS601 MECHANICAL SCHEDULES AND ALARM

MONITORING

R0003 4/14/2022

ELECTRICAL - GENERAL

63 E001 ELECTRICAL LEGEND AND

ABBREVIATIONS

ELECTRICAL – DEMOLITION PLANS

64 ED101 ELECTRICAL DEMOLITION SITE PLAN

65 ED102 ELECTRICAL DEMOLITION SITE PLAN

66 ED103 TELECOMMUNICATIONS DEMOLITION SITE

PLAN

R0004 4/20/2022

ELECTRICAL – SITE

67 ES101 ELECTRICAL SITE PLAN

68 ES102 ELECTRICAL SITE PLAN R0004 4/20/2022

ELECTRICAL – LIGHTING

69 EL502 LIGHTING DETAILS

70 EL601 LIGHTING FIXTURE SCHEDULE

ELECTRICAL – POWER

71 EP401 POWER ENLARGED PLANS

72 EP501 POWER DETAILS

73 EP602 POWER EXISTING CAMPUS ONE-LINE

DIAGRAM

74 EP603 POWER EXISTING PARTIAL ONE-LINE

DIAGRAMS

75 EP604 ELECTRICAL PANEL SCHEDULES

00 72 00-A - 4 R0004R0005

SHEET

NUMBER

ELECTRICAL – TELECOMMUNICATIONS

76 ET101 PARTIAL TELECOMMUNICATIONS SITE

PLAN

R0003 4/14/2022

77 ET102 PARTIAL TELECOMMUNICATIONS SITE

PLAN

R0003 4/14/2022

78 ET103 PARTIAL TELECOMMUNICATIONS SITE

79 ET104 PARTIAL TELECOMMUNICATIONS SITE

80 ET105 TELECOMMUNICATIONS PRIMARY AND

SECONDARY BACKBONE PATHWAYS

81 ET106 TELECOMMUNICATIONS PRIMARY AND

SECONDARY BACKBONE PATHWAYS

82 ET107 PARTIAL TELECOMMUNICATIONS SITE

83 ET401 TELECOMMUNICATIONS PLAN

BUILDING 199 PARTIAL LEVEL 1

84 ET402 TELECOMMUNICATIONS PLAN

BUILDING 81 PARTIAL BASEMENT

85 ET601 VIDEO SURVEILLANCE SYSTEM DETAILS

86 ET602 EMERGENCY CALL SYSTEM DETAILS

87 ET603 COPPER BACKBONE CABLING DIAGRAMS

88 ET604 PUBLIC ADDRESS AND MASS

NOTIFICATION CABLING DIAGRAMS

End of Attachment 00 72 00-A

VA American Lake Phase 2A Site Development

Tacoma, WA

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SECTION 01 45 29

TESTING LABORATORY SERVICES

PART 1 - GENERAL

1.1 DESCRIPTION:

This section specifies materials testing activities and inspection services required during project construction to be provided by a

Testing Laboratory retained by the General Contractor.

1.2 APPLICABLE PUBLICATIONS:

A. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

B. Washington State Department of Transportation Standard Specifications for Road, Bridge and Municipal Construction, 2022.

C. American Association of State Highway and Transportation Officials

(AASHTO):

T27-11..................Standard Method of Test for Sieve Analysis of

Fine and Coarse Aggregates

T96-02 (R2006)..........Standard Method of Test for Resistance to

Degradation of Small-Size Coarse Aggregate by

Abrasion and Impact in the Los Angeles Machine

T99-10..................Standard Method of Test for Moisture-Density

Relations of Soils Using a 2.5 Kg (5.5 lb.)

Rammer and a 305 mm (12 in.) Drop

T104-99 (R2007).........Standard Method of Test for Soundness of

Aggregate by Use of Sodium Sulfate or Magnesium

Sulfate

T180-10.................Standard Method of Test for Moisture-Density

Relations of Soils using a 4.54 kg (10 lb.)

Rammer and a 457 mm (18 in.) Drop

T191-02(R2006)..........Standard Method of Test for Density of Soil In-

Place by the Sand-Cone Method

T310-13.................Standard Method of Test for In-place Density and Moisture Content of Soil and Soil-aggregate by Nuclear Methods (Shallow Depth)

D. American Concrete Institute (ACI):

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506.4R-94 (R2004).......Guide for the Evaluation of Shotcrete

E. American Society for Testing and Materials (ASTM):

A370-12.................Standard Test Methods and Definitions for

Mechanical Testing of Steel Products

A416/A416M-10...........Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete

C31/C31M-10.............Standard Practice for Making and Curing

Concrete Test Specimens in the Field

C33/C33M-11a............Standard Specification for Concrete Aggregates

C39/C39M-12.............Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

C109/C109M-11b..........Standard Test Method for Compressive Strength of Hydraulic Cement Mortars

