AG OEM SOW _Attachments 3_12_25.pdf

Argonne National Laboratory Statement of Work

Manufacture of Treatment System Components and Groundwater Treatment Building Agra, Kansas January 2025

1.0 Background

Argonne National Laboratory (Argonne) is assisting the U.S. Department of Agriculture (USDA) in the implementation of a Corrective Action Plan (CAP; Argonne 2024) to address groundwater contamination at a site in Agra, Kansas. The remedial action (RA) identified in the CAP will employ a pump and treat system, extracting groundwater from three wells followed by volatile organic compound (VOC) removal by air stripping with tray aeration, and effluent discharge.

Additional information pertaining to the approved RA can be found in the Corrective Action Study (CAS; Argonne 2018) for this Site and the associated Corrective Action Decision issued by the Kansas Department of Health and Environment (KDHE 2021).

A Final Remedial System Engineering Design – Agra, Kansas has been prepared for the USDA and Argonne by HydroGeoLogic Inc. (HGL) that defines the technical specifications and construction requirements for the remedial system (HGL; April 2022). Specific references to the CAP and HGL documents are provided in this Statement of Work (SOW) where relevant to the activities that are to be conducted under this SOW.

2.0 Scope

This document serves as the SOW for the manufacture and/or provision of the groundwater extraction and treatment system (GETS) components to be packaged by an Original Equipment Manufacturer (OEM), to form a complete groundwater treatment plant (GTP) for the RA.

The OEM will house the GTP in a “treatment building” (or “GTP building”) to be manufactured by the OEM. Piping will be installed by Others (RA Contractor) from the individual extraction wells to the GTP building and connected inside the building to a manifold header. Electrical and communication conduits and wiring will also be installed by Others (RA Contractor) from the individual extraction wells to the GTP building and connected to the GETS power and control panels.

Untreated groundwater from the extraction wells will flow through an air-stripping treatment unit in the GTP building, then discharge to the surface via piping (provided by Others) to a nearby natural drainageway.

The GETS components to be manufactured/provided as part of the GTP shall include the following: air stripper unit (equipped with tray aeration and blower); air stripper discharge pump;

bag filters; a sequestrant addition system for scaling/fouling prevention; downhole water level sensing transducers, downhole submersible pumps with wiring and flexible discharge hose;

variable frequency drives (VFDs); interior piping and electrical wiring; flowmeters;

instrumentation, and air stripper/GETS control system to facilitate both onsite and remote (via internet) operation and monitoring.

Statement of Work, Construction Services, Remedial System Engineering Design, Agra, Kansas

The GTP building shall include the following: structural features to be provided in accordance with the Design Drawings and Technical Specifications discussed below; an electrical/power panel; treatment building lighting (interior and exterior), heating and ventilation components; and other electrical service components (interior and exterior receptacles).

Argonne requires lump sum pricing for the manufacture of the GTP system components and GTP building.

The OEM shall be responsible for preparing shop drawings and submittals and the fabrication of the GTP components, GTP building, and all required interior equipment, GETS/air stripper control system, and piping including the manifold header piping with individual well lines fitted with all required flow meters, strainers, sample ports, etc. as specified in the pertinent Design Drawings and Technical Specifications of the Remedial System Engineering Design (HGL; April 2023) that are provided as Attachments 1 and 2 to this SOW.

General Specification 01 33 00 (Submittal Procedures) was developed as a comprehensive document outlining requirements to be followed by all contractors performing activities in conjunction with the RA at Agra. Sections in this Specification and the included Submittal Register template that are not relevant to this SOW have been struck-through by Argonne in red in the OEM-specific version of 01 33 00 provided in Attachment 2.

The design, manufacture, and delivery of the GTP system and GTP building (the Work) to be provided by the OEM consists of the following general tasks:

1. Task 001 – Preparation of Draft and Final Shop Drawings of the GTP system, Related GETS components, and GTP building

2. Task 002 – Manufacture of the GTP System, Related GETS Components, and GTP Building

3. Task 003 – Manufacture of the Control and Electrical/Power Panels

4. Task 004 – Provide Instrumentation for the GTP System

5. Task 005 – Proof Testing and Certification of the GTP System

6. Task 006 – Transportation/Delivery of the GTP System and GTP Building

7. Task 007 – Virtual and/or Onsite Startup Assistance

8. Task 008 – Documentation and Final Acceptance

Details of these tasks are provided in Section 4.0 of this SOW.

3.0 Objectives

The objective of this Work is to provide a complete and operational groundwater treatment plant (GTP) that meets the requirements of the groundwater pump-and-treat remedy defined in the CAP (Argonne 2024) and in the Design Drawings, Technical Specifications, and related Permits.

In addition to the project-specific requirements defined in the Design Drawings and Technical

Specifications, (Section 2.0), industry standard practice shall be followed. Industry standards and guidance applicable to this project include, but are not limited to, those established by the following:

American Water Works Association (AWWA) American National Standards Institute (ANSI) National Electrical Code (NEC) International Building Code (IBC) American Society of Mechanical Engineers (ASME) Any applicable state and local codes

4.0 Tasks

To achieve the objective of this Work, the OEM shall be responsible for the following:

1. Provide all labor, equipment, and materials necessary to design, manufacture, and deliver the GTP system, related GETS components, and GTP building described in accordance with the contract documents and Tasks as defined below. All materials used in the treatment system components and GTP building must be procured in accordance with the Buy America Act (in the attached Federal Flowdowns).

2. Provide draft shop drawings to Argonne for review and approval. Based on Argonne comments, review and provide final shop drawings to Argonne.

3. Complete and deliver the GTP system, related components, and GTP building described in this SOW in accordance with the Contract Documents including, without limitation, this SOW and all documents incorporated by reference into it.

4. Proof testing and certification of the complete system to the extent technically possible before delivery.

5. Communicate with Argonne (and/or a technical representative(s) designated by Argonne) on a bi-weekly basis to discuss progress of the equipment manufacture to ensure adherence to project schedule.

This section provides a description of the specific Tasks associated with the above responsibilities, and is intended to supplement the Technical Specifications (Attachment 2) and the Design Drawings (Attachment 1) defined in Section 2.0 of this SOW. Bid Item designations are in parentheses and reference where the OEM shall include costs on the bid form.

