1. Specs - Old Fort Thompson Slump Repair 2021 Big Bend.pdf

SPECIFICATIONS

(Purchase Order - For Construction Contract)

Solicitation Number W9128F21Q0085

Old Fort Thompson Slump Repair 2021

Big Bend Dam, SD

August 2021

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

OLD FORT THOMPSON SLUMP REPAIR 2021

BIG BEND DAM, SD

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 41 26.01 24 (SOUTH DAKOTA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19.13 GEOTEXTILES FOR EARTHWORK

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

-- End of Project Table of Contents --

Section 01 11 00 Page 1

Section 01 11 00 Summary of Work

Old Fort Thompson Upstream Riprap Slump Repair 2021

Big Bend Dam, SD

July 2021

1.0 Scope of Work.

Work consists of repairing a stretch of slump areas and armoring the bank along the spillway channel at the Old Fort Recreation Area. Construction activities include supply and installation of random fill, removal and stockpile of existing bank material, earthwork shaping of the bank slope in preparation of riprap placement, supply and installation of geotextile, and supply and installation of quarried Sioux Quartzite Class "C" Riprap. Other work includes but is not limited to removal and re-installation of existing slumped riprap, removal of trees and debris along slope, site restoration, regrading and seeding. Stretches of stone protection shall be tied back or connected into existing tie backs on both ends of the project area. All work shall be complete by 1 March 2022.

As shown on the drawings, the potential shoreline to be repaired has been divided into three sections: Critical, Intermediate, and Upstream. Each section will require a slightly different approach for stabilization due to varying existing conditions. In the Critical Section, the most earthwork is required. Random fill shall be supplied and shaped and a toe shall be excavated to meet the desired cross section as shown in the drawings. The slope shall be overlain with geotextile, and riprap shall be placed in the excavated toe and on the slope. The Intermediate Section requires less earthwork to meet the desired cross section but will follow the same process as the Critical Section. Random fill shall be supplied and shaped, a toe shall be excavated, and the slope shall be overlain with geotextile and riprap. The Upstream Section will not require additional fill or geotextile, but a toe will be excavated, and the bank will be prepared, shaped, and overlain with riprap.

On the drawings, several alternatives/options are delineated. Alternative 1 (Base on Drawing Sheet CH302) totals 380 linear feet of shoreline, including the entirety of the Critical Section and the adjacent 240 feet of the Intermediate Section. The Base Area does not border any existing tiebacks, therefore will require the installation of 2 new tie backs. Alternative 2 (Option 1 on Drawing Sheet CH302) includes 85 feet of the Intermediate Section adjacent to the Base Area. Option 1 connects back to a previously installed tie back, and subsequently will only require the installation of 1 new tie back. The downstream tie-back designated per the Base will be eliminated if Option 1 is awarded. Alternative 3 (Option 2 on Drawing Sheet CH302) includes 100 feet of the Upstream Section. Option 2 also connects back to the previously installed tie back, therefore only requiring the installation of 1 new tie back and eliminating the downstream tie-back designated per the Base. The government is requesting quotes for each Alternative as shown on the Quote Sheet included in the solicitation. The government will award only one of the alternatives based on an evaluation of past performance and price.

Work must be completed on frozen ground and during the winter draw down when Lake Francis Case water elevation is below 1351 MSL.

Section 01 11 00 Page 2

2.0 General

2.1 Standards and Regulations.

The Contractor shall perform to the standards in the contract and comply with all Local, State, and Federal Regulations during the services performed. The Contractor is responsible for ascertaining the extent to which these regulations affect the operations resulting from this contract. The Contractor shall comply will all applicable regulations. Applicable regulations include, but are not limited to the following:

a. Engineering Manual (EM) 385-1-1 (USACE – Safety and Health Requirements Manual), dated November 2014;

http://www.publications.usace.army.mil/Portals/76/Publications/Engineer Manuals/EM_385-1-1.pdf

b. Occupational Safety and Health Standards (29 CFR 1910);

c. Specification Section 02 24 50 Stone (Riprap) Protection

d. Specification Section 31 00 00 Earthwork

e. Specification Section 32 92 19 Seeding

2.1.1 Activity Hazard Analysis (AHA).

The contractor shall prepare the AHA in accordance with Paragraph 01.A.14 or 01.A.15 of the EM 385-1-1. If using Paragraph 01.A.15, prepare the AHA IAW Figure 1-2.

