Specs_Rev_26_Feb_15.pdf

S P E C I F I C A T I O N

FOR PROJECT

QJVF12-6002

REPAIR 741 MAF ACCESS ROADS

AT

MINOT AIR FORCE BASE, NORTH DAKOTA

PREPARED BY:

5 CES, ENGINEERING FLIGHT

June 23, 2014

100% SUBMITTAL

REPAIR 741 MAF ACCESS ROADS

Project # QJVF12-6002

SPECIFICATIONS

OWNER Minot Air Force Base

5 CONS

165 Missile Avenue

Minot AFB, ND 58705-5027

ENGINEER FourFront Design, Inc.

517 Seventh Street

Rapid City, SD 57701

P (605) 342-9470 F (605) 342-2377

ENGINEER’S PROJECT NO. 13-2014-C03

DATE June 23, 2014

CERTIFICATION I hereby certify that the Specifications, together with the accompanying documents, were prepared by me or under my direct supervision and that I am duly registered under the laws of the State of North Dakota.

TOC

REPAIR 741 MAF ACCESS ROADS 100% SUBMITTAL

MINOT AIR FORCE BASE, ND PROJECT NO. QJVF12-6002

Specifications

Table of Contents

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 02/11 LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 02/14 GENERAL REQUIREMENTS

01 33 00 05/11 SUBMITTAL PROCEDURES/SUBMITTAL REGISTER

01 42 00 08/10 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20 02/14 ENVIRONMENTAL PROTECTION

01 78 23 02/14 OPERATION AND MAINTENANCE DATA

01 78 39 02/14 AS-BUILT DRAWINGS/TITLE BLOCK INFORMATION

DIVISION 2 – EXISTING CONDITIONS

02 41 00 07/06 DEMOLITION

DIVISION 31 – EARTHWORK

31 00 00 08/08 EARTHWORK

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 11 23 08/08 AGGREGATE AND/OR GRADED-CRUSHED AGGREGATE BASE

32 12 16 04/08 HOT MIX ASPHALT PAVEMNT (HMA) FOR ROADS

32 16 13 04/08 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 92 19 10/06 SEEDING

DIVISION 33 – UTILITIES

33 40 00 02/10 STORM DRAINAGE UTILITIES

APPENDIX A Geotechnical Engineering Report

END OF TABLE OF CONTENTS

Repair 741 MAF Access Roads 100% Submittal Minot AFB, ND #QJVF12-6002

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

Sheet Number Title G-001 Cover Sheet G-002 General Notes G-003 Design Analysis G-004 Design Analysis V-101 Topographic Survey MAF F-01 V-102 Topographic Survey MAF G-01 V-103 Topographic Survey MAF H-01 V-104 Topographic Survey MAF I-01 V-105 Topographic Survey MAF J-01 CD101 Demolition Plan MAF F-01 CD102 Demolition Plan MAF G-01 CD103 Demolition Plan MAF H-01 CD104 Demolition Plan MAF I-01 CD105 Demolition Plan MAD J-01 C-101 Alignment Data MAF F-01 C-102 Alignment Data MAF G-01 C-103 Alignment Data MAF H-01 C-104 Alignment Data MAF I-01 C-105 Alignment Data MAF J-01 C-501 Typical Sections MAF F-01 C-502 Typical Sections MAF G-01 C-503 Typical Sections MAF H-01 C-504 Typical Sections MAF I-01 C-505 Typical Sections MAF J-01 CP201 Road F-01 Plan and Profile STA 0+00 to 4+00 CP202 Road F-01 Plan and Profile STA 4+00 to 8+00 CP203 Road F-01 Plan and Profile STA 8+00 to End CP204 Road G-01 Plan and Profile STA 0+00 to 4+00 CP205 Road G-01 Plan and Profile STA 4+00 to 8+00 CP206 Road G-01 Plan and Profile STA 8+00 to End CP207 Road H-01 Plan and Profile STA 0+00 to 4+00 CP208 Road H-01 Plan and Profile STA 4+00 to 8+00 CP209 Road H-01 Plan and Profile STA 8+00 to End CP210 Road I-01 Plan and Profile STA 0+00 to 4+00 CP211 Road I-01 Plan and Profile STA 4+00 to 8+00 CP212 Road I-01 Plan and Profile STA 8+00 to End CP213 Road J-01 Plan and Profile STA 0+00 to 4+00 CP214 Road J-01 Plan and Profile STA 4+00 to 8+00 CP215 Road J-01 Plan and Profile STA 8+00 to End CP216 Culverts Plan and Profile Road F-01

DOCUMENT 00 01 15 Page 2

CP217 Culverts Plan and Profile Road G-01 CP218 Culverts Plan and Profile Roads H-01, I-01 and J-01 CP701 Traffic Control Plan Road MAF F-01 CP702 Traffic Control Plan Road MAF H-01 EC101 Erosion Control Plan MAF F-01 EC102 Erosion Control Plan MAF G-01 EC103 Erosion Control Plan MAF H-01 EC104 Erosion Control Plan MAF I-01 EC105 Erosion Control Plan MAF J-01 CP300 Cross Sections MAF Road F-01 STA 0+00 to 4+00 CP301 Cross Sections MAF Road F-01 STA 4+50 to 7+50 CP302 Cross Sections MAF Road F-01 STA 7+69.63 TO 10+50 CP303 Cross Sections MAF Road G-01 STA 0+00 TO 4+00 CP304 Cross Sections MAF Road G-01 STA 4+50 TO 8+00 CP305 Cross Sections MAF Road G-01 STA 8+50 TO 10+50 CP306 Cross Sections MAF Road H-01 STA 0+00 TO 4+00 CP307 Cross Sections MAF Road H-01 STA 4+50 TO 8+00 CP308 Cross Sections MAF Road H-01 STA 8+50 TO 10+50 CP309 Cross Sections MAF Road I-01 STA 0+00 TO 4+00 CP310 Cross Sections MAF Road I-01 STA 4+50 TO 8+50 CP311 Cross Sections MAF Road I-01 STA 9+00 TO 12+62 CP312 Cross Sections MAF Road J-01 STA 0+00 TO 4+00 CP313 Cross Sections MAF Road J-01 STA 4+50 TO +50 CP314 Cross Sections MAF Road J-01 STA 9+00 TO 12+50

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the contract but are included with the drawings for information.