4.1 Preparation of Draft and Final Shop Drawings of GTP System, Related GETS

Components, and GTP Building (Task 001)

The OEM shall prepare and submit draft and final shop drawings, certifications, submittals, licenses, schedules, and product data, required for completion of the GTP system, related components, and GTP building as referenced in the SOW, and the attached Design Drawings and Technical Specifications (Attachments 1 and 2). The draft shop drawings and product data shall be submitted to Argonne within 14 days of the notice to proceed. Argonne comments shall be incorporated into the final shop drawings, which shall be submitted to Argonne within 7 days of receiving Argonne comments on the draft shop drawings.

4.2 Manufacture of the GTP System, Related GETS Components, and GTP Building

(Task 002)

The OEM shall provide all labor, technical services, supervision, materials, tools, equipment, supplies, transportation, and articles necessary for manufacture of the GTP and related components, and the GTP building. The supplied equipment is to include, but is not limited to, components defined in Section 2.0 of this SOW, and as indicated in the Design Drawings (Attachment 1) and defined in the Technical Specifications (Attachment 2; specifically in Sections 13 34 19 PREFABRICATED EQUIPMENT BUILDING – GROUNDWATER TREATMENT SYSTEM, 40 05 13 PIPELINES, LIQUID PROCESS PIPING, and Section 44

42 13 AIR STRIPPER SYSTEM AND ASSOCIATED EQUIPMENT).

Pumping well transducers and associated control wiring, the downhole pumps with electrical wiring and flexible discharge hose, and VFDs shall be provided as indicated in the Design Drawings and in accordance with the Technical Specifications. The pumping well level transducers and pumps will be installed by Others (RA Contractor or Electrical Subcontractor).

4.3 Manufacture of Control and Electrical/Power Panels (Task 003) supplies, transportation, and articles necessary for manufacture of the (combined) air stripper and GETS control panel and the GTP building power panel. The air stripping/GETS control panel shall be provided for the operation and control of the air stripper and the overall GETS process equipment in accordance with the Design Drawings and Technical Specifications (specifically in Sections 13 34 19 PREFABRICATED EQUIPMENT BUILDING – GROUNDWATER TREATMENT SYSTEM and 44 42 13 AIR STRIPPER SYSTEM AND ASSOCIATED EQUIPMENT). The OEM shall factory-test the air stripper/GETS control panel and all connections to the system motors, instrumentation and related components as a complete assembly prior to delivery to the Site.

The GTP building power panel shall be provided as indicated in the Design Drawings and in accordance with the Technical Specifications (specifically in Section 13 34 19

PREFABRICATED EQUIPMENT BUILDING – GROUNDWATER TREATMENT

SYSTEM). This panel shall provide power to components associated with the GTP building and GETS which include, but are not limited to, the air stripping equipment, downhole submersible pumps and VFDs, air stripper/GETS control panel, GTP building lights, receptacles, and HVAC components.

4.4 Provide Instrumentation for the GTP System (Task 004)

supplies, transportation, and articles necessary for provision of the GTP instrumentation and control components indicated in the Design Drawings and in accordance with the Technical Specifications (specifically in Section 13 34 19 PREFABRICATED EQUIPMENT BUILDING

– GROUNDWATER TREATMENT SYSTEM and Section 44 42 13 AIR STRIPPER SYSTEM AND ASSOCIATED EQUIPMENT). The supplied equipment is to include, but is not limited to, VFDs for the individual extraction wells, all flow meters, pressure/level transmitters, pressure indicators (gauges), and level switches. All equipment shall be installed by the OEM prior to shipment with the exception of the pumping well level transducers and associated control wiring and the downhole pumps, which will be provided by the OEM for installation by Others (RA Contractor or Electrical Subcontractor).

4.5 Proof Testing and Certification of the GTP System (Task 005) supplies, transportation, and articles necessary for proof testing and certification of the assembled GTP system and building, to the extent technically possible before shipment. Argonne and/or its technical representative reserves the right to visit the OEM’s shop to witness proof testing and certification of the system prior to shipment.

4.6 Transportation/Delivery of the GTP System and GTP Building (Task 006) supplies, transportation, and articles necessary for transportation of the assembled GTP system, related GETS components, and GTP building discussed in this SOW and detailed in the Design Drawings and the Technical Specifications. Delivery to the GTP location at the Site shall be coordinated with Argonne, the RA Contractor, and the property owner(s). The GTP system, related components, and GTP building shall be delivered to the Site in good working order and in undamaged condition. During delivery the OEM shall maintain control of personnel, vehicles, equipment, and materials while on site. All wrapping materials, boxes, bags, and trash shall be containerized and disposed of after delivery to avoid unsightly appearances. The OEM is responsible for any damage that occurs to the equipment during transportation and damaged equipment shall be replaced or repaired by the OEM within three (3) working days.

4.7 Virtual and/or On-Site Startup Assistance (Task 007)

The OEM shall provide assistance during start-up by phone and email interactions. As an optional bid item, if requested, the OEM shall travel to the Site to assist with commissioning and startup of the treatment system once installed.

4.8 Documentation and Final Acceptance (Task 008)

The OEM shall prepare and submit a final operation and maintenance (O&M) manual specific to the operation of the GTP system and GTP building as constructed. In addition to instructions on the operation of the system, the O&M manual shall include all component O&M manuals, vendor contact information for all equipment and consumable supplies, and as-built drawings of the complete Agra GTP system.

Final acceptance of the GTP system and GTP building will be contingent on inspections of the equipment at the end of the startup/shakedown period and review of the required final documents.

The inspections and document reviews will be conducted by Argonne and/or a designated Argonne Representative.

5.0 Delivery

The GTP system, related components, and the GTP building shall be delivered in accordance with requirements defined in Section 4.6 of this SOW.

All documentation deliverables that are required, and other associated requirements, are provided throughout the individual Technical Specifications referenced in Section 2.0 of this SOW. Section 01 33 00 SUBMITTALS (in Attachment 2) provides submittal requirements, and a summary list of required submittals for approval is provided in the Submittal Register included at the end of that Section.

6.0 Government-Furnished Property

No Governmental Furnished Property (GFP) shall be provided for this Work.

7.0 Security

There are no special security requirements for this Work.

8.0 Place of Performance

The place of performance for the majority of this Work shall be provided at the OEM’s manufacturing facilities or home office.

Delivery of the GTP system, related components, and GTP building shall be provided to the Site in Agra, KS. The specific locations of extraction wells, the GTP and building, and associated piping etc., are indicated in the Design Drawings, specifically in Drawings C-01 and C-02.