Note: Contractors and other individual employer’s typically use Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools. The government considers equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA, commensurate with the type of services the contractor is performing.

2.1.2 Abbreviated Accident Prevention Plan (APP).

EM 385-1-1 in its entirety may be too complex for the type of work performed under these contracts; contractors may reference Appendix A, for abbreviated Accident Prevention Plan (APP). The contractor shall only need to submit items in Appendix A that are pertinent to the contract. The contractor shall use a qualified person to prepare the site-specific abbreviated Accident Prevention Plan (APP). The contractor shall prepare the APP in accordance with the format and requirements of the EM 385-1-1 and supplemented herein.

The contractor shall sign and submit the APP for approval prior to the start of work onsite.

2.2 Measurement and Payment.

Payment for the work under this contract for which contract job or unit price payments will be made will be included as CLINs in the contract award based on the alternative selected, and described below. All costs for items of work, which are not specifically mentioned to be included in a job or unit price payment item, are included in the listed job or unit item most closely associated with the work involved. The job or unit price and payment made for each item listed constitutes full compensation for furnishing all plant, Section 01 11 00 Page 3 labor, materials, and equipment, and performing any associated contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

2.2.1 Class “C” Sioux Quartzite Riprap – 0001

Payment will be made at the contract unit price. Price shall include all plant, labor, materials, and equipment for the supply and installation of Class “C” Sioux Quartzite Riprap.

2.2.2 Remove and Stockpile Material from Toe or Tie-Back – 0002

Payment will be made at the contract unit price. Price shall include all plant, labor, materials, and equipment for the entire work, complete to remove, reinstall, or haul away existing bank material per the plans and specifications.

2.2.3 Supply and Install Random Fill for Design Cross-Section – 0003

Payment will be made at the contract unit price. Price shall include all plant, labor, materials, and equipment for the entire work, complete to supply and install random fill as needed for design cross-section.

2.2.4 Supply and Install Geotextile – 0004

Payment will be made at the contract unit price. Price shall include all plant, labor, materials, and equipment for the entire work, complete to supply and install geotextile as needed for the design cross-section and specifications for each project location.

2.2.5 All Remaining Work – 0005

Payment will be made at the contract unit price. Price shall include all plant, labor, materials, and equipment for all other work, including, but not limited to tree removal, bank preparation, regrading, site restoration/seeding, mobilization and demobilization.

2.3 Location. Work is located along the spillway channel at the Old Fort Recreation Area at Big Bend Dam, SD.

2.4 Staging Area. Location of staging area shall be coordinated with the COR.

2.5 Delivery, Storage, and Handling. NA

2.6 Work Hours and Work Limits. The contractor is responsible for conducting business, between the hours of 0700 to 1700 Monday thru Friday except Recognized Federal Holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings.

2.6.1 Recognized Federal Holidays: There are eleven (11) recognized holidays.

New Year’s Day Labor Day Martin Luther King Jr. Birthday Columbus Day President’s Day Veteran’s Day Memorial Day Thanksgiving Day

Section 01 11 00 Page 4

Juneteenth Christmas Day Independence Day

2.7 Facilities. The Contractor shall provide and maintain portable toilets for use by the Contractor's staff. Toilet(s) shall be placed at the location directed by the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down. Electricity is not provided

2.8 Environmental Conditions. The contractor shall comply with all applicable Federal, State, Local, and Regional environmental laws and regulations. The contractor is solely responsible for the production, submittal, and approval of all environmental and stormwater permits (state or federal).