C136-06.................Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

C138/C138M-10b..........Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of

Concrete

C140-12.................Standard Test Methods for Sampling and Testing

Concrete Masonry Units and Related Units

C143/C143M-10a..........Standard Test Method for Slump of Hydraulic

Cement Concrete

C172/C172M-10...........Standard Practice for Sampling Freshly Mixed

Concrete

C173/C173M-10b..........Standard Test Method for Air Content of freshly

Mixed Concrete by the Volumetric Method

C330/C330M-09...........Standard Specification for Lightweight

Aggregates for Structural Concrete

C567/C567M-11...........Standard Test Method for Density Structural

Lightweight Concrete

C780-11.................Standard Test Method for Pre-construction and

Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry

C1019-11................Standard Test Method for Sampling and Testing

Grout

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C1064/C1064M-11.........Standard Test Method for Temperature of Freshly

Mixed Portland Cement Concrete

C1077-11c...............Standard Practice for Agencies Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Testing Agency Evaluation

C1314-11a...............Standard Test Method for Compressive Strength of Masonry Prisms

D422-63(2007)...........Standard Test Method for Particle-Size Analysis of Soils

D698-07e1...............Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Standard Effort

D1140-00(2006)..........Standard Test Methods for Amount of Material in

Soils Finer than No. 200 Sieve

D1143/D1143M-07e1.......Standard Test Methods for Deep Foundations

Under Static Axial Compressive Load

D1188-07e1..............Standard Test Method for Bulk Specific Gravity and Density of Compacted Bituminous Mixtures

Using Coated Samples

D1556-07................Standard Test Method for Density and Unit

Weight of Soil in Place by the Sand-Cone Method

D1557-09................Standard Test Methods for Laboratory Compaction

Characteristics of Soil Using Modified Effort

(56,000ft lbf/ft3 (2,700 KNm/m3))

D2166-06................Standard Test Method for Unconfined Compressive

Strength of Cohesive Soil

D2167-08)...............Standard Test Method for Density and Unit

Weight of Soil in Place by the Rubber Balloon

Method

D2216-10................Standard Test Methods for Laboratory

Determination of Water (Moisture) Content of

Soil and Rock by Mass

D2974-07a...............Standard Test Methods for Moisture, Ash, and

Organic Matter of Peat and Other Organic Soils

D3666-11................Standard Specification for Minimum Requirements for Agencies Testing and Inspecting Road and

Paving Materials

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D3740-11................Standard Practice for Minimum Requirements for

Agencies Engaged in Testing and/or Inspection of Soil and Rock as used in Engineering Design and Construction

D6938-10................Standard Test Method for In-Place Density and

Water Content of Soil and Soil-Aggregate by

Nuclear Methods (Shallow Depth)

E94-04(2010)............Standard Guide for Radiographic Examination

E164-08.................Standard Practice for Contact Ultrasonic

Testing of Weldments

E329-11c................Standard Specification for Agencies Engaged in

Construction Inspection, Testing, or Special

Inspection

E543-09.................Standard Specification for Agencies Performing

Non-Destructive Testing

E605-93(R2011)..........Standard Test Methods for Thickness and Density of Sprayed Fire Resistive Material (SFRM)

Applied to Structural Members

E709-08.................Standard Guide for Magnetic Particle

Examination

E1155-96(R2008).........Determining FF Floor Flatness and FL Floor

Levelness Numbers

F3125/F3125M-15.........Standard Specification for High Strength

Structural Bolts, Steel and Alloy Steel, Heat

Treated, 120 ksi (830 MPa) and 150 ksi (1040

MPa) Minimum Tensile Strength, Inch and Metric

Dimensions

F. American Welding Society (AWS):

D1.D1.1M-10.............Structural Welding Code-Steel

G. Washington State Department of Ecology (Ecology):

Publication 19-09-101...2019 Tacoma Smelter Plume Model Remedies

Guidance

H. US Army Corps of Engineers (USACE):

EM 385-1-1..............Safety and Health Requirements Manual

I. US Environmental Protection Agency (EPA):

EPA-505-B-04-900A........Uniform Federal Policy for Quality Assurance

Project Plans

EPA-542-R-20-006.........National Functional Guidelines for Inorganic

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Superfund Methods Data Review

1.3 REQUIREMENTS:

A. Accreditation Requirements: Construction materials testing laboratories must be accredited by a laboratory accreditation authority and will be required to submit a copy of the Certificate of Accreditation and Scope of Accreditation. The laboratory’s scope of accreditation must include the appropriate ASTM standards (i.e.; E329, C1077, D3666, D3740, A880, E543) listed in the technical sections of the specifications.

Laboratories engaged in Hazardous Materials Testing shall meet the requirements of OSHA and EPA. The policy applies to the specific laboratory performing the actual testing, not just the “Corporate

Office.”

B. Inspection and Testing: Testing laboratory shall inspect materials and workmanship and perform tests described herein and additional tests requested by Resident Engineer. When it appears materials furnished, or work performed by Contractor fail to meet construction contract requirements, Testing Laboratory shall direct attention of Resident

Engineer to such failure.

C. Written Reports: Testing laboratory shall submit test reports to

Resident Engineer, Contractor, unless other arrangements are agreed to in writing by the Resident Engineer. Submit reports of tests that fail to meet construction contract requirements on colored paper.