1.3.1 Boring Logs

The Government does not guarantee that borings indicate actual conditions, except for the exact locations and the time that they were made.

Subsurface data, not specified or indicated, have been obtained by the Government at this station. The data are available for examination by prospective bidders in the office of the Contracting Officer.

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

GENERAL REQUIREMENTS

06/12

PART 1 GENERAL

1.1 LOCATION OF WORK

1.2 DESCRIPTION OF WORK

1.3 REFERENCES

1.4 SUBMITTALS

1.5 USE OF PREMISES

1.5.1 Area Designation

1.5.2 Coordination

1.6 EQUIPMENT PARKING

1.7 WORK SCHEDULE

1.8 CONSTRUCTION PROGRESS SCHEDULE

1.9 REFERENCE STANDARDS

1.9.1 Products

1.9.2 Standard Date

1.10 SAFETY

1.10.1 Regulations

1.10.2 Instructions

1.11 TRAFFIC CONTROL

1.12 HAULING MATERIALS

1.13 DRAWINGS AND SPECIFICATIONS

1.14 AS-BUILT DRAWINGS

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

1.15.2 Storage

1.16 QUALITY CONTROL

1.17 UTILITIES

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

1.18.1.2 Processing

1.18.1.3 Scheduling

1.18.1.4 Maintenance

1.18.1.5 Request Approval

1.18.1.6 Utility Protection

1.19 GOVERNMENT-CAUSED DELAYS

1.19.1 Site Access Delays

1.19.2 Unscheduled Work Stoppages

1.19.3 Delay/Stoppage Unit Pricing

1.20 SECURITY REQUIREMENTS

1.20.1 Base Regulations

1.20.2 Identification of Employees

1.21 SANITARY FACIITIES

1.22 BUILDING INFORMATION CHECKLIST

1.23 ASBESTOS AND LEAD PAINT ABATEMENT

PART 2 PRODUCTS

SECTION 01 11 00 Page 1

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 2

SECTION 01 11 00

GENERAL REQUIREMENTS

06/12

PART 1 GENERAL

1.1 LOCATION OF WORK

The work is located at Missile Alert Facilities F-01, G-01, H-01, I-01 and J-01 in Montrail County and Ward County, North Dakota. See location map on Drawing Sheet No. G-00101 of the project drawing set for location. The work is in a controlled area.

1.2 DESCRIPTION OF WORK

1.2.1 Remove existing asphalt paving, base course and drainage culverts. Regrade roadway surface and shoulders. Install new asphalt paving, base course and drainage culverts.

1.3 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. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-08 (2010) Criteria For Transfer And Acceptance of DoD Real Property

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Construction Progress Schedule Contract Progress Report Quality Control Inspector Base Civil Engineering Work Clearance Request Personnel Listing Welding Permit Radioactive Materials

SD-11 Closeout Submittals

Building Information Checklist

1.5 USE OF PREMISES

1.5.1 Area Designation

The site is located within a controlled area. Areas adjacent to the site will remain occupied by the Government for the duration of the contract.

The contractor shall limit the use of premises for work and construction operations to allow for Government occupancy.

SECTION 01 11 00 Page 3

1.5.2 Coordination

Coordinate use of premises under direction of the Contracting Officer.

1.6 EQUIPMENT PARKING

Space for the contractor's equipment will be allotted on MAFB. The exact location will be chosen during the preconstruction conference and shall be approved by the Contracting Officer at that time. The Government shall not be liable for the security of any of the contractor's equipment or material while on MAFB.

1.7 WORK SCHEDULE

Working hours for the contractor will normally be between the hours of 7:30 a.m. and 4:00 p.m., excluding Saturdays, Sundays, and federal holidays. If the contractor desires to work during periods other than above, additional Government inspection forces may be required. The contractor shall make his/her request to the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces. If such force is reasonably available, the Contracting Officer may authorize the contractor to perform work during periods other than normal duty hours/days. However, if inspectors are required to perform in excess of their normal duty hours/days solely for the benefit of the contractor, the actual cost of inspection at overtime rates will be charged to the contractor. These adjustments to the contract price may be made periodically as directed by the Contracting Officer.

1.8 CONSTRUCTION PROGRESS SCHEDULE

The contractor shall prepare and submit to the Contracting Officer for approval prior to construction beginning a Construction Progress Schedule, AF IMT 3064, showing the order in which the contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the contractor contemplates starting and completing the salient elements of the work. The contractor shall also specifically identify on each Contract Progress Report, AF IMT 3065, any apparent, anticipated or proposed deviation from the previously approved schedule.

1.9 REFERENCE STANDARDS

1.9.1 Products

For products specified by association or trade standards, comply with requirements of the standard.

1.9.2 Standard Date

Coordinate use of premises under direction of the Contracting Officer.