9.0 Period of Performance

TBD.

Attachment 1 - Design Drawings

G-01 Cover Sheet G-02 General Notes, Abbreviations, and Legend C-01 Existing Site Plan C-02 Site Layout Plan C-03 Well Vault Details C-05 Civil Details P-01 Groundwater Extraction and Treatment System P&ID P-02 Groundwater Treatment Effluent Piping P&ID M-01 Groundwater Treatment Building General Arrangement

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C-02 SITE LAYOUT PLAN

C-03 WELL VAULT DETAILS

C-04 TRENCHING DETAILS

C-05 CIVIL DETAILS

P-01 GROUNDWATER EXTRACTION/TREATMENT SYSTEM P&ID

P-02 GROUNDWATER TREATMENT DISCHARGE PIPING P&ID

M-01 GROUNDWATER TREATMENT BUILDING GENERAL ARRANGEMENT

FINAL DESIGN DRAWINGS

REMEDIAL SYSTEM ENGINEERING DESIGN

AGRA, PHILLIPS COUNTY, KANSAS

PREPARED FOR ARGONNE NATIONAL LABORATORY

CONTRACT: DE-AC02-06CH11357

G-01

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EXTRACTION WELL VAULT

QUICK DISCONNECT FITTING

SAMPLE POINT

BALL VALVE

CHECK VALVE

REDUCER

UNION

REMOVABLE CAP

SOLENOID VALVE

GROUNDWATER TREATMENT

SYSTEM CONTROL PANEL

DRAINAGE PORT

OVERHEAD POWER LINE

UNDERGROUND COMMUNICATION LINE

LIMITS OF DISTURBANCE

GWRR RIGHT-OF-WAY

GRAVEL

SAND

CALLOUT

EXPOSED SOIL

ABBREVIATIONS

ANL ARGONNE NATIONAL LABORATORY

DPI DIFFERENTIAL PRESSURE INDICATOR

DPSH DIFFERENTIAL PRESSURE SWITCH HIGH

FI FLOW INDICATOR

GWRR GENESEE WYOMING RAILROAD

GWTP GROUNDWATER TREATMENT PLANT

HDPE HIGH DENSITY POLYETHYLENE

HS HAND SWITCH

LAHH LEVEL ALARM HIGH HIGH

LS LEVEL SWITCH

LT TRANSMITTER

PI PRESSURE INDICATOR

PSH PRESSURE SWITCH HIGH

PSL PRESSURE SWITCH LOW

PVC POLYVINYL CHLORIDE

SP SAMPLE PORT

VR VOLTAGE RELAY

LEGEND GENERAL NOTES

1. LOCATIONS OF ALL EXISTING UTILITIES AND STRUCTURES ARE BASED

ON THE BEST AVAILABLE INFORMATION AND NOT WARRANTED TO BE

EXACT, NOR IS IT WARRANTED THAT ALL ARE SHOWN. CONTRACTOR

SHALL VERIFY UTILITY LOCATIONS PRIOR TO INTRUSIVE ACTIVITIES.

2. THE CONTRACTOR SHALL BECOME SATISFIED AS TO THE CONDITIONS

EXISTING WITHIN EACH AREA, THE TYPE OF EQUIPMENT REQUIRED TO

PERFORM THE WORK, AND THE CHARACTER AND QUALITY OF THE

SUBSURFACE MATERIALS TO BE ENCOUNTERED IN SO FAR AS THIS

INFORMATION IS REASONABLY ASCERTAINABLE FROM AN INSPECTION

OF THE SITE, AS WELL AS INFORMATION PRESENTED BY THE

CONTRACT DRAWINGS AND SPECIFICATION 31 00 00 EARTHWORK.

3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING

ALL EXISTING SITE IMPROVEMENTS OR STRUCTURES. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO SATISFY THEMSELVES THAT ALL

THE EXISTING SITE IMPROVEMENTS WHETHER SHOWN ON THESE

CONTRACT DRAWINGS OR NOT HAVE BEEN PROPERLY LOCATED.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT SAFETY

INCLUDING BUT NOT LIMITED TO TRENCHING, BACKFILL, AND

COMPACTION.

5. THE ARGONNE NATIONAL LAB (ANL) WILL OBTAIN THE ACCESS

AGREEMENTS NECESSARY TO PROVIDE SITE ACCESS FOR

INSTALLATION OF THE REMEDIATION SYSTEM. THE CONTRACTOR IS

NOT TO PERFORM WORK ON ANY PROPERTIES WITHOUT AN ACCESS

AGREEMENT.

6. THE CONTRACTOR SHALL LIMIT THEIR ACTIVITIES TO WITHIN THE

WORK AREAS SHOWN ON THE CONTRACT DRAWINGS. WORK

CONDUCTED OUTSIDE OF WORK AREAS, IF REQUIRED, SHALL BE

COORDINATED WITH ANL.

7. THE CONTRACTOR SHALL RESTORE ALL DAMAGED AREAS TO THEIR

ORIGINAL CONDITION. ALL EXCESS MATERIAL AND SOIL SHALL BECOME

THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE PREPARED

AS REQUIRED PRIOR TO USE ON SITE OR FOR DISPOSAL AT AN

APPROVED OFF-SITE FACILITY.

8. THE TERM "ACCEPTABLE" SHALL MEAN WRITTEN ACCEPTANCE TO BE

RECEIVED FROM ANL BEFORE WORK IS STARTED.

9. ANY DEVIATIONS FROM THE CONTRACT DRAWINGS OR

SPECIFICATIONS MUST BE ACCEPTED IN WRITING PRIOR TO THE WORK

BEING DONE AS PER SPECIFICATION 01 33 00 SUBMITTAL

PROCEDURES. ANY DEVIATIONS PERFORMED WITHOUT ACCEPTANCE

WILL NOT BE PAID FOR AND MAY BE REQUIRED TO BE REDONE AT THE

CONTRACTOR'S EXPENSE.

10. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE CONTRACT

DOCUMENTS AT THE WORK SITE AS SPECIFIED IN SPECIFICATION 01 33

00.

11. SEE INDIVIDUAL SHEETS FOR ADDITIONAL ABBREVIATIONS, SYMBOLS,

LEGENDS, DETAILS, AND NOTES.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SITE

SECURITY FOR THE CONTRACTOR'S FACILITIES AND EQUIPMENT

WITHIN THE LIMITS OF THE CONTRACT.