D. Verbal Reports: Give verbal notification to Resident Engineer immediately of any irregularity.

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION

3.1 EARTHWORK:

A. General: The Testing Laboratory shall provide qualified personnel, materials, equipment, and transportation as required to perform the services identified/required herein, within the agreed to schedule and/or time frame. The work to be performed shall be as identified herein and shall include but not be limited to the following:

1. Observe fill and subgrades during proof-rolling to evaluate suitability of surface material to receive fill or base course.

Provide recommendations to the Resident Engineer regarding suitability or unsuitability of areas where proof-rolling was observed. Where unsuitable results are observed, witness excavation of unsuitable material and recommend to Resident Engineer extent of

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R0005 removal and replacement of unsuitable materials and observe proof-rolling of replaced areas until satisfactory results are obtained.

2. Provide part time observation of fill placement and compaction and field density testing in building areas and provide part time observation of fill placement and compaction and field density testing in pavement areas to verify that earthwork compaction obtained is in accordance with contract documents.

3. Provide supervised geotechnical technician to inspect excavation, subsurface preparation, and backfill for structural fill.

B. Testing Compaction:

1. Determine maximum density and optimum moisture content for each type of fill, backfill and subgrade material used, in compliance with

AASHTO T180 per WSDOT Specifications 2-03.3(14)D.

2. Make field density tests in accordance with the primary testing method following AASHTO T310 per WSDOT Specifications 2-03.3(14)D wherever possible. Field density tests utilizing ASTM D1556 AASHTO

T191 , or ASTM D2167 shall be utilized on a case by case basis only if there are problems with the validity of the results from the primary method due to specific site field conditions. Should the testing laboratory propose these alternative methods, they should provide satisfactory explanation to the Resident Engineer before the tests are conducted.

a. Building Slab Subgrade: At least one test of subgrade for every

185 m2 (2000 square feet) of building slab, but in no case fewer than three tests. In each compacted fill layer, perform one test for every 185 m2 (2000 square feet) of overlaying building slab, but in no case fewer than three tests.

b. Foundation Wall Backfill: One test per 30 m (100 feet) of each layer of compacted fill but in no case fewer than two tests.

c. Pavement Subgrade: One test for each 335 m2 (400 square yards), but in no case fewer than two tests.

d. Curb, Gutter, and Sidewalk: One test for each 90 m (300 feet), but in no case fewer than two tests.

e. Trenches: One test at maximum 30 m (100 foot) intervals per 1200 mm (4 foot) of vertical lift and at changes in required density, but in no case fewer than two tests.

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f. Footing Subgrade: At least one test for each layer of soil on which footings will be placed. Subsequent verification and approval of each footing subgrade may be based on a visual comparison of each subgrade with related tested subgrade when acceptable to Resident Engineer. In each compacted fill layer below wall footings, perform one field density test for every 30 m (100 feet) of wall. Verify subgrade is level, all loose or disturbed soils have been removed, and correlate actual soil conditions observed with those indicated by test borings.

C. Fill and Backfill Material Gradation: One test per 300 cubic yards stockpiled or in-place source material. Gradation of fill and backfill material shall be determined in accordance with ASTM C136

D. Testing for Footing Bearing Capacity: Evaluate if suitable bearing capacity material is encountered in footing subgrade.

E. Testing Materials: Test suitability of on-site and off-site borrow as directed by Resident Engineer.

3.4 LANDSCAPING:

A. Test topsoil for organic materials, pH, phosphate, potash content, and gradation of particles.

1. Test for organic material by using ASTM D2974.

2. Determine percent of silt, sand, clay, and foreign materials such as rock, roots, and vegetation.

B. Submit laboratory test report of topsoil to Resident Engineer.

3.5 ASPHALT CONCRETE PAVING:

A. Aggregate Base Course:

1. Determine maximum density and optimum moisture content for aggregate base material in accordance with ASTM D1557.

2. Make a minimum of three field density tests on each day's final compaction on each aggregate course in accordance with AASHTO T191 or ASTM D1556 per WSDOT Specifications Section 9-01.

3. Sample and test aggregate as necessary to insure compliance with specification requirements for gradation, wear, and soundness as specified in the applicable state highway standards and specifications.

B. Asphalt Concrete:

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1. Aggregate: Sample and test aggregates in stock pile and hot-bins as necessary to insure compliance with specification requirements for gradation (AASHTO T27), wear (AASHTO T96), and soundness (AASHTO

T104).

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2. Temperature: Check temperature of each load of asphalt concrete at mixing plant and at site of paving operation.

3. Density: Make a minimum of two field density tests in accordance with ASTM D1188 of asphalt base and surface course for each day's paving operation.

3.6 SITE WORK CONCRETE:

Test site work concrete including materials for concrete as required in

Article CONCRETE of this section.

3.8 CONCRETE:

A. Batch Plant Inspection and Materials Testing:

1. Perform continuous batch plant inspection until concrete quality is established with concurrence of Contracting Officer and perform periodic inspections thereafter as determined by Resident Engineer.

2. Periodically inspect and test batch proportioning equipment for accuracy and report deficiencies to Resident Engineer.