1.10 SAFETY

1.10.1 Regulations

Contractor to comply with all OSHA/NEC/IBC Regulations.

SECTION 01 11 00 Page 4

1.10.2 Instructions

Contractor to comply with Minot Air Force Base Instruction (MAFBI) 32-2001, Responsibilities of Base Personnel to Eliminate or Control Fire Hazards.

1.11 TRAFFIC CONTROL

The contractor shall provide all traffic control devices for pedestrian, vehicular and aircraft traffic and will be responsible for maintaining these devices until notified by the Contracting Officer. The contractor's traffic control devices shall comply with MAFB airfield and safety requirements.

1.12 HAULING MATERIALS

The use of base streets for hauling materials will be permitted if the vehicles are equipped with pneumatic tires. The haul route the contractor will take will be determined at the preconstruction conference.

1.13 DRAWINGS AND SPECIFICATIONS

At least one set of specifications and drawings shall be kept at the job site by the contractor's job supervisor or foreman.

1.14 AS-BUILT DRAWINGS

As-Built Drawings shall be prepared and submitted to the Contracting Officer as specified in Section 01 78 39, As-Built Drawings.

1.15 WORK CONDUCT, CORRELATION, EXECUTION, ETC.

1.15.1 Work Performance

Contractor shall conduct all work, including materials distribution in an orderly manner, and shall notify Contracting Officer within two (2) workdays of mobilizing at the job site. Contractor shall confine and limit his personnel to only those areas required for work performance.

All work shall be performed in a neat, orderly fashion, with extreme care exercised to avoid damage to all property in and around project areas.

Any damage caused by the contractor shall be replaced, repaired, or restored to the Contracting Officer's satisfaction at no cost to the Government. Upon completion, all work and storage areas shall be cleaned of all evidence of contractor's debris accumulations. Contractor's proposed work schedule shall be coordinated with the Contracting Officer or his/her designated representative two (2) weeks prior to the start of any work. All work areas shall be barricaded properly for day and nighttime safety warning.

1.15.2 Storage

At close of each day's operations, all materials and equipment shall be moved to the storage area designated by Contracting Officer or his/her designated representative. If contractor should have a storage structure or equipment located on base, it shall be removed, and storage area restored to its original condition within seven days after final acceptance of this project.

SECTION 01 11 00 Page 5

1.16 QUALITY CONTROL

The contractor shall provide a Quality Control Inspector who is familiar with all phases of operation. This individual may be the same person as the job supervisor or foreman. The quality control inspector's responsibility shall be to make constant quality control inspections of all phases of the operation, in order to assure constant compliance with the contract specifications.

1.17 UTILITIES

Water and electricity required will be furnished by the Government.

1.18 PERMITS

1.18.1 Clearance Work Request

1.18.1.1 AF Form 103

Contractor shall coordinate with appropriate utility locating agencies, including base communications cable maintenance (Item 1 through 15) of AF Form 103, Base Civil Engineering Work Clearance Request. AF Form 103 will be given to the contractor during the pre-construction meeting.

Contractor shall complete and follow all instructions on AF Form 103 before start of work on base. A copy of AF Form 103 instructions will be available to the contractor during the pre-construction meeting.

1.18.1.2 Processing

Before any excavation, alteration, or other construction work is begun, the contractor shall obtain and fully process an AF Form 103, Base Civil Engineering Work Clearance Request. The form requires extensive coordination with several base agencies, including furnishing all locations, detailed information, and sketches regarding any proposed excavation(s). Processing a separate request for each planned excavation is required; each phase of processing the form and its attachments shall be completed prior to commencing work involving that phase. The AF Form 103 shall be prominently displayed on the job site at all times for review by the Contracting Officer and/or his or her designated representative. A copy of the signed form shall be submitted to the Contracting Officer and a copy to the project inspector.

1.18.1.3 Scheduling

Contractor shall schedule a meeting time to meet with each utility agency at the work site to locate affected utilities.

1.18.1.4 Maintenance

Contractor shall maintain all marked utilities in the field once they are initially marked by each utility agency. If markings are damaged, contractor shall request new locates and shall give the locating agency 48 hours to perform the new locates. Expenses for time and materials to perform repeat locates shall be borne by the contractor, unless otherwise approved by the Approving Officer. Cost to do the repeat locates will be deducted from the final invoice. Cost will be calculated using the average shop rate of each agency. In cases where utilities were marked late in the year and operations had to be shut down for winter, marked utilities would still have to be maintained by the contractor by placing stakes or transcribing the marks on a drawing. When construction resumes, SECTION 01 11 00 Page 6 contractor shall re-mark the site and may request verification of utility locations at no additional cost to him. Off-base utility locates agencies might request additional cost for repeat locates.

1.18.1.5 Request Approval

Clearance request is not valid until signed by the Approving Officer, block 17 of the AF Form 103. Approving Officer will not sign until all locates are marked and all utility locating agencies signatures are on the form. Excavation work shall commence within 30 days after the Approving Officer's signature; otherwise, clearance request is invalid and a new request is required. Notify Contracting Officer immediately if new utilities were installed by others and not marked after all initial locates are made.

1.18.1.6 Utility Protection

The contractor shall safeguard and protect from damage all utilities encountered or uncovered during digging, excavation, and backfilling.

1.19 GOVERNMENT-CAUSED DELAYS

1.19.1 Site Access Delays

The contractor shall allow a total of 30 minutes processing time to enter or leave MAFB or controlled/restricted areas. This cost shall have been factored into the contractor's bid price.