2.9 Antiterrorism/Operation Security Requirements. NA

3. Submittals.

Prior to commencement of work, the Contractor shall submit the following documents to the COR for review and approval:

a. Activity Hazard Analysis (AHA);

b. Abbreviated Accident Prevention Plan (APP)

c. List of who will perform work on this contract;

d. Proof of Insurance for Contractors and Subcontractors;

The below additional submittals will also be required. See Submittal Register for additional information.

a. SD-06 Test Reports. Initial Sampling and Testing

b. SD-11 Closeout Submittals. Waybills and Delivery Tickets

c. SD-01 Preconstruction Submittals. SD Storm Water Pollution Prevention

Plan

d. SD-03 Product Data. Geotextile

e. SD-03 Product Data Riprap

f. SD-03 Product Data. Fertilizer

g. SD-03 Product Data. Seed Mix Certification

4 Materials. All materials shall meet the requirements of the specifications.

5.0 Execution. Perform work in accordance with the drawings and specifications sections.

Old Fort Thompson Slump Repairs 2021, Big Bend Dam, SD BB99

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

1.2 SUBMITTALS

1.2.1 Action Codes

1.2.1.1 Contractor Action Codes

1.2.1.2 Government Reviewer Designations

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

1.3.2 For Information Only

1.4 PREPARATION

1.4.1 Transmittal Form

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Source Drawings

1.4.2.2 Terms and Conditions

1.4.3 Electronic File Format

1.5 QUANTITY OF SUBMITTALS

1.5.1 Number of SD-04 Samples

1.6 INFORMATION ONLY SUBMITTALS

1.7 PROJECT SUBMITTAL REGISTER

1.7.1 Submittal Management

1.7.2 Preconstruction Use of Submittal Register

1.7.3 Contractor Use of Submittal Register

1.7.4 Approving Authority Use of Submittal Register

1.7.5 Action Codes

1.7.6 Delivery of Copies

1.8 VARIATIONS

1.8.1 Considering Variations

1.8.2 Proposing Variations

1.8.3 Warranting that Variations are Compatible

1.8.4 Review Schedule Extension

1.9 SCHEDULING

1.10 GOVERNMENT APPROVING AUTHORITY

1.11 DISAPPROVED SUBMITTALS

1.12 APPROVED SUBMITTALS

1.13 APPROVED SAMPLES

1.14 WITHHOLDING OF PAYMENT

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

SECTION 01 33 00 Page 1

ENG Form 4025-R

Project Submittal Register

-- End of Section Table of Contents --

SECTION 01 33 00 Page 2

SECTION 01 33 00

SUBMITTAL PROCEDURES

08/18, OMH 02/2019

PART 1 GENERAL

1.1 SUMMARY

1.1.1 Submittal Information

The Contractor is responsible for total management of their work including, but not limited to, approval, scheduling, control, certification of all submittals and compliance with all applicable Buy-American and Trade Agreement clauses. The submittal management system provided in these specifications is intended to be a complete system for the Contractor to use to control the quality of materials, equipment and workmanship provided by manufacturers, fabricators, suppliers and subcontractors. Review each submittal for contract compliance. Compliance with all applicable Buy American and Trade Agreement Clauses is to be included in this review. The Contractor must provide the country of origin on ENG Form 4025 for each item submitted. The Submittal Register (ENG Form 4288) will be utilized to log and monitor all submittal activities.

The Contracting Officer may request submittals, in addition to those specified, when deemed necessary to adequately describe the work covered in the respective sections. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having any designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with this section.

SD-01 Preconstruction Submittals

Submittal Register; G-AO

SECTION 01 33 00 Page 3

1.2.1 Action Codes

1.2.1.1 Contractor Action Codes

DESIGN BID BUILD SUBMITTALS

Submittal Classifications shown in UFGS Sections

Submittal Classification

Corresponding SpecsIntact

Submittal Register Code which is populated in the SI Submittal Register.