3. Sample and test mix ingredients as necessary to insure compliance with specifications.

4. Sample and test aggregates daily and as necessary for moisture content. Test the dry rodded weight of the coarse aggregate whenever a sieve analysis is made, and when it appears there has been a change in the aggregate.

5. Certify, in duplicate, ingredients and proportions and amounts of ingredients in concrete conform to approved trial mixes. When concrete is batched or mixed off immediate building site, certify

(by signing, initialing or stamping thereon) on delivery slips

(duplicate) that ingredients in truck-load mixes conform to proportions of aggregate weight, cement factor, and water-cement ratio of approved trial mixes.

B. Field Inspection and Materials Testing:

1. Provide a technician at site of placement at all times to perform concrete sampling and testing.

2. Review the delivery tickets of the ready-mix concrete trucks arriving on-site. Notify the Contractor if the concrete cannot be placed within the specified time limits or if the type of concrete delivered is incorrect. Reject any loads that do not comply with the

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Specification requirements. Rejected loads are to be removed from the site at the Contractor’s expense. Any rejected concrete that is placed will be subject to removal.

3. Take concrete samples at point of placement in accordance with ASTM

C172. Mold and cure compression test cylinders in accordance with

ASTM C31. Make at least three cylinders for each 40 m3 (50 cubic yards) or less of each concrete type, and at least three cylinders for any one day's pour for each concrete type. Label each cylinder with an identification number. Resident Engineer may require additional cylinders to be molded and cured under job conditions.

4. Perform slump tests in accordance with ASTM C143. Test the first truck each day, and every time test cylinders are made. Test pumped concrete at the hopper and at the discharge end of the hose at the beginning of each day’s pumping operations to determine change in slump.

5. Determine the air content of concrete per ASTM C173. For concrete required to be air-entrained, test the first truck and every 20 m3

(25 cubic yards) thereafter each day. For concrete not required to be air-entrained, test every 80 m3 (100 cubic yards) at random. For pumped concrete, initially test concrete at both the hopper and the discharge end of the hose to determine change in air content.

6. If slump or air content fall outside specified limits, make another test immediately from another portion of same batch.

7. Perform unit weight tests in compliance with ASTM C138 for normal weight concrete and ASTM C567 for lightweight concrete. Test the first truck and each time cylinders are made.

8. Notify laboratory technician at batch plant of mix irregularities and request materials and proportioning check.

9. Verify that specified mixing has been accomplished.

10. Environmental Conditions: Determine the temperature per ASTM C1064 for each truckload of concrete during hot weather and cold weather concreting operations:

• When ambient air temperature falls below 4.4 degrees C (40 degrees F), record maximum and minimum air temperatures in each

24 hour period; record air temperature inside protective

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R0005 enclosure; record minimum temperature of surface of hardened concrete.

• When ambient air temperature rises above 29.4 degrees C (85 degrees F), record maximum and minimum air temperature in each 24 hour period; record minimum relative humidity; record maximum wind velocity; record maximum temperature of surface of hardened concrete.

11. Inspect the reinforcing steel placement, including bar size, bar spacing, top and bottom concrete cover, proper tie into the chairs, and grade of steel prior to concrete placement. Submit detailed report of observations.

12. Observe conveying, placement, and consolidation of concrete for conformance to specifications.

13. Observe condition of formed surfaces upon removal of formwork prior to repair of surface defects and observe repair of surface defects.

14. Observe curing procedures for conformance with specifications, record dates of concrete placement, start of preliminary curing, start of final curing, end of curing period.

15. Observe preparations for placement of concrete:

• Inspect handling, conveying, and placing equipment, inspect vibrating and compaction equipment.

• Inspect preparation of construction, expansion, and isolation joints.

16. Observe preparations for protection from hot weather, cold weather, sun, and rain, and preparations for curing.

17. Observe concrete mixing:

• Monitor and record amount of water added at project site.

• Observe minimum and maximum mixing times.

18. Measure concrete flatwork for levelness and flatness as follows:

• Perform Floor Tolerance Measurements FF and FL in accordance with

ASTM E1155. Calculate the actual overall F- numbers using the inferior/superior area method.

• Perform all floor tolerance measurements within 48 hours after slab installation and prior to removal of shoring and formwork.

• Provide the Contractor and the Resident Engineer with the results of all profile tests, including a running tabulation of the

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R0005 overall FF and FL values for all slabs installed to date, within

72 hours after each slab installation.

19. Other inspections:

• Grouting under base plates.

• Grouting anchor bolts and reinforcing steel in hardened concrete.

C. Laboratory Tests of Field Samples:

1. Test compression test cylinders for strength in accordance with ASTM

C39. For each test series, test one cylinder at 7 days and one cylinder at 28 days. Use remaining cylinder as a spare tested as directed by Resident Engineer. Compile laboratory test reports as follows: Compressive strength test shall be result of one cylinder, except when one cylinder shows evidence of improper sampling, molding or testing, in which case it shall be discarded and strength of spare cylinder shall be used.

2. Make weight tests of hardened lightweight structural concrete in accordance with ASTM C567.

3. Furnish certified compression test reports (duplicate) to Resident

Engineer. In test report, indicate the following information:

• Cylinder identification number and date cast.