13. TRENCHING AND BACKFILL ACTIVITIES SHALL BE PERFORMED IN

ACCORDANCE WITH THE REQUIREMENTS OF THE PERFORMANCE

WORK STATEMENT, SPECIFICATION 31 00 00, AND THE CONTRACTOR'S

APPROVED SITE HEALTH AND SAFETY PLAN. APPROPRIATE HEALTH

AND SAFETY MEASURES AND TRAINING WILL BE REQUIRED AT THE

PROJECT SITE. ALL ONSITE WORK MUST COMPLY WITH GWRR

REQUIREMENTS.

RESTORATION PLAN NOTES

(REFER TO SPECIFICATION 32 92 19 SEEDING FOR ADDITIONAL INFORMATION)

1. UPON COMPLETION OF FINISH GRADING, SCARIFY OR TILL THE GROUND

SURFACE TO A MINIMUM OF 3 INCHES TO ALLEVIATE COMPACTION.

TILLAGE SHALL BE DONE PARALLEL TO THE CONTOUR.

2. PERMANENT SEEDING (PS) WILL BE USED TO ACHIEVE FINAL

STABILIZATION OF THE SITE AND SHALL BE NATIVE GRASS OR TURF

SIMILAR TO WHAT IS EXTANT AT THE SITE. NO SEEDING WILL BE

REQUIRED IN CROP AREAS.

3. FOR CONVENTIONAL SEEDING, SEEDING SHALL BE DONE ON A FRESHLY

PREPARED SEEDBED. USE A DRILL, ROTARY SEEDER, OTHER

MECHANICAL SEEDER, OR HAND SEEDING TO DISTRIBUTE THE SEED

UNIFORMLY OVER THE AREA TO BE TREATED. COVER THE SEED

LIGHTLY WITH 1/8 TO 1/4 INCH OF SOIL FOR SMALL SEED AND 1/2 INCH

FOR LARGE SEED.

4. USE OF FERTILIZER, MULCH, AND WATER ARE NOT REQUIRE, ALTHOUGH

THEY ARE RECOMMENDED AS A ONE-TIME USE FOR SEED TO

ESTABLISH.

5. ANY RESEEDING AND MAINTENANCE REQUIRED SHALL BE PERFORMED

BY THE O&M CONTRACTOR TO BE DETERMINED BY ANL.

ELECTRICAL/COMMUNICATION PULL BOX

ROTAMETER / FLOW INDICATOR

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EXISTING TREATMENT

BUILDING FENCE

GENESEE & WYOMING RAILROAD RAIL LINES

ROW CROPS

NOTES:

1. LOCATION AND CONDITION OF EXISTING SITE FEATURES ARE ESTIMATES.

REMEDIAL ACTION CONTRACTOR SHOULD VERIFY CONDITION AND

LOCATION OF ALL EXISTING SITE IMPROVEMENTS.

2. EXISTING TREATMENT BUILDING SHALL BE REMOVED AND REPLACED WITH

NEW GROUNDWATER TREATMENT PLANT (GWTP).

3. EXISTING POWER DROP IS FROM THE POWER POLE ADJACENT TO THE

EXISTING TREATMENT BUILDING.

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SW TREATMENT SYSTEM

BUILDING CORNER

N: 39.763947

E: -99.118872 ROW WARNING SIGN

N:39.763922 E:-99.118653

ROW WARNING SIGN

N:39.763925 E:-99.117456

LIMIT OF DISTURBANCE IS 30 FEET NORTH AND 10

FEET SOUTH OF PIPE ALIGNMENT TYPICAL FOR ALL

35.1951MINIMUM OFFSET = 35'

MILEPOST 272.54

N:39.763889 E:-99.117222

OFFSET AT ROAD = 50'

A C-04

TRENCH SHALL BE PLACED

AT LOCATION OF EXISTING

SVE LINES

A C-04

DRIVEWAY

DRIVEWAY

O E

O E

O E

O E

O E

O E

O E

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

G

AS

G

AS

G

AS

G

AS

G

AS

T T

T

T T

T G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

35.1951MINIMUM OFFSET = 35'

B

C-04

B

C-04

71.1478OUTFALL OFFSET ~70'

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1"=40'

N

BOTTOMTOP

NOTES:

1. OUTFALL PIPING SHALL BE INSTALLED USING HORIZONTAL BORING TECHNIQUES UNDER ROAD RIGHT OF WAYS AND FOR THE CONNECTION

TO THE OUTFALL STRUCTURE.

2. IT IS RECOMMENDED THE REMAINDER OF THE OUTFALL PIPING BE INSTALLED USING HORIZONTAL BORING TECHNIQUES; HOWEVER, USE

OF OPEN TRENCHING METHODS IS ALSO ACCEPTABLE.

3. IF POSSIBLE, THE EXISTING 3-INCH PVC CONDUITS FROM THE SVE SYSTEM CAN BE USED FOR COMMUNICATION AND ELECTRICAL LINES TO

THE WELLS. IF USED, THEY WOULD NEED TO BE CONNECTED TO THE TREATMENT BUILDING

4. THE RA CONTRACTOR IS RESPONSIBLE FOR CONTACTING UTILITY COMPANIES TO COORDINATE UTILITY CROSSINGS. SOFT DIGGING

TECHNIQUES MAY BE USED TO LOCATE THE UTILITY IF REQUESTED BY THE UTILITY COMPANY.

5. EXISTING GRADE NEAR OUTFALL TO TURNER CREEK IS APPROXIMATELY 1:1 OR 1:1.5. SLOPE BORING TO ACCOMMODATE STEEP GRADE

NEAR CREEK.

6. THE OUTFALL STRUCTURE AND PIPING SHOULD BE INSTALLED THROUGH THE EXISTING CLEARING IN THE TREES NEAR TURNER CREEK.

7. RESTORATION AND SEEDING IS REQUIRED FOR ALL AREAS DISTURBED ALONG THE CONVEYANCE AND OUTFALL PIPELINES.

RETAIN LOCATION OF POWER POLE. METER AND ELECTRIC MAST MAY BE MOVED TO NEW BUILDING.

ROUTING TO WELLS MAY BE FIELD FIT TO AVOID IMPACT TO EXISTING WELLS

ELECTRICAL AND COMMUNICATIONS PULL BOXES TO BE INSTALLED MIDWAY AND AS NEEDED

GRAVEL PAD WITH TREATMENT BUILDING

MONITORING WELL LARGE DIAMETER BOREHOLE

C

EN

TE

R

S T.