1.19.2 Unscheduled Work Stoppages

In the event of a military exercise or event, the contractor may be required to vacate the area of all personnel, equipment, and materials for a indefinite period.

1.19.3 Delay/Stoppage Unit Pricing

The Contractor shall bid a crew hourly rate for any site access delays beyond 30 minutes and Government-caused work stoppages when the entire work crew will be asked to evacuate the work area. All site access delays or Government-caused work stoppages must be reported by the Contractor, in writing, to the Contracting Officer within 24 hours of occurrence.

1.20 SECURITY REQUIREMENTS

1.20.1 Base Regulations

All activities of the contractor and his employees shall be conducted in strict accordance with Minot AFB Security Regulations. Copies of these regulations will be furnished to the contractor upon request.

1.20.2 Identification of Employees

The contractor will submit to the Contracting Officer a Personnel Listing in three copies with each employee's name, address, SSN, home and business phone numbers, date and place of birth, and name, address and telephone number of the firm that will be working at the construction site. This listing must be provided no-later-than the date of the preconstruction conference. Changes to the list will take place prior to employees arriving at the job site. Each employee shall have two forms of identification to be permitted entry into the job site. One form of

SECTION 01 11 00 Page 7 identification shall have a picture.

1.21 SANITARY FACIITIES

The contractor shall provide a portable sanitary facility at no cost to the Government.

1.22 BUILDING INFORMATION CHECKLIST

The contractor shall provide the Contracting Officer with a completed Building Information Checklist meeting the requirements of UFC 1-300-08 , Criteria For Transfer And Acceptance of DoD Real Property upon close out of the project that identifies all real property incorporated into the project construction. Real property is defined as land and improvements to land (i.e., facilities). It includes equipment affixed and built into the facility as an integral part of the facility (such as heating systems), but not movable equipment (e.g., plant equipment, industrial equipment, buoys). In many instances this term is synonymous with real estate.

1.23 ASBESTOS AND LEAD PAINT ABATEMENT

The contractor shall abate existing asbestos containing and lead paint materials disturbed by their construction activities to complete the project. Abatement requirements are specified in specification Section 01 57 20, Environmental Protection which includes the requirement for the contractor to accomplish their own hazard material survey of affected work areas.

The contractor is responsible for including in their price proposal abating asbestos containing and lead paint materials either identified in the hazard material report included in the specifications, identified in the drawings or those materials visible during a site visit of the work areas. However, the contractor is not responsible for abating materials not identified in the specification's hazard material report or drawings, or concealed from view during a site visit.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 8

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 3 PAGES

Repair 741 MAF Access Roads

01 11 00 SD-01 Preconstruction Submittals

1.8Construction Progress Schedule

1.8Contract Progress Report

1.16Quality Control Inspector

1.18.1.1Base Civil Engineering Work

Clearance Request

1.20.2Personnel Listing

Welding Permit

Radioactive Materials

SD-11 Closeout Submittals

1.22Building Information Checklist

01 33 00 SD-01 Preconstruction Submittals

1.3Submittal Form, Submittal

Register

01 57 20 SD-01 Preconstruction Submittals

1.2Environmental Pollution Control

Proposal

1.4Preconstruction Survey

1.8.1.1.2Storm Water Pollution Prevention

Plan

1.8.1.1.3Notice Of Intent

1.10.1.2Asbestos Survey Report

1.10.1.3Notification Of Demolition And

Renovation

1.10.2.1Lead Based Paint Survey Report

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

A E

R E V W

R SUBMIT

APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

DATE

OF

ACTION

DATE FWD

TO APPR

AUTH/

DATE RCD

FROM

CONTR

DATE FWD

TO OTHER

REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

ACTION

MAILED

TO

CONTR/

DATE RCD

FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 3 PAGES

Repair 741 MAF Access Roads

01 57 20 1.11Hazardous Materials

Authorization Information

1.12.2Recycled Content Report

1.15.6Waste Disposal Plan

SD-07 Certificates

1.10.3.2Shipping Manifest

1.10.3.2Certificate of Destruction

1.11.3Hazardous Material Usage Data

1.13.2C&D Report

1.15.4.5Disposal Documents And Weight

Tickets

1.15.5Solid Waste Diversion Report

SD-11 Closeout Submittals

1.11.5Hazardous Material Usage Data

Final Report

01 78 39 SD-03 Product Data

1.6.250 Percent Preliminary As-Built

Drawings

1.6.3100 Percent Preliminary As-Built

Drawings

SD-11 Closeout Submittals

1.6.4Final As-Built Drawings

02 41 00 SD-01 Preconstruction Submittals

1.6.2Existing Conditions

SD-07 Certificates

1.4.1Notifications

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

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APPROVAL

NEEDED

BY

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NEEDED

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C O D E

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TO APPR

AUTH/

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CONTR

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FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

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MAILED

TO

CONTR/

DATE RCD

FRM APPR

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 3 PAGES

Repair 741 MAF Access Roads

32 11 23 SD-06 Test Reports

1.5Sampling and Testing

1.5.2.4Field Density Tests

32 12 16 SD-03 Product Data

2.3Mix Design

3.10Contractor Quality Control

3.11Material Acceptance

1.1.2Percent Payment

SD-06 Test Reports

2.1Aggregates

3.10.3.10QC Monitoring

SD-07 Certificates

2.2Asphalt Cement Binder

3.6Testing Laboratory

32 92 19 SD-03 Product Data

2.4.1Fertilizer

SD-06 Test Reports

2.2.3Topsoil composition tests

SD-07 Certificates

2.1.1seed

SD-08 Manufacturer’s Instructions

2.7Erosion Control Materials

33 40 00 SD-03 Product Data

3.3Placing Pipe

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

O R

A E

R E V W

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APPROVAL

NEEDED

BY

MATERIAL

NEEDED

BY

A C T I O N

C O D E

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DATE FWD

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AUTH/

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SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/14