• Specific location at which test samples were taken.

• Type of concrete, slump, and percent air.

• Compressive strength of concrete in MPa (psi).

• Weight of lightweight structural concrete in kg/m3 (pounds per cubic feet).

• Weather conditions during placing.

• Temperature of concrete in each test cylinder when test cylinder was molded.

• Maximum and minimum ambient temperature during placing.

• Ambient temperature when concrete sample in test cylinder was taken.

• Date delivered to laboratory and date tested.

3.9 ARSENIC SOIL AND LEAD TESTING

A. Scope:

1. The VAAL lies within the area of the Tacoma Smelter Plume (TSP).

The vertical and lateral extent of arsenic and lead contamination in soils at the site are unknown. The surrounding areas of VAAL

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R0005 are mapped by the Department of Ecology as containing predicted arsenic concentrations of 40 to 100 parts per million. The

Contractor shall perform TSP soil sampling within decision unit areas as approved in the QAPP. The number of primary samples to be collected in each decision unit shall be in accordance with

Department of Ecology TSP guidance. In addition to TSP sampling, the Contractor shall collect and analyze one composite sample per decision unit for toxicity characteristic leaching procedure

(TCLP) analysis for arsenic and lead.

B. Arsenic and Lead Soil Testing Project Plans:

1. Prepare Accident Prevention Plan/Site Safety and Health Plan

(APP/SSHP) and Quality Assurance Project Plan (QAPP) as separate documents for The Government review and submit drafts in Adobe PDF format. The Government will provide review comments in electronic format. The Contractor shall prepare responses to The Government review comments and prepare final versions of the APP/SSHP and QAPP by incorporating The Government-approved responses. The draft and final APP/SSHP and QAPP are subject to approval by The Government.

2. Prepare the APP/SSHP in accordance with the latest edition of EM385-1-

1.

3. Prepare the QAPP in accordance with the Uniform Federal Policy for Quality Assurance Project Plans (EPA-505-B-04-900A) and use the Optimized UFP-QAPP Worksheets. The intent of environmental soil analysis is to provide for potential workplace hazard communication and safety precautions for construction workers and to understand future possible soil handling and disposal requirements during construction at the site. The QAPP shall describe plans for sampling and analysis of top surface soil (0-

6”) and sub-surface soil (6-12”) for lead and arsenic related to the Tacoma Smelter Plume (TSP) following Washington Department of

Ecology TSP guidance. Ecology’s TSP guidance, publication 19-09-

101, titled “2019 Tacoma Smelter Plume Model Remedies Guidance" is available at Ecology's website:

https://apps.ecology.wa.gov/publications/SummaryPages/1909101.htm

l. The Contractor shall consider past and future land use, as well as construction sequencing to propose decision units for sampling within the construction footprint. Information about past site land use can be found in the Phase I Environmental Site

Assessment dated December 2010 prepared by PBS Engineering +

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Environmental.

W912DW22R0004

Refer to drawing CI004 Construction Sequencing for guidance about construction sequence at the site. In addition to TSP soil samples, collect one composite soil sample for each decision unit and submit the composite sample for laboratory toxicity characteristic leaching procedure (TCLP) analysis for arsenic and lead. Composite TCLP samples shall be composed of equal aliquots from each of the TSP soil sample locations within each respective decision unit. The Contractor shall use a DoD ELAP accredited laboratory for environmental samples and shall include copies of laboratory accreditation certificates as attachments to the QAPP. The QAPP shall describe qualifications of personnel assigned roles (for environmental sample collection and analysis) including the environmental sampler and chemist.

• As a minimum, the Contractor's Environmental Sampler shall have: 2 years of experience in the development and preparation of QAPPs, work plans, and knowledge of EPA methods for collecting environmental and hazardous waste samples. The environmental sampler shall collect all onsite samples, review the data results, and provide recommendations for the

Contractor's sampling program.

• As a minimum, the Contractor's Chemist shall have: a BS degree in Chemistry; 6 years of experience related to investigations, studies, design and remedial actions at HTRW sites; and 2 years of experience with standard analytical chemistry methods common for analyzing soil, water, air, and other materials for chemical contamination assessment, including data for hazardous waste manifesting.

C. Arsenic and Lead Soil Testing Sample Collection:

1. Provide all materials, supplies, equipment, management, and field oversight to complete all sampling field work in accordance with the government-approved QAPP. Perform utility locates and obtain a dig permit prior to collecting soil samples. Collect TSP and TCLP soil samples in accordance with the approved QAPP. Record location of each soil sample location in decimal degrees. Utilize North

American Datum 1983 (NAD 83), State Plane Washington North FIPS

4601 (US Feet). All TSP sampling IDW soil will be returned to the hand excavation where it originated after excavation is complete.

Solid waste (used gloves, etc.) will be bagged and discarded off-

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R0005 site in a solid waste receptacle. Samples shall be placed within an

8 oz glass jar and within 3 days be either hand delivered or shipped to the Contractor's chosen accredited laboratory for analysis.