M

AI

N S

T.

TURNER CREEK

END BORING

OUTFALL STRUCTURE

N:39.764022 E:-99.125656

END BORING

ROW WARNING SIGN

N:39.763906 E:-99.123103

END BORING

START BORING

ROW WARNING SIGN

N:39.763889 E:-99.119081

START BORING

ROW WARNING SIGN

N:39.763906 E:-99.122822

START BORING

ROW WARNING SIGN

N:39.76390 E:-99.124408

EXTRACTION WELL

FORMER TREATMENT BUILDING AND FENCING SHALL BE REMOVED AND AREA RESTORED.

DETAIL

EXTRACTION WELL SCHEMATIC

NTS

A C-03

ELECTRICALLY POWERED

SUBMERGED PUMP

SCHEMATIC

NOT TO SCALE

GROUND SURFACE

WITHIN VAULT

DETAIL

EXTRACTION WELLHEAD VAULT PLAN (SHOWN WITHOUT COVER)

NTS

B C-03

DETAIL

EXTRACTION WELLHEAD VAULT PLAN "SECTION A-A"

NTS

C C-03

SCHEMATICS

NOT TO SCALE

SCHEMATIC

NOT TO SCALE

TOTAL DEPTH:

GWEX 2,3,5 - 63 FT. BGS

SEE NOTE 8

NOTES:

(FOR ADDITIONAL INFORMATION SEE SPECIFICATION 40 05 13 PIPELINES, LIQUID PROCESS

PIPING)

1. USE MINIMUM 1/8" NYLON COATED TYPE 304 STAINLESS STEEL WIRE ROPE. ATTACH

TO EYELET ON TOP OF PUMP AND TO THE FLANGED WELL SEAL. USE STAINLESS

THREADED CONNECTOR QUICK LINKS, THIMBLES AND WIRE ROPE CLIPS TO ATTACH

THE WIRE ROPE TO THE PUMP.

2. SET METAL VAULT OVER EXTRACTION WELL CASING AND 2, 2-INCH DIAMETER

CONDUITS AS INDICATED. GWEX 2, 3, AND 5 ARE INSTALLED IN EXISTING 8-INCH WELL

CASINGS. BACKFILL VAULT AS SPECIFIED ON NOTE 5.

3. WATER LINE CONNECTION TO WELLS SHALL BE WITH A 2-INCH, 304 STAINLESS STEEL

PITLESS ADAPTER AQUA SCIENCE MODEL P-200-SS OR EQUIVALENT. ADAPTER SHALL

BE INSTALLED BELOW THE FROST LEVEL OF 48" BGS.

4. INSTALL WATER DISCHARGE AND ELECTRIC SUPPLY WITH VALVES AND FITTINGS AS

SHOWN ON SHEET P-01 AND AS RECOMMENDED BY THE ELECTRIC GROUNDWATER

PUMP SUPPLIER. WATER HOSE SHALL BE GOODYEAR, HORIZON, GENERAL PURPOSE,

SYNTHETIC RUBBER HOSE, 200 PSI AND -40 F TO 190 F TEMPERATURE RANGE RATED

OR EQUAL.

5. BACKFILL AROUND VAULT USING CLEAN, COMPACTED NATIVE SOILS IN LOOSE LIFTS,

NOT TO EXCEED 8". USE 3/4 INCH, CLEAN GRAVEL WHEN BACKFILLING INSIDE VAULT.

6. ADD 1-INCH THICK LAYER OF RIGID INSULATION TO BOTTOM OF ACCESS LID.

7. INFLUENT LINE SHALL CONNECT TO THE PITLESS ADAPTER BELOW THE FROST LEVEL

OF 48" BGS.

8. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING THE WELL CASING DOWN TO

ITS FINAL ELEVATION.

1/8" NYLON COATED SS WIRE ROPE (SEE NOTE 1)

1" ID FLEXIBLE WATER DISCHARGE HOSE (SEE NOTE 4)

INSULATED ELECTRIC SUPPLY LINE (SEE NOTE 4)

NEMA 4X ELECTRICAL J-BOX

METAL WELL VAULT WITH TRAFFIC RATED WATERPROOF ACCESS HATCH

TO GROUNDWATER

TREATMENT BLDG.

2" SDR 11 HDPE INFLUENT PIPE. SEE

TYPICAL TRENCH SECTIONS, SHEET

C-04, SEE NOTE 7

UP TO 2" SCH 80 PVC

TRANSDUCER CABLE CONDUIT

COMPACTED IMPERVIOUS BACKFILL

MATERIALS, TYP. AROUND ENTIRE VAULT

(SEE NOTE 5)

FIRM UNDISTURBED EARTH

2" SCH 80 PVC

ELECTRIC SUPPLY CONDUIT

PITLESS ADAPTER

(SEE NOTE 3)

1'-6"

1'-6"

8" DIAMETER WELL CASING

LEAVE WELL EXTENDED 3"

ABOVE FLOOR OF VAULT

NEMA 4X ELECTRICAL J-BOX

2" SCH 80 PVC ELECTRIC

SUPPLY CONDUIT EXTEND

6" ABOVE VAULT FLOOR

TO REMEDIAL

EQUIPMENT BLDG.

2" SDR 11 HDPE INFLUENT PIPE. SEE TYP.

TRENCH SECTIONS, SHEET C-04 AND SITE

PLAN, SHEET C-02

UP TO 2" PVC SCH 80 COMMUNICATION

CONDUIT INTO VAULT (NOTE 2)

EXTEND 2" PVC SCH 80 ELECTRICAL

CONDUIT 6" ABOVE VAULT FLOOR

3" 9" 6"

6"

3"

4.5"

Centerline

Centerline

Centerline Centerline

TRANSDUCER CABLE

GWEX 2, 3, 5

Centerline 4.5"

FLANGED WELL SEAL

SEE DRAWING P-01

TRANSDUCER CABLE

TO GROUNDWATER

TREATMENT BLDG.

TRANSDUCER

VAULT WALLS

CABLES, PIPING, AND

WIRING TO PUMP -

SEE NOTE 1

CONCRETE PAD - EXTENDS MIN 12" OUTSIDE EXTRACTION WELL VAULT AND/OR MIN 12" OUTSIDE VAULT OF ADJACENT EXISTING MONITORING WELL IF ONE IS PRESENT, x MIN 4" THICK

48" MIN.