Software

Limitations: (The software shows one character delineation in the

SpecsIntact Submittal Register)

RMS – The following Submittal

Classifications are populated in RMS when the SpecsIntact

Submittal Data File is pulled into RMS)

G Submittal requires Government Approval

G GA

BLANK Submittal is For Information Only

(FIO)

BLANK FIO

1.2.1.2 Government Reviewer Designations

Following the Submittal Classification designation "G", the following reviewer designations may be included:

RO - Resident Office AO - Area Office DO - District Office

AE - Architect Engineer

Additional information will be provided at the pre-design and/or pre-construction conference.

Corps of Engineers, Omaha District Office for "DO" reviewer designations, submittals will be coordinated through:

Michael Hebert U.S. Army Corps of Engineers Omaha District Attn: CENWO-CDS-T 1616 Capitol Ave Omaha, NE 68102-4901 E-mail: CENWO.ConstructionSubmittal@usace.army.mil

SECTION 01 33 00 Page 4

1.3 SUBMITTAL CLASSIFICATION

1.3.1 Government Approved (G)

Government 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 Government.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, submittals are considered to be "shop drawings."

1.3.2 For Information Only

Submittals not requiring Government approval will be for information only.

Within the terms of the Contract Clause SPECIFICATIONS AND DRAWINGS FOR CONSTRUCTION, they are not considered to be "shop drawings."

1.4 PREPARATION

1.4.1 Transmittal Form

Use the ENG Form 4025-R transmittal form for submitting both Government-approved and information-only submittals. Submit in accordance with the instructions on the reverse side of the form. These forms will be furnished to the Contractor. Properly complete this form by filling out all the heading blank spaces and identifying each item submitted. If there are multiple Item numbers listed on a particular ENG Form 4025-R submittal, combine all submitted items for review into a single Adobe file with bookmarks (for ease of review). Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item.

1.4.2 Source Drawings for Shop Drawings

1.4.2.1 Source Drawings

The entire set of source drawing files (DWG or DGN) will not be provided to the Contractor. Request the specific Drawing Number for the preparation of shop drawings. Only those drawings requested to prepare shop drawings will be provided. These drawings are provided only after award.

1.4.2.2 Terms and Conditions

Data contained on these electronic files must not be used for any purpose other than as a convenience in the preparation of construction data for the referenced project. Any other use or reuse is at the sole risk of the Contractor and without liability or legal exposure to the Government. The Contractor must make no claim, and waives to the fullest extent permitted by law any claim or cause of action of any nature against the Government, its agents, or its subconsultants that may arise out of or in connection with the use of these electronic files. The Contractor must, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities, or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic source drawing files are not construction documents.

Differences may exist between the source drawing files and the corresponding construction documents. The Government makes no

SECTION 01 33 00 Page 5 representation regarding the accuracy or completeness of the electronic source drawing files, nor does it make representation to the compatibility of these files with the Contractor hardware or software. The Contractor is responsible for determining if any conflict exists. In the event that a conflict arises between the signed and sealed construction documents prepared by the Government and the furnished source drawing files, the signed and sealed construction documents govern. Use of these source drawing files does not relieve the Contractor of the duty to fully comply with the contract documents, including and without limitation the need to check, confirm and coordinate the work of all contractors for the project.

If the Contractor uses, duplicates or modifies these electronic source drawing files for use in producing construction data related to this contract, remove all previous indication of ownership (seals, logos, signatures, initials and dates).

1.4.3 Electronic File Format

Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, and coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. All documents must make use of optical character recognition (OCR) routines to make text searchable and selectable, so that the text can be copied. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature.

E-mail electronic submittal documents smaller than 10MB to an e-mail address as directed by the Contracting Officer, unless directed otherwise by COR. Provide electronic documents over 10 MB on an optical disc or through an electronic file sharing system, such as secure ftp site or Government web application located at the following website:

https://safe.arl.army.mil/. Use of the Government web application must be initiated by the Government, unless Contractor has a Government CAC card.

The Government may allow the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/. Both Government web applications restrict the number of days files are available to download.

1.5 QUANTITY OF SUBMITTALS

Submittals are to be transmitted electronically, unless directed otherwise.