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

1.2 SUBMITTALS

1.3 PROCEDURES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

02/14

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Submittals which are required prior to start of construction (work) to include:

Section 01 11 00 GENERAL REQUIREMENTS Preconstruction Submittals

Section 01 14 00 WORK RESTRICTIONS Preconstruction Submittals

Section 01 45.00 10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION Preconstruction Submittals

Section 01 57 20 ENVIRONMENTAL PROTECTION Preconstruction Submittals

Preconstruction Submittals specified in other specification sections

SD-03 Product Data

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.

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

SD-06 Test Reports

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. (Testing must have been within three years of date of contract award for the project.)

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

Report which 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.

Investigation reports.

SECTION 01 33 00 Page 2

Daily logs and checklists.

Final acceptance test and operational test procedure.

SD-07 Certificates

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

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

Confined space entry permits.

Text of posted operating instructions.

SD-08 Manufacturer's Instructions

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

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.2 SUBMITTALS

Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Form, Submittal Register

1.3 PROCEDURES

Submittal procedures are as follows:

1.3.1 The contractor shall be required to submit items listed in Submittal Form, Submittal Register.

1.3.2 Transmit each item under AF 3000, Material Approval Submittal form. Identify contract number, project number, and contractor.

Identify section and paragraph reference for each item submitted with the AF 3000. Submit five (5) copies unless otherwise required elsewhere in the specification.

SECTION 01 33 00 Page 3

1.3.3 Unless specifically stated otherwise elsewhere in this

specification, each submittal shall be approved by the Contracting Officer prior to incorporation of materials into the work.

1.3.4 The contractor shall allow for ten (10) working days for the Government to review a submittal.

1.3.5 All SD-01 Preconstruction Submittals shall be approved by the Contracting Officer prior to the contractor mobilizing to the work site.

1.3.6 Approvals of submittals which do not conform to the Contract shall not be construed as a change to the contract.

1.3.7 The contractor shall fill in the "Required Submission Date" on the Submittal Form, Submittal Register with the date he plans on submitting the submittals to the Government. A copy of the Submittal Register with the required submission date filled in shall be submitted to the Contracting Officer for use by the contract administrator.

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 33 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

08/10

PART 1 GENERAL

1.1 REFERENCES

1.2 ORDERING INFORMATION

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 42 00 Page 1

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

08/10

PART 1 GENERAL

1.1 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.2 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided. Documents listed in the specifications with numbers which were not assigned by the standards producing organization should be ordered from the source by title rather than by number.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

444 North Capital Street, NW, Suite 249 Washington, DC 20001 Ph: 202-624-5800 Fax: 202-624-5806 E-Mail: info@aashto.org Internet: http://www.aashto.org

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

1800 East Oakton Street Des Plaines, IL 60018-2187 Ph: 847-699-2929 Fax: 847-768-3434 E-mail: customerservice@asse.org Internet: http://www.asse.org

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9585 Fax: 610-832-9555 E-mail: service@astm.org Internet: http://www.astm.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

Order CRD-C DOCUMENTS from:

U.S. Army Engineer Waterways Experiment Station ATTN: Technical Report Distribution Section, Services

SECTION 01 42 00 Page 2

Branch, TIC 3909 Halls Ferry Road Vicksburg, MS 39180-6199 E-mail: MTC-INFO@erdc.usace.army.mil Internet:

http://gsl.erdc.usace.army.mil/SL/MTC/handbook/handbook.htm Order Other Documents from:

USACE Publications Depot Attn: CEHEC-IM-PD 2803 52nd Avenue Hyattsville, MD 20781-1102 Ph: 301-394-0081 Fax: 301-394-0084 E-mail: pubs-army@usace.army.mil Internet: http://www.usace.army.mil/publications or http://www.hnc.usace.army.mil/Missions/Engineering/TECHINFO.aspx

U.S. DEPARTMENT OF AGRICULTURE (USDA)

Order AMS Publications from:

AGRICULTURAL MARKETING SERVICE (AMS)

Seed Regulatory and Testing Branch 801 Summit Crossing Place, Suite C Gastonia, NC 28054-2193 Ph: 704-810-8871 Fax: 704-852-4189 E-mail: seed.ams@usda.gov Internet: http://www.ams.usda.gov/lsg/seed.htm Order Other Publications from:

U.S. Department of Agriculture, Rural Utilities Service 14th and Independence Avenue, SW, Room 4028-S Washington, DC 20250 Ph: 202-720-2791 Fax: 202-720-2166 Internet: http://www.usda.gov/rus

U.S. DEPARTMENT OF DEFENSE (DOD)

Order DOD Documents from:

Room 3A750-The Pentagon 1400 Defense Pentagon Washington, DC 20301-1400 Ph: 703-571-3343

FAX: 215-697-1462

E-mail: pia@hq.afis.asd.mil Internet: http://www.dod.gov Obtain Military Specifications, Standards and Related Publications from:

Acquisition Streamlining and Standardization Information System

(ASSIST)

Department of Defense Single Stock Point (DODSSP) Document Automation and Production Service (DAPS) Building 4/D 700 Robbins Avenue Philadelphia, PA 19111-5094 Ph: 215-697-6396 - for account/password issues Internet: http://assist.daps.dla.mil/online/start/ ; account registration required Obtain Unified Facilities Criteria (UFC) from:

Whole Building Design Guide (WBDG) National Institute of Building Sciences (NIBS)

SECTION 01 42 00 Page 3

1090 Vermont Avenue NW, Suite 700 Washington, CD 20005 Ph: 202-289-7800 Fax: 202-289-1092 Internet: http://www.wbdg.org/references/docs_refs.php

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

Ariel Rios Building 1200 Pennsylvania Avenue, N.W.