D. Arsenic and Lead Soil Testing Sample Analysis:

1. Submit TSP soil samples to the accredited analytical laboratory for chemical analysis for total lead and arsenic by EPA method SW-6020.

In additional to TSP soil samples, submit one composite sample per decision unit for TCLP analysis for arsenic and lead. Validate 20 percent of the data in accordance with EPA-542-R-20-006. The data validation strategy shall be established at the beginning of the project to be consistent with the QAPP. Applicable Method Quality

Indicators are as follows:

Method Matrix Analyte Lab LOD mg/L

Lab LOQ mg/L

Duplicate &

MS/LD

RPD

MS/MSD

LCS %

Recovery

EPA SW-

Soil Arsenic 0.0033 0.005 20% 82-111%

EPA SW-

Soil Lead 0.00155 0.0200 20% 81-112%

E. Arsenic and Lead Soil Testing Chemical Data Report:

1. Prepare a chemical data report summarizing the results of the arsenic and lead soil testing. Submit one copy of the draft chemical data report in Adobe PDF format to the Contracting Officer. The Government will review the draft report and provide comments. Address comments and submit the final chemical data report and digital files. Submit one copy of the final report in Adobe PDF format to the Contracting

Officer. The chemical data report shall include, but not be limited to:

• Summary of the environmental sampling program

• Environmental sample figure depicting all sampling locations and results.

• Summary of environmental field and laboratory oversight activities, providing a discussion of the reliability of the data, QC problems encountered, and a summary of the evaluation of data quality for each analysis and matrix as indicated by the laboratory QC data and any other relevant findings.

• Presentation and evaluation of environmental data to include an

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R0005 overall assessment on the quality of the data for each method and matrix.

• Chemical data reports and results from the environmental laboratory shall be provided as an attachment to the report.

• Field notes shall be included in an appendix.

3.10 APPROXIMATE NUMBER OF TESTS REQUIRED:

A. Earthwork:

See Earthwork Section 31 20 00.

B. Landscaping:

See Earthwork Section 31 20 00.

C. Aggregate Base:

See Earthwork Section 31 20 00.

D. Asphalt Concrete:

See Asphalt Paving Section 32 12 16.

E. Concrete:

See Cement Concrete Paving for Exterior Improvements Section 32 05 23.

- - - E N D - - -

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

11/15

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Class I and II Ozone Depleting Substance (ODS)

1.2.2 Contractor Generated Hazardous Waste

1.2.3 Electronics Waste

1.2.4 Environmental Pollution and Damage

1.2.5 Environmental Protection

1.2.6 Hazardous Debris

1.2.7 Hazardous Materials

1.2.8 Hazardous Waste

1.2.9 Installation Pest Management Coordinator

1.2.10 Land Application

1.2.11 Municipal Separate Storm Sewer System (MS4) Permit

1.2.12 National Pollutant Discharge Elimination System (NPDES)

1.2.13 Oily Waste

1.2.14 Pesticide

1.2.15 Pesticide Treatment Plan

1.2.16 Pests

1.2.17 Project Pesticide Coordinator

1.2.18 Regulated Waste

1.2.19 Sediment

1.2.20 Solid Waste

1.2.20.1 Debris

1.2.20.2 Green Waste

1.2.20.3 Material not regulated as solid waste

1.2.20.4 Non-Hazardous Waste

1.2.20.5 Recyclables

1.2.20.6 Surplus Soil

1.2.20.7 Scrap Metal

1.2.20.8 Wood

1.2.21 Surface Discharge

1.2.22 Wastewater

1.2.22.1 Stormwater

1.2.23 Waters of the United States

1.2.24 Wetlands

1.2.25 Universal Waste

1.3 SUBMITTALS

1.4 ENVIRONMENTAL PROTECTION REQUIREMENTS

1.4.1 Conformance with the Environmental Management System

1.5 QUALITY ASSURANCE

1.5.1 Preconstruction Survey and Protection of Features

1.5.2 Regulatory Notifications

1.5.3 Environmental Brief

1.5.4 Environmental Manager

SECTION 01 57 19 Page 1 R0005

1.5.5 Employee Training Records

1.5.5.1 Pest Control Training

1.5.6 Non-Compliance Notifications

1.6 ENVIRONMENTAL PROTECTION PLAN

1.6.1 General Overview and Purpose

1.6.1.1 Descriptions

1.6.1.2 Duties

1.6.1.3 Procedures

1.6.1.4 Communications

1.6.1.5 Contact Information

1.6.2 General Site Information

1.6.2.1 Drawings

1.6.2.2 Work Area

1.6.2.3 Documentation

1.6.3 Management of Natural Resources

1.6.4 Protection of Historical and Archaeological Resources

1.6.5 Stormwater Management and Control

1.6.6 Protection of the Environment from Waste Derived from

Contractor Operations

1.6.7 Prevention of Releases to the Environment

1.6.8 Regulatory Notification and Permits

1.6.9 Clean Air Act Compliance

1.6.9.1 Haul Route

1.6.9.2 Pollution Generating Equipment

1.6.9.3 Stationary Internal Combustion Engines

1.6.9.4 Refrigerants

1.6.9.5 Air Pollution-engineering Processes

1.6.9.6 Compliant Materials

1.7 LICENSES AND PERMITS

1.8 ENVIRONMENTAL RECORDS BINDER

1.9 PESTICIDE DELIVERY, STORAGE, AND HANDLING

1.9.1 Delivery and Storage

1.9.2 Handling Requirements

1.10 SOLID WASTE MANAGEMENT PERMIT

1.10.1 Solid Waste Management Report

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 PROTECTION OF NATURAL RESOURCES