1.5.1 Number of SD-04 Samples

a. Submit two samples, or two sets of samples showing the range of variation, of each required item. One approved sample or set of samples will be retained by the approving authority and one will be returned to the Contractor.

b. Submit one sample panel or provide one sample installation where directed. Include components listed in the technical section or as directed.

c. Submit one sample installation, where directed.

SECTION 01 33 00 Page 6

d. Submit one sample of nonsolid materials.

1.6 INFORMATION ONLY SUBMITTALS

Submittals without an action code must be certified by the QC manager and submitted to the Contracting Officer for information-only. Approval of the Contracting Officer is not required on information only submittals. The Contracting Officer will mark "receipt acknowledged" on submittals for information and will return only the transmittal cover sheet to the Contractor. Normally, submittals for information only will not be returned. However, the Government reserves the right to return unsatisfactory submittals and require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work;

and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.7 PROJECT SUBMITTAL REGISTER

A sample Project Submittal Register showing submittals required by the specifications is attached to this section as "Project Submittal Register."

1.7.1 Submittal Management

Prepare and maintain a submittal register, as the work progresses. Do not change data that is output in columns (c), (d), (e), and (f) as delivered by Government; retain data that is output in columns (a), (g), (h), and (i) as approved. As an attachment, provide a submittal register showing items of equipment and materials for which submittals are required by the specifications. This list may not be all-inclusive and additional submittals may be required.

Column (c): Lists specification section in which submittal is required.

Column (d): Lists each submittal description (SD Number. and type, e.g., SD-02 Shop Drawings) required in each specification section.

Column (e): Lists one principal paragraph in each specification section where a material or product is specified. This listing is only to facilitate locating submitted requirements. Do not consider entries in column (e) as limiting the project requirements.

Thereafter, the Contractor is to track all submittals by maintaining a complete list, including completion of all data columns and all dates on which submittals are received by and returned by the Government.

1.7.2 Preconstruction Use of Submittal Register

Submit the submittal register as an electronic database, using the submittal management program furnished to Contractor, unless directed otherwise by COR. Include the QC plan and the project schedule. Verify

SECTION 01 33 00 Page 7 that all submittals required for the project are listed and add missing submittals. Coordinate and complete the following fields on the register database submitted with the QC plan and the project schedule:

Column (a) Activity Number: Activity number from the project schedule.

Column (g) Contractor Submit Date: Scheduled date for the approving authority to receive submittals.

Column (h) Contractor Approval Date: Date that Contractor needs approval of submittal.

Column (i) Contractor Material: Date that Contractor needs material delivered to Contractor control.

1.7.3 Contractor Use of Submittal Register

Update the following fields in the Government-furnished submittal register program or equivalent fields in the program used by the Contractor with each submittal throughout the contract.

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (j) Action Code (k): Date of action used to record Contractor's review when forwarding submittals to QC.

Column (l) Date submittal transmitted.

Column (q) Date approval was received.

1.7.4 Approving Authority Use of Submittal Register

Update the following fields:

Column (b) Transmittal Number: List of consecutive, Contractor-assigned numbers.

Column (l) Date submittal was received.

Column (m) through (p) Dates of review actions.

Column (q) Date of return to Contractor.

1.7.5 Action Codes

See paragraph Action Codes above.

1.7.6 Delivery of Copies

Submit an updated electronic copy of the submittal register to the Contracting Officer with each invoice request, unless a paper copy is requested by the Contracting Officer. Provide an updated Submittal Register monthly regardless of whether an invoice is submitted.

1.8 VARIATIONS

Variations from contract requirements require Contracting Officer approval

SECTION 01 33 00 Page 8 pursuant to contract Clause FAR 52.236-21 Specifications and Drawings for Construction, and will be considered where advantageous to the Government.

1.8.1 Considering Variations

Discussion of variations with the Contracting Officer before submission will help ensure that functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation that results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out variations may cause the Government to require rejection and removal of such work at no additional cost to the Government.