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GEOTEXTILE FABRIC, GEOGRID

STABILIZATION FABRIC

GRAVEL PAD

GROUND

SURFACE

VARIES

SEE M-01

BUILDING GRAVEL PAD A

C-05SCALE: 1"=1'

GROUND

SURFACE

0'-6"

PIPING BLOCKOUT PLAN VIEW C

C-05SCALE: NTS'

PIPING BLOCKOUT SIDE VIEW LOOKING NORTH B

C-05SCALE: NTS'

SLOPE - NOTE 2

2' WIDE X 3' LONG X 6" THICK STONE DIAMETER D50=6"

APRON PAD WITH GEOTEXTILE FABRIC LINER, EXTEND

PAD UNDER END OF PIPE TO STABILIZE APRON, NOTE 4

FIELD-ENGINEER A COVERING OF WIRE MESH TO ALLOW

FLOW WHILE PREVENTING ENTRY BY RODENTS AND INSECTS

2" SDR 11 HDPE OUTFALL PIPING, NOTE 2

FLOW LINE, NOTE 3

FIRM, UNDISTURBED SOIL

FIRM, UNDISTURBED SOIL

2" HDPE OUTFALL STRUCTURE D

C-05SCALE: NTS'

NOTES:

1. EXTEND RIP RAP ABOVE OUTFALL STRUCTURE 1 FOOT ON EACH

SIDE AND 3 FEET IN LENGTH TO FACILITATE PROTECTION OF THE

OUTFALL STRUCTURE.

2. SLOPE BORED LENGTH OF 2" HDPE PIPE SO IT DOES NOT

PROTRUDE FROM GROUND SURFACE PRIOR TO OUTFALL

STRUCTURE.

3. FLOW LINE IS ANTICIPATED TO BE AS CLOSE TO NATURAL FLOW

LINE OF TURNER CREEK AS POSSIBLE.

4. GEOTEXTILE FABRIC SHALL BE USED UNLESS IT IS UNFEASIBLE TO

DO SO.

STONE RIP RAP DIAMETER D50=6" WITH

GEOTEXTILE FABRIC LINER, NOTE 1

STRIP AND REMOVE TOPSOIL/ORGANIC

MATERIAL AND ROLL SUBGRADE PRIOR TO

INSTALLING BUILDING GRAVEL PAD

NATIVE BACKFILL

48"

6"

INFLUENT PIPING

SAND

GROUND

SURFACE

6" MIN.

ELECTRICAL/COMM PIPING

EFFLUENT PIPING

STEEL CONTAINER WALL

BUILDING FLOORBLOCKOUT IN FLOOR

BLOCKOUT POSITION TO BE

DETERMINED BY BUILDING

FABRICATOR

2' x 3' BLOCKOUT FOR

PIPE PENETRATIONS

48"

NON-SHRINK GROUT

FILL BLOCKOUT WITH

NON-SHRINK GROUT

SOUTHEAST BUILDING

CORNER

N

MIN. DIMENSION

BETWEEN PIPES IS 6"

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TURNER CREEK

OUTFALL STRUCTURE

GROUND SURFACE

2" HDPE

2" PVC

1/2" SP

FM-004

PI

10X

1" DRAIN

2" PVC

TO DWG. P-01

2"X3/4" RED.

3/4"x2" RED.

FROM DWG. P-01

AIR STRIPPER

TREATMENT

BLDG. PIPING

FIELD PIPING

BUILDING EXTERIOR

NOTES:

1. FLOWMETER MUST BE ON LIST OF APPROVED METERS FROM THE

KANSAS DEPARTMENT OF AGRICULTURE.

2"x1" RED.

PVC TO HDPE FLANGE

BUILDING FLOOR

SEE

NOTE 1

FT-104

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4-TRAY AIR STRIPPER

1'x1'X0.5' FLOOR SUMP

SEQUESTRANT

ADDITION POINT

GRAVEL

SEE DETAIL A C-05

HEATER

FLOOR-LEVEL

LOUVER W/SCREEN

FLOOR-LEVEL

LOUVER W/SCREEN

EXHAUST FAN

1. TREATMENT BUILDING SHALL BE PAINTED,

RE-PURPOSED 20'X8' SHIPPING CONTAINER

PREFABRICATED AND DELIVERED TO THE PROJECT

SITE.

2. TREATMENT BUILDING SHALL BE HEATED, AND

VENTILATED.

3. POWER SUPPLIED IS 3-PHASE, 200 AMP, 120/277

VOLT. TRANSFORMER AND ELECTRICAL SERVICE

WEATHERHEAD MUST BE IN ACCORDANCE WITH

LOCAL STANDARDS AND REQUIREMENTS

4. ALL EXPOSED, ABOVE GROUND WATER PIPING

SHALL BE HEAT TRACED ACCORDING TO

MANUFACTURER'S SPECIFICATIONS AND

RECOMMENDATIONS.

5. STEEL, SCREW-IN, GROUND ANCHORS, NO LESS

THAN 48" IN LENGTH, SHALL BE INSTALLED AT EACH

CORNER OF THE TREATMENT BUILDING. ANCHORS

SHALL BE PLACED ADJACENT TO THE BUILDING

AND MAY BE INSTALLED AT UP TO 15 DEGREES

FROM VERTICAL TO ALLOW PLACEMENT AS CLOSE

AS POSSIBLE TO MINIMIZE TRIPPING HAZARDS

ONCE INSTALLED.

6. ANCHORS INSTALLED AT THE BUILDING CORNERS

SHALL BE CONNECTED TO THE TREATMENT

BUILDING USING A MINIMUM 3/8" DIAMETER

CORROSION RESISTANT METAL CABLE WITH A

MINIMUM OF TWO WIRE-ROPE CLIPS PER

CONNECTION POINT.

7. PROVIDE BLOCKOUT IN THE STEEL ENCLOSURE

FOR PIPE PENETRATIONS AS INDICATED, WITH

PIPES ENTERING AND EXITING THE BUILDING

THROUGH THE FLOOR BLOCKOUT. BLOCKOUT

SHALL BE FILLED WITH NON-SHRINK GROUT.