Washington, DC 20004 Ph: 202-272-0167 for Fax and E-mail see below Internet: http://www.epa.gov --- Some EPA documents are available only from:

National Technical Information Service (NTIS) 5301 Shawnee Road Alexandria, VA 22312 Ph: 703-605-6050 or 1-688-584-8332 Fax: 703-605-6900 E-mail: info@ntis.gov Internet: http://www.ntis.gov

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

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Fax: 301-837-0483 E-mail: contactcenter@gpo.gov Internet: http://www.archives.gov Order documents from:

Superintendent of Documents U.S.Government Printing Office (GPO) 732 North Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 Fax: 202-512-2104 E-mail: contactcenter@gpo.gov Internet: http://www.gpoaccess.gov

PART 2 PRODUCTS

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PART 3 EXECUTION

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SECTION 01 42 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

06/12

PART 1 GENERAL

1.1 SCOPE

1.2 IMPLEMENTATION

1.3 SUBMITTALS

1.4 PRECONSTRUCTION SURVEY

1.5 PERMITS AND FEES

1.5.1 Contractor Responsibility

1.5.2 Demolition and Renovation Work

1.6 PROTECTION OF LAND AREAS

1.7 PROTECTION OF TREES AND SHRUBS

1.7.1 Tree Protective Structures

1.7.2 Restoration of Damaged Trees

1.8 WATER RESOURCES AND STORM WATER DISCHARGE

1.8.1 NPDES Storm Water Program General Construction Permit

1.8.1.1 Large Construction

1.8.1.1.1 Scope

1.8.1.1.2 Storm Water Pollution Prevention Plan

1.8.1.1.3 Notice of Intent

1.8.1.1.4 Maintenance

1.8.1.1.5 Inspections

1.8.1.1.6 Notice of Termination

1.8.1.2 Small Construction

1.8.1.2.1 Small Construction Activity

1.8.1.3 Construction Activity Less Than One Acre

1.8.1.4 Wetlands, Erosion And Sediment Controls

1.8.1.4.1 Wetlands

1.8.1.4.2 Erosion And Sediment Controls

1.8.2 Contaminate Discharge

1.8.3 Sanitary Sewer

1.8.4 Ground Water

1.8.5 Protection Of Water Resources

1.8.5.1 Disposal Of Water Generated During Construction Dewatering

1.8.5.1.1 Dewatering Of Ground Water

1.8.5.1.2 Land Application

1.8.6 Erosion And Sediment Control

1.8.7 Spill Prevention And Response Plan

1.9 AIR QUALITY

1.9.1 Burning

1.9.2 Particulates

1.9.3 Sound Intrusion

1.9.4 Ozone Depleting Chemicals (ODCs)

1.9.4.1 Air Conditioning And Refrigeration Equipment

1.9.5 Dust Control

1.10 TOXICS

1.10.1 Asbestos And Abestos Hazards

1.10.1.1 New Asbestos Containing Materials

SECTION 01 57 20 Page 1

1.10.1.2 Inspection, Removal And Disposal

1.10.1.3 Notification

1.10.2 Paint And Paint Hazards

1.10.2.1 Existing Paint

1.10.2.2 New Paint Restriction

1.10.2.3 Disposal

1.10.2.4 Characteristics

1.10.3 Polychlorinated Biphenyls (PCBs)

1.10.3.1 Disposal

1.10.3.2 Procedure

1.11 HAZARDOUS MATERIALS (HAZMAT)

1.11.1 Emergency Planning And Community Right-To-Know Act (EPCRA)

1.11.2 Identification

1.11.3 Hazardous Material Usage Data

1.11.4 Material Safety Date Sheets (MSDS)

1.11.5 Hazardous Material Usage Data Final Report

1.11.6 Submittal

1.11.7 Storage Requirements

1.11.8 Fuel And Lubricants

1.12 GREEN PROCUREMENT

1.12.1 EPA Guideline Items

1.12.2 Recycled Content Report

1.13 QUALIFIED RECYCLING PROGRAM (QRP)

1.13.1 Recycling/Reuse of Excess Materials and Construction and

Demolition (C&D) Debris

1.13.2 Reporting

1.13.3 Report Format

1.13.4 Material Disposal

1.14 HAZARDOUS WASTE PROCEDURES

1.14.1 Responsibilities

1.14.2 Coordination

1.14.3 Disposal

1.14.4 Storage

1.14.5 Fines And Penalties

1.14.6 Universal Wastes

1.14.6.1 Fluorescent Lights

1.14.6.2 Batteries

1.14.6.3 Recycling

1.14.6.4 Responsibility

1.15 SOLID WASTES

1.15.1 Practices

1.15.2 Recycling

1.15.3 Disposal

1.15.4 Solid Waste Disposal Facilities

1.15.4.1 Landfills

1.15.4.2 Regulated Hazardous Wastes

1.15.4.3 On Site Disposal

1.15.4.4 Clean Up Costs

1.15.4.5 Disposal Documents And Weight Tickets

1.15.5 Non-Hazardous Solid Waste Diversion Report

1.15.6 Waste Disposal Plan

1.16 SPILLS AND SPILL RESPONSE PROCEDURES

1.16.1 Clean Up Kit

1.16.2 Clean Up And Disposal Costs

1.16.3 Spill Clean Ups

1.16.4 Testing

1.16.5 Spill Response Procedures

1.17 DISCOVERY OF CONTAMINATED SOILS, MILITARY MUNITIONS, AND

HISTORIC, ARCHAEOLOGICAL, OR CULTURAL RESOURCES

1.17.1 Historical, Archaeological, and Cultural Resources

SECTION 01 57 20 Page 2

1.17.2 Military Munitions

1.18 POST-CONSTRUCTION CLEANUP OR OBLITERATION

1.19 CORRECTIVE ACTION

1.20 ENVIRONMENTAL MANAGEMENT SYSTEM (EMS)

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 57 20 Page 3

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

06/12

PART 1 GENERAL

1.1 SCOPE

The Contractor shall perform all work in such manner as to minimize the polluting of air, water, or land, and shall, within reasonable limits, control noise and the disposal of solid waste materials, as well as other pollutants. Recycling of construction and demolition debris is required when economically advantageous.

1.2 IMPLEMENTATION