1.8.2 Proposing Variations

When proposing variations, deliver a written request to the Contracting Officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to Government. Include the DOR's written analysis and approval. If lower cost is a benefit, also include an estimate of the cost savings. In addition to documentation required for variation, include the submittals required for the item.

Clearly mark the proposed variation in all documentation.

Check the column "variation" of ENG Form 4025 for submittals that include variations proposed by the Contractor. Set forth in writing the reason for any variations and note such variations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted variations.

1.8.3 Warranting that Variations are Compatible

When delivering a variation for approval, the Contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.8.4 Review Schedule Extension

In addition to the normal submittal review period, a period of 14 calendar days will be allowed for the Government to consider submittals with variations.

1.9 SCHEDULING

Schedule and submit concurrently product data and shop drawings covering component items forming a system or items that are interrelated. Submit pertinent certifications at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

Contracting Officer review will be completed within 20 calendar days after the date of submission.

The Government review period for each construction submittal does not begin until the submittal is delivered via RMS CM. Contract compliance for all submittals are the Contractor's responsibility. Government acceptance or

SECTION 01 33 00 Page 9 receipt acknowledged does not remove this responsibility for contract compliance on any construction submittal.

1.10 GOVERNMENT APPROVING AUTHORITY

Upon completion of review of submittals requiring Government approval, stamp and date submittals. An electronic copy of the submittal will be retained by the Contracting Officer and an electronic copy of the submittal will be returned to the Contractor. The Government may process submittals in the RMS CM System.

1.11 DISAPPROVED SUBMITTALS

Make corrections required by the Contracting Officer. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications, give notice to the Contracting Officer as required under the FAR clause titled CHANGES. The Contractor is responsible for the dimensions and design of connection details and the construction of work. Failure to point out variations may cause the Government to require rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, make such revisions and resubmit in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED SUBMITTALS

The Contracting Officer's approval of submittals is not to be construed as a complete check, and indicates only that the general method of construction, materials, detailing, and other information are satisfactory.

Approval or acceptance by the Government for a submittal does not relieve the Contractor of the responsibility for meeting the contract requirements or for any error that may exist, because under the Quality Control (QC) requirements of this contract, the Contractor is responsible for ensuring information contained with in each submittal accurately conforms with the requirements of the contract documents.

After submittals have been approved or accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 APPROVED SAMPLES

Approval of a sample is only for the characteristics or use named in such approval and is not be construed to change or modify any contract requirements. Before submitting samples, provide assurance that the materials or equipment will be available in quantities required in the project. No change or substitution will be permitted after a sample has been approved.

Match the approved samples for materials and equipment incorporated in the work. If requested, approved samples, including those that may be damaged in testing, will be returned to the Contractor, at its expense, upon

SECTION 01 33 00 Page 10 completion of the contract. Unapproved samples will also be returned to the Contractor at its expense, if so requested.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make as that material. The Government reserves the right to disapprove any material or equipment that has previously proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals.

Replace such materials or equipment to meet contract requirements.

1.14 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 33 00 Page 11

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 2 PAGES

Old Fort Thompson Slump Repairs 2021, Big Bend Dam, SD

01 33 00 SD-01 Preconstruction Submittals

1.7 G AOSubmittal Register

01 41 26.01 24 SD-01 Preconstruction Submittals 3.2.1Notice of Intent

Authorization Letter 3.2.4Storm Water Pollution Prevention

Plan 3.2.7Notice of Termination

SD-06 Test Reports 3.2.5Reports

01 57 23 SD-07 Certificates 2.1.3Mill Certificate or Affidavit

31 00 00 SD-01 Preconstruction Submittals Stormwater Pollution Prevention Plan

GContractor Quality Control SD-03 Product Data

GRiprap GFill Material

Waybills And Delivery Tickets 31 05 19.13 SD-03 Product Data

GGeotextile SD-04 Samples

2.2.1Geotextiles SD-07 Certificates

2.2.1Geotextiles

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 2 PAGES

Old Fort Thompson Slump Repairs 2021, Big Bend Dam, SD

32 92 19 SD-03 Product Data Fertilizer Seed Mix

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)

ENG FORM 4025, MAY 2017 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 2

U.S. Army Corps of Engineers (USACE)

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO:

PROJECT TITLE AND LOCATIONSPECIFICATION SEC. NO. (Cover only one section with each transmittal)

FROM: CONTRACT NO. CHECK ONE:

THIS TRANSMITTAL IS FOR: (Check one)

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

FIO GA DA CR DA/CR DA/GA

ITEM

NO.