BLOCKOUT LOCATION TO BE DETERMINED BY

BUILDING FABRICATOR

8. GRAVEL LOT SHALL BE GRADED TO DRAIN.

9. BUILDING TO BE INSTALLED LEVEL IN BOTH

DIRECTIONS TO ENSURE LEAK DETECTION SYSTEM

WORKS AS DESIGNED

NOTES: 32"X6" BLOCKOUT,

AND DETAIL C C-05

TRENCHING TO

CONTINUE UNTIL

BORING CAN BE MET 8.0'

20.0'

6.0'

27.0'

3.0'

12.0'

13.0'

APPROXIMATELY 35'

ACCESS TO

MAIN ST.

2'x3' BLOCKOUT IN FLOOR, SEE NOTE 7 AND DETAILS

B AND C ON C-05

CONTROL

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Attachment 2 - Technical Specifications

01 11 00 Summary of Work (excerpt) 01 33 00 Submittal Procedures (OEM specific) 13 34 19 Prefabricated Equipment Building – Groundwater Treatment System 40 05 13 Pipelines, Liquid Process Piping 44 42 13 Air Stripper System and Associated Equipment

FINAL REMEDIAL SYSTEM ENGINEERING DESIGN AGRA, KANSAS

TABLE OF CONTENTS REV 0

TECHNICAL SPECIFICATIONS

August 22, 2022

Division Section Title Pages

DIVISION 01

01 11 00 5 01 33 00 16 01 35 29.13

GENERAL REQUIREMENTS

SUMMARY OF WORK

SUBMITTAL PROCEDURES (OEM specific)

HEALTH, SAFETY, AND EMERGENCY RESPONSE

PROCEDURES FOR CONTAMINATED SITES 8

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS 3

01 78 00 CLOSEOUT SUBMITTALS 4

DIVISION 13 SPECIAL CONSTRUCTION

13 34 19 PREFABRICATED EQUIPMENT BUILDING –

GROUNDWATER TREATMENT SYSTEM 9

DIVISION 31 EARTHWORK

31 00 00 EARTHWORK 8

DIVISION 40 PROCESS INTERCONNECTIONS

40 05 13 PIPELINES, LIQUID PROCESS PIPING 19

DIVISION 44 POLLUTION AND WASTE CONTROL EQUIPMENT

44 42 13 AIR STRIPPER SYSTEM AND ASSOCIATED EQUIPMENT 4

END OF TABLE OF CONTENTS

Issued for Construction on Monday, August 22, 2022 by Royce Face, P.E.

Kansas Professional Engineer License #PE13303 rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out rsedivy Cross-Out

Line rsedivy Line rsedivy Line rsedivy Line rsedivy Line

Remedial System Engineering Design Agra, KS

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

(excerpt) 8/22

1.2.1 Project Background

A. The Commodity Credit Corporation of the U.S. Department of Agriculture (CCC/USDA) (Site) is located in Agra, Phillips County, Kansas. The Site is located on the east side of Main Street on the Genesee and Wyoming Railroad (GWRR) right-of-way just north of the tracks in Agra, KS and the area to be disturbed during this project is expected to be under an acre, see below.

B. The Site has been under investigation since the Kansas Department of Health and Environment (KDHE) discovered carbon tetrachloride in the groundwater in 1985. Carbon tetrachloride concentrations have consistently exceeded the Maximum Contaminant Level (MCL). KDHE installed multiple monitoring wells between 1987 and 1998 to further study the carbon tetrachloride contamination of the groundwater. CCC/USDA continued the study between 1995 to present with various tests and an Interim Measure taking place to study and partially remove some of the of carbon tetrachloride in groundwater and soils.

1.2.2 Location

The work is located at an unaddressed parcel of land north of Agra on Main Street just north of the GWRR in Agra, KS and is a less than 1-acre parcel of land. The parcel is an elongated irregular shape that primarily runs east-west between a well field and a groundwater treatment plant (GTP) and east-west from the GTP to Turner Creek, as indicated on the Contract Drawings. The area where work will be conducted is all along the parcel.

1.2.3 Applicable or Relevant and Appropriate Requirements (ARARs)

Argonne National Lab on behalf of CCC/USDA completed the Corrective Action Study (CAS) in 2018 which recommended cleanup levels based on chemical-specific ARARs as stated in Section 4.2.2 and subsequent sections of the Agra CAS. The cleanup levels were officially established in Section 4.2.2 of the Agra CAS.

Section 01 11 00 Page 2

1.2.3.1 Clean Up Goals

The 2018 CAS clean up goals for groundwater contaminants of concern to meet RAOs are listed in Table 1.

Table 1 Contaminants of Concern Groundwater Cleanup Levels (µg/L)

VOCs

Carbon tetrachloride 5

Chloroform 80

1.2.4 Selected Remedy

A. The 2018 CAS indicated that the treatment process would include installation of 3 groundwater extraction wells to extract the contaminated groundwater and convey it to a constructed groundwater treatment system for treatment. It was anticipated that the extracted groundwater would be treated by an aeration system installed within the treatment building and sized to accommodate the long-term flow rate(s) determined from the extraction well test pumping. In the Final Basis of Design in 2022 it was recommended that the aeration system consist of a 4-tray aeration system to accommodate the long-term flow rates from the test pumping.

B. The selected remedy for treatment of carbon tetrachloride and chloroform in the groundwater at the Site consists of: (1) constructing an extraction/treatment system to extract groundwater from the area of highest groundwater contamination to prevent further migration, (2) treating contaminated groundwater, (3) discharging treated water to Agra Lake by way of Turner Creek west of the treatment building, and (4) performing long-term monitoring. A remedial design was prepared for implementing a groundwater extraction and treatment system for the Site.

Design Drawings are provided with the Contract Documents.

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SECTION 01 33 00

SUBMITTAL PROCEDURES

8/22

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

A. Submittal requirements are specified in the technical sections. Examples and descriptions of submittals identified by the Submittal Description (SD) numbers and titles follow:

B. SD-01 Preconstruction Submittals

a. Submittals that are required prior to or commencing with the start of work on site. Submittals that are required prior to or at the start of construction (work) or the next major phase of the construction on a multiphase contract.

b. Preconstruction Submittals include schedules and a tabular list of locations, features, and other pertinent information regarding products, materials, equipment, or components to be used in the work.

C. SD-02 Shop Drawings

a. Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

b. Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

c. Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

D. SD-03 Product Data

a. Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

b. Samples of warranty language when the contract requires extended product warranties.