3.1.1 Native Species

3.1.2 Flow Ways

3.1.3 Vegetation

3.1.4 Streams

3.2 STORMWATER

3.2.1 Construction General Permit

3.2.1.1 Stormwater Pollution Prevention Plan

3.2.1.2 Stormwater Notice of Intent for Construction Activities

3.2.1.3 Inspection Reports

3.2.1.4 Stormwater Pollution Prevention Plan Compliance Notebook

3.2.1.5 Stormwater Notice of Termination for Construction

Activities

3.2.2 Erosion and Sediment Control Measures

3.2.2.1 Erosion Control

3.2.2.2 Sediment Control Practices

3.2.3 Work Area Limits

3.2.4 Contractor Facilities and Work Areas

SECTION 01 57 19 Page 2

3.2.5 Municipal Separate Storm Sewer System (MS4) Management

3.3 SURFACE AND GROUNDWATER

3.3.1 Cofferdams, Diversions, and Dewatering

3.4 AIR RESOURCES

3.4.1 Preconstruction Air Permits

3.4.2 Burning

3.4.3 Class I and II ODS Prohibition

3.4.4 Accidental Venting of Refrigerant

3.4.5 EPA Certification Requirements

3.4.6 Dust Control

3.4.6.1 Particulates

3.4.6.2 Abrasive Blasting

3.4.7 Odors

3.5 WASTE MINIMIZATION

3.5.1 Salvage, Reuse and Recycle

3.5.2 Nonhazardous Solid Waste Diversion Report

3.6 WASTE MANAGEMENT AND DISPOSAL

3.6.1 Waste Determination Documentation

3.6.2 Solid Waste Management

3.6.2.1 Solid Waste Management Report

3.6.2.2 Control and Management of Solid Wastes

3.6.3 Control and Management of Hazardous Waste

3.6.3.1 Hazardous Waste/Debris Management

3.6.3.2 Waste Storage/Satellite Accumulation/90 Day Storage Areas

3.6.3.3 Hazardous Waste Disposal

3.6.3.3.1 Responsibilities for Contractor's Disposal

3.6.3.3.1.1 Services

3.6.3.3.1.2 Samples

3.6.3.4 Universal Waste Management

3.6.3.5 Electronics End-of-Life Management

3.6.3.6 Disposal Documentation for Hazardous and Regulated Waste

3.6.4 Releases/Spills of Oil and Hazardous Substances

3.6.4.1 Response and Notifications

3.6.4.2 Clean Up

3.6.5 Mercury Materials

3.6.6 Wastewater

3.6.6.1 Disposal of wastewater must be as specified below.

3.6.6.1.1 Treatment

3.6.6.1.2 Surface Discharge

3.6.6.1.3 Land Application

3.7 HAZARDOUS MATERIAL MANAGEMENT

3.8 PREVIOUSLY USED EQUIPMENT

3.9 CONTROL AND MANAGEMENT OF ASBESTOS-CONTAINING MATERIAL (ACM)

3.10 CONTROL AND MANAGEMENT OF LEAD-BASED PAINT (LBP)

3.11 CONTROL AND MANAGEMENT OF POLYCHLORINATED BIPHENYLS (PCBS)

3.12 CONTROL AND MANAGEMENT OF LIGHTING BALLAST AND LAMPS CONTAINING

PCBS

3.13 PETROLEUM, OIL, LUBRICANT (POL) STORAGE AND FUELING

3.13.1 Used Oil Management

3.13.2 Oil Storage Including Fuel Tanks

3.14 INADVERTENT DISCOVERY OF PETROLEUM-CONTAMINATED SOIL OR HAZARDOUS

WASTES

3.15 PEST MANAGEMENT

3.15.1 Application

3.15.2 Pesticide Treatment Plan

3.16 CHLORDANE

3.17 SOUND INTRUSION

3.18 POST CONSTRUCTION CLEANUP

SECTION 01 57 19 Page 3

ATTACHMENTS:

01 57 19-A

-- End of Section Table of Contents --

SECTION 01 57 19 Page 4

SECTION 01 57 19

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PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.120 Hazardous Waste Operations and Emergency Response

40 CFR 112 Oil Pollution Prevention

40 CFR 122.26 Storm Water Discharges (Applicable to State NPDES Programs, see section 123.25)

40 CFR 152 Pesticide Registration and Classification Procedures

40 CFR 152 - 186 Pesticide Programs

40 CFR 241 Guidelines for Disposal of Solid Waste

40 CFR 243 Guidelines for the Storage and Collection of Residential, Commercial, and Institutional Solid Waste

40 CFR 258 Subtitle D Landfill Requirements

40 CFR 260 Hazardous Waste Management System: General

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 261.7 Residues of Hazardous Waste in Empty Containers