Within 20 calendar days after Notice to Proceed and prior to commencement of the work at the site, the Contractor shall detail their proposal for implementing the requirements for environmental pollution control ( Environmental Pollution Control Proposal)specified herein. Submit in accordance with the submittal table.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Pollution Control Proposal

Preconstruction Survey

Storm Water Pollution Prevention Plan

Notice Of Intent

Asbestos Survey Report

Notification Of Demolition And Renovation

Lead Based Paint Survey Report

Hazardous Materials Authorization Information

Recycled Content Report

Waste Disposal Plan

SD-07 Certificates

Shipping Manifest

Certificate of Destruction

Hazardous Material Usage Data

SECTION 01 57 20 Page 4

C&D Report

Disposal Documents And Weight Tickets

Solid Waste Diversion Report

SD-11 Closeout Submittals

Hazardous Material Usage Data Final Report

1.4 PRECONSTRUCTION SURVEY

Prior to start of any on-site construction activities, the Contractor shall make a condition survey after which the Contractor shall record on a layout plan the condition of trees, shrubs and grassed areas immediately adjacent to the site of the work and adjacent to his assigned storage area and access route as applicable. Submit in accordance with the submittal table.

1.5 PERMITS AND FEES

No separate payment will be made for work covered under this section. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. All costs associated with this section shall be included in the contract price. The Contractor shall be responsible for payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations.

1.5.1 Contractor Responsibility

The Contractor shall be responsible for obtaining and complying with all environmental permits and commitments required by Federal, State, regional, and local environmental laws and regulations.

1.5.2 Demolition and Renovation Work

Contractors shall notify the North Dakota Department of Health, Air Quality Program, 918 East Divide Avenue, 2nd Floor, Bismarck, 58501-1947 through submittal of Form SFN 17987 "Notification of Demolition and Renovation" ten (10) days prior to beginning any demolition work.

Contractors shall submit a completed copy of the NDDH Notification of Demolition and Renovation (SFN 17987) Form to 5 CES/CEIE 10 days prior to beginning any demolition work.

1.6 PROTECTION OF LAND AREAS

Except for work areas, storage areas, or access routes specifically assigned for the use of the Contractor under this contract, the land areas outside the limits of permanent work performed under this contract shall be preserved in their present condition. The Contractor shall confine his construction activities to areas defined for work on the plans or specifically assigned for his use. Storage and related areas and access routes required temporarily by the Contractor in the performance of the work will be assigned by the Contracting Officer.

1.7 PROTECTION OF TREES AND SHRUBS

Except for trees or shrubs marked on the plans to be removed, the Contractor shall not deface, injure or destroy trees or shrubs, nor remove

SECTION 01 57 20 Page 5 or cut them without special authority. No ropes, cables, or guys shall be fastened to or attached to any existing nearby trees for anchorage.

1.7.1 Tree Protective Structures

Tree Protective Structures: Where, in the opinion of the Contracting Officer, trees may possibly be defaced, bruised, injured, or otherwise damaged by the Contractor's equipment or by his other operations, he may direct the Contractor to provide temporary protection of such trees by placing boards, planks, or poles around them.

1.7.2 Restoration of Damaged Trees

Any tree scarred or damaged by the Contractor's equipment or operations shall be restored as nearly as possible to its original condition at the Contractor's expense. All scars made on trees not designated on the plans to be removed by construction operations shall be coated as soon as possible with an approved tree wound dressing. Trees that are to remain, either within or outside established clearing limits, that are damaged by the Contractor so as to be beyond saving in the opinion of the Contracting Officer shall be immediately removed, if so directed, and replaced with a nursery-grown tree of the same species and size.

1.8 WATER RESOURCES AND STORM WATER DISCHARGE

The Contractor shall monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals shall not be applied to soil or vegetation unless otherwise indicated. The Contractor shall monitor all water areas affected by construction activities.

1.8.1 NPDES Storm Water Program General Construction Permit

1.8.1.1 Large Construction

1.8.1.1.1 Scope

Large Construction Activity is defined as a site that is 5 acres or greater in size. The Contractor shall submit a Notice of Intent (NOI) form, a Storm Water Pollution Prevention Plan (SWPPP) and other guidelines for each large construction site, to be in compliance with North Dakota Storm Water requirements. Permit and forms are available through the North Dakota Department of Health web-site: http://www.ndhealth.gov/WQ.