(See

Note 3)

USACE

ACTION

CODE

(Note 9)

SUBMITTAL

TYPE CODE

(See Note 8)

NO.

OF

COPIES

SPEC.

PARA. NO.

DRAWING

SHEET NO.

CONTRACTOR

REVIEW

CODE

VARIATION

Enter "Y" if requesting a variation

(See Note 6)

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

a. i.c. d. e. f. g. h.b.

CONTRACT DOCUMENT

REFERENCE

REMARKS

SECTION II - APPROVAL ACTION

I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR SIGNATURE OF CONTRACTOR

NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATEENCLOSURES RETURNED (List by item No.)

ENG FORM 4025, MAY 2017 Page 2 of 2

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify)

K -- Government concurs with intermediate design. (For D-B contracts)

R -- Design submittal is acceptable for release for construction. (For D-B contracts)

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 41 26.01 24

(SOUTH DAKOTA) NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES FROM

CONSTRUCTION SITES

08/21

PART 1 GENERAL

1.1 REFERENCES (Not Applicable)

1.2 SUBMITTALS

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

3.2 IMPLEMENTATION

3.2.1 Notice of Intent

3.2.2 Authorization Letter

3.2.3 Posting NOI and Authorization Letter

3.2.4 Storm Water Pollution Prevention Plan

3.2.5 Inspections and Reporting

3.2.6 Retention of Records

3.2.7 Notice of Termination

3.2.8 Renotification

SECTION 01 41 26.01 24 Page 1

SECTION 01 41 26.01 24

(SOUTH DAKOTA) NPDES PERMIT REQUIREMENTS

FOR STORM WATER DISCHARGES

FROM CONSTRUCTION SITES

08/21

PART 1 GENERAL

"General Permit For Storm Water Discharges Associated With Construction Activities", Permit No. SDR10#### can be found at the following website:

http://denr.sd.gov/des/sw/StormWaterandConstruction.aspx

1.1 REFERENCES (Not Applicable)

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having an "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittal

Notice of Intent.

Authorization Letter.

Storm Water Pollution Prevention Plan.

Notice of Termination.

SD-06 Test Reports

Reports.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL

The Contractor shall be responsible for implementing the terms and requirements of the attached "General Permit For Storm Water Discharges Associated With Construction Activities", Permit No. SDR10####, for storm water discharges from construction sites. The Contractor shall be considered the "permittee". All submissions to the state shall be by certified mail. Copies of the return receipt for each submission shall be included with the submittal to the Contracting Officer's Representative

(COR).

SECTION 01 41 26.01 24 Page 2

3.2 IMPLEMENTATION

3.2.1 Notice of Intent

The Contractor shall complete and submit a Notice of Intent (NOI) in accordance with Permit No. SDR10####. A copy of the submitted NOI shall be furnished to the COR at least 15 days prior to the commencement of construction activities. The Government shall be considered the "Applicant" and shall sign as such on the form after review. The Contractor will complete Attachment C in the Permit No.SDR10####.

Attachment C is titled Department of Environment and Natural Resources Contractor Certification Form. Which will be submitted with the NOI.

NOTE: The Contractor is responsible for any Notice of Violations that occur during the NPDES Permit being in effect. The Contractor will be responsible for paying for any violation fines and/or making any corrections necessary.

3.2.2 Authorization Letter

Construction activities regulated under Permit No. SDR10#### shall not begin until an authorization letter from the State granting coverage for the storm water discharges is received