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 262.34 Standards Applicable to Generators of Hazardous Waste-Accumulation Time

40 CFR 263 Standards Applicable to Transporters of Hazardous Waste

40 CFR 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities

SECTION 01 57 19 Page 5

40 CFR 265 Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities

40 CFR 266 Standards for the Management of Specific Hazardous Wastes and Specific Types of Hazardous Waste Management Facilities

40 CFR 268 Land Disposal Restrictions

40 CFR 273 Standards For Universal Waste Management

40 CFR 273.2 Standards for Universal Waste Management - Batteries

40 CFR 273.4 Standards for Universal Waste Management - Mercury Containing Equipment

40 CFR 273.5 Standards for Universal Waste Management - Lamps

40 CFR 279 Standards for the Management of Used Oil

40 CFR 300 National Oil and Hazardous Substances Pollution Contingency Plan

40 CFR 300.125 National Oil and Hazardous Substances Pollution Contingency Plan - Notification and Communications

40 CFR 355 Emergency Planning and Notification

40 CFR 50 National Primary and Secondary Ambient Air Quality Standards

40 CFR 60 Standards of Performance for New Stationary Sources

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 63 National Emission Standards for Hazardous Air Pollutants for Source Categories

40 CFR 64 Compliance Assurance Monitoring

40 CFR 745 Lead-Based Paint Poisoning Prevention in Certain Residential Structures

40 CFR 761 Polychlorinated Biphenyls (PCBs) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials

SECTION 01 57 19 Page 6

Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and Packagings

49 CFR 178 Specifications for Packagings

1.2 DEFINITIONS

1.2.1 Class I and II Ozone Depleting Substance (ODS)

Class I ODS is defined in Section 602(a) of The Clean Air Act. A list of Class I ODS can be found on the EPA website at the following website:

http://www.epa.gov/ozone/science/ods/classone.html.

Class II ODS is defined in Section 602(s) of The Clean Air Act. A list of Class II ODS can be found on the EPA website at the following website:

http://www.epa.gov/ozone/science/ods/classtwo.html.

1.2.2 Contractor Generated Hazardous Waste

Contractor generated hazardous waste is materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene), waste thinners, excess paints, excess solvents, waste solvents, excess pesticides, and contaminated pesticide equipment rinse water.

1.2.3 Electronics Waste

Electronics waste is discarded electronic devices intended for salvage, recycling, or disposal.

1.2.4 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally or historically.

1.2.5 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction.

The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.6 Hazardous Debris

As defined in paragraph SOLID WASTE, debris that contains listed hazardous waste (either on the debris surface, or in its interstices, such as pore structure) in accordance with 40 CFR 261 . Hazardous debris also includes

SECTION 01 57 19 Page 7 debris that exhibits a characteristic of hazardous waste in accordance with 40 CFR 261 .

1.2.7 Hazardous Materials

Hazardous materials as defined in 49 CFR 171 and listed in 49 CFR 172 .

Hazardous material is any material that: Is regulated as a hazardous material in accordance with 49 CFR 173 ; or requires a Safety Data Sheet (SDS) in accordance with 29 CFR 1910.120 ; or during end use, treatment, handling, packaging, storage, transportation, or disposal meets or has components that meet or have potential to meet the definition of a hazardous waste as defined by 40 CFR 261 Subparts A, B, C, or D.

Designation of a material by this definition, when separately regulated or controlled by other sections or directives, does not eliminate the need for adherence to that hazard-specific guidance which takes precedence over this section for "control" purposes. Such material includes ammunition, weapons, explosive actuated devices, propellants, pyrotechnics, chemical and biological warfare materials, medical and pharmaceutical supplies, medical waste and infectious materials, bulk fuels, radioactive materials, and other materials such as asbestos, mercury, and polychlorinated biphenyls (PCBs).

1.2.8 Hazardous Waste

Hazardous Waste is any material that meets the definition of a solid waste and exhibit a hazardous characteristic (ignitability, corrosivity, reactivity, or toxicity) as specified in 40 CFR 261 , Subpart C, or contains a listed hazardous waste as identified in 40 CFR 261 , Subpart D.

1.2.9 Installation Pest Management Coordinator

Installation Pest Management Coordinator (IPMC) is the individual officially designated by the Installation Commander to oversee the Installation Pest Management Program and the Installation Pest Management Plan.

1.2.10 Land Application

Land Application means spreading or spraying discharge water at a rate that allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur.

Comply with federal, state, and local laws and regulations.

1.2.11 Municipal Separate Storm Sewer System (MS4) Permit

MS4 permits are those held by installations to obtain NPDES permit coverage for their stormwater discharges.

1.2.12 National Pollutant Discharge Elimination System (NPDES)

The NPDES permit program controls water pollution by regulating point sources that discharge pollutants into waters of the United States.

1.2.13 Oily Waste

Oily waste are those materials that are, or were, mixed with Petroleum,…