1.8.1.1.2 Storm Water Pollution Prevention Plan

A Storm Water Pollution Prevention Plan must meet the basic requirements of the SWPPP provided in Part IV of the General Permit.

1.8.1.1.3 Notice of Intent

The NOI package shall be routed through the Civil Engineer Squadron, Environmental Management Element Office (5 CES/CEIE) 10 days prior to construction start date.

1.8.1.1.4 Maintenance

The SWPPP must be maintained on the construction site and sent to the NDDH along with the NOI.

SECTION 01 57 20 Page 6

1.8.1.1.5 Inspections

During construction the contractor shall perform inspections as outlined in Part III of the General Permit.

1.8.1.1.6 Notice of Termination

After the site has achieved final stabilization the contractor will submit the Notice of Termination (NOT). The NOT shall be routed through the 5 CES/CEIE office.

1.8.1.2 Small Construction

1.8.1.2.1 Small Construction Activity

Small Construction Activity is defined as a site that is equal to or greater than 1 acre and less than 5 acres in size. This also includes sites that are less than 1 acre in total land area that are part of a large common plan of development or sale if the larger common plan will ultimately disturb greater than or equal to 1 acre. The Contractor shall submit 1 single Notice of Intent (NOI) form to obtain coverage for all an owner/operators Small Construction Activities. A Storm Water Pollution Prevention Plan must be developed and implemented but not submitted to the Department unless requested. Permit and forms are available through the NDDH web-site.

1.8.1.3 Construction Activity Less Than One Acre

For construction activity that disturbs less than 1 acre of land the Contractor shall implement Best Management Practices (BMPs) outlined in Section D, Erosion and Sediment Controls.

1.8.1.4 Wetlands, Erosion And Sediment Controls

1.8.1.4.1 Wetlands

The Contractor shall not enter, disturb, destroy, place fill into, or allow discharge of contaminants into any wetlands except as specifically authorized herein. The Contractor shall be responsible for the protection of wetlands on Minot AFB. Authorization to enter specific wetlands identified shall not relieve the Contractor from any obligation to protect other wetlands within, adjacent to, or in the vicinity of the construction site and associated boundaries. Maps showing locations of wetlands within Minot AFB can be obtained from the 5 CES/CEIE.

1.8.1.4.2 Erosion And Sediment Controls

The Contractor shall be responsible for providing erosion and sediment control measures in accordance with Federal, State and local laws. This applies in all cases, even for construction activity that disturbs less than an acre of soil. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor's construction activities.

The area of bare soil exposed at any one time by construction operations should be kept to a minimum. The Contractor shall construct or install temporary and permanent erosion and sediment control best management practices (BMPs). BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. The

SECTION 01 57 20 Page 7

Contractor's best management practices shall also be in accordance with the Base National Pollutant Discharge Elimination System (NPDES) Storm Water Pollution Prevention Plan (SWPPP) which may be reviewed at the Minot AFB Environmental Management Office. Any temporary measures shall be removed after the area has been stabilized.

1.8.2 Contaminate Discharge

The contractor shall not discharge any contaminated materials into the storm drain system on Base. NDDH authorizes the following non-storm water discharges: fire fighting activities; fire hydrant flushing; potable water line flushing; infrequent building and equipment wash down without detergents; uncontaminated foundation/footing drains, springs, lawn watering and air conditioning condensate.

1.8.3 Sanitary Sewer

The Contractor shall not dump any restricted materials down the sanitary sewer or wastewater disposal system without approval of the Air Force. All discharges to the sewer shall meet Federal, State, and Local regulatory requirements and shall meet the permit requirements limiting Minot AFB discharges. The base sewer discharge is tested routinely for conformance requirements.

1.8.4 Ground Water

For discharge of ground water, the Contractor shall obtain a State permit specific for pumping and discharging ground water prior to surface discharging in accordance with the requirements of the State Storm Water Discharges From Construction Sites permit. Refer to the NDDH web site.

1.8.5 Protection Of Water Resources

The Contractor shall control the disposal of fuels, oils, bitumen, calcium chloride, acids or harmful materials, both on and off the Government premises and shall comply with applicable federal, state, county and municipal laws concerning pollution of rivers, streams, and wetlands while performing work under this contract. Special measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, herbicides, and insecticides from entering public waters. Water used in on-site material processing, concrete curing, foundation and concrete cleanup, and other waste waters shall not be allowed to reenter a stream if an increase in the turbidity of the stream could result there from.

1.8.5.1 Disposal Of Water Generated During Construction Dewatering

1.8.5.1.1 Dewatering Of Ground Water

For temporary dewatering of groundwater encountered during construction, the Contractor shall land apply all water generated at the locations indicated on drawings in accordance with Paragraph: Land Application.

1.8.5.1.2 Land Application

Land application shall follow state requirements; however, no permit will be necessary. "Land application" implies that the Contractor shall discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, defined drainage areas, or discharge into the "waters of the State" shall occur. The Contractor shall contact the State of North Dakota, Division

SECTION 01 57 20 Page 8 of Water Quality and Permit Program, to discuss the water quality parameters for chemical contaminants (such as chlorine), oil, grease, and total suspended solids and shall ensure that all water intended for land application will meet the state requirements.

1.8.6 Erosion And Sediment Control

The Contractor shall be responsible for providing erosion and sediment control measures in accordance with local, state, and federal regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that local, state, and federal water quality standards are not violated as a result of the Contractor's construction activities. The area of bare soil exposed at any one time by construction operations should be held to a minimum.