E. SD-05 Design Data

a. Design calculations, mix designs, analyses or other data pertaining to a part of work.

b. Design submittals, design substantiation submittals and extensions of design submittals.

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F. SD-06 Test Reports

a. Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. Unless specified in another section, testing must have been within three years of date of contract award for the project.

b. Report that includes findings of a test required to be performed on an actual portion of the work or prototype prepared for the project before shipment to job site.

c. Report that includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

G. SD-07 Certificates

a. Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that the product, system, or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

b. Document required of Contractor, or of a manufacturer, supplier, installer or Subcontractor through Contractor. The document purpose is to further promote the orderly progression of a portion of the work by documenting procedures, acceptability of methods, or personnel qualifications.

H. SD-08 Manufacturer's Instructions

a. Preprinted material describing installation of a product, system or material, including special notices and (SDS)concerning impedances, hazards and safety precautions.

I. SD-10 Operation and Maintenance Data

a. Data provided by the manufacturer, or the system provider, including manufacturer's help and product line documentation, necessary to maintain and install equipment, for operating and maintenance use by facility personnel.

b. Data required by operating and maintenance personnel for the safe and efficient operation, maintenance and repair of the item.

c. Data incorporated in an operations and maintenance manual or control system.

J. SD-11 Closeout Submittals

a. Special requirements necessary to properly close out a contract. For example, Record Drawings and as-built drawings.

Section 01 33 00 Page 3

1.1.2 Approving Authority

Office or designated person authorized to approve the submittal.

1.1.3 Work

As used in this section, on-site and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction. In exception, excludes work to produce SD-01 submittals.

1.2 SUBMITTALS

ANL approval is required for submittals with an "A" designation; submittals not having an "A" designation are for information only “FIO”. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Construction Management Plan (see Section 01 11 00); A

Site Safety and Health Plan; A

Submittal Register

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Argonne National Lab (ANL) Approved (A)

A. ANL approval is required for extensions of design, critical materials, variations, equipment whose compatibility with the entire system must be checked, and other items as designated by the ANL.

B. ANL approval is required for any variations from the Solicitation or the

Accepted Proposal and for other items as designated by the ANL.

1.3.2 For Information Only

Submittals not requiring ANL approval will be for information only.

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Submittal Format

1.4.2.1 Format of SD-01 Preconstruction Submittals

A. When the submittal includes a document that is to be used in the project, or is to become part of the project record, other than as a submittal, do not apply the Contractor's approval stamp to the document itself, but to a separate sheet accompanying the document.

B. Provide data in the unit of measure used in the contract documents.

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Section 01 33 00 Page 4

1.4.2.2 Format for SD-02 Shop Drawings

A. Provide shop drawings not less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full-size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless another form is required. Ensure drawings are suitable for reproduction and of a quality to produce clear, distinct lines and letters, with dark lines on a white background.

a. Include the nameplate data, size, and capacity on drawings. Also include applicable federal, military, industry, and technical society publication references.

b. Dimension drawings, except diagrams and schematic drawings. Prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

B. Present shop drawings sized 11 by 17 inches as part of the bound volume for submittals if hard copies are requested by ANL. Present larger drawings in sets. Submit an electronic copy of drawings in PDF format.

1.4.2.2.1 Drawing Identification

A. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph

IDENTIFYING SUBMITTALS.

B. Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location next to the title block.

Place the ANL contract number in the margin, immediately below the title block, for each drawing.

C. Reserve a sufficiently sized blank space on the right-hand side of each sheet for the ANL disposition stamp.

1.4.2.3 Format of SD-03 Product Data

A. Present product data submittals for each section as a complete, bound volume. Include a table of contents, listing the page and catalog item numbers for product data. Submit an electronic copy in PDF format.

B. Indicate, by prominent notation, each product that is being submitted;

indicate the specification section number and paragraph number to which it pertains.

1.4.2.3.1 Product Information

A. Supplement product data with material prepared for the project to satisfy the submittal requirements where product data does not exist. Identify this material as developed specifically for the project, with information and format as required for submission of SD-07 Certificates.

B. Provide product data in units used in the Contract documents. Where product data are included in preprinted catalogs with another unit, submit the dimensions in contract document units, on a separate sheet.

Section 01 33 00 Page 5

1.4.2.3.2 Standards

Where equipment or materials are specified to conform to industry or technical-society reference standards of such organizations as the American National Standards Institute (ANSI), ASTM International (ASTM), National Electrical Manufacturer's Association (NEMA), Underwriters Laboratories (UL), or Association of Edison Illuminating Companies (AEIC), submit proof of such compliance. The label or listing by the specified organization will be acceptable evidence of compliance. In lieu of the label or listing, submit a certificate from an independent testing organization, competent to perform testing, and approved by the ANL's Contracting Officer. State on the certificate that the item has been tested in accordance with the specified organization's test methods and that the item complies with the specified organization's reference standard.

1.4.2.3.3 Data Submission

A. Collect required data submittals for each specific material, product, unit of work, or system into a single submittal that is marked for choices, options, and portions applicable to the submittal. Mark each copy of the product data identically. Partial submittals will not be accepted for expedition of the construction effort.

B. Submit the manufacturer's instructions before installation.

1.4.2.4 Format of SD-05 Design Data

Provide design data and certificates on 8 1/2 by 11 inch paper. Submit an electronic copy in PDF format. If ANL requests a hard copy, provide a complete bound volume.

1.4.2.5 Format of SD-06 Test Reports

A. Provide reports on 8 1/2 by 11 inch paper. Submit an electronic copy in

PDF format. If ANL requests a hard copy, provide a complete bound volume.

B. By prominent notation, indicate each report in the submittal. Indicate the specification number and paragraph number to which each report pertains.

1.4.2.6 Format of SD-07 Certificates

Provide certificates on 8 1/2 by 11 inch paper. Submit an electronic copy in PDF format. If ANL requests a hard copy, provide a complete bound volume.

1.4.2.7 Format of SD-08 Manufacturer's Instructions

A. Present manufacturer's instructions submittals for each section electronic PDF format. If ANL requests a hard copy, provide as a complete, bound volume. Include the manufacturer's name, trade name, place of manufacture, and catalog model or number on product data. Also include applicable federal, military, industry, and technical-society publication references. If supplemental information is needed to clarify the manufacturer's data, submit it as specified for SD-07 Certificates.

B. Submit the manufacturer's instructions before installation.

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1.4.2.7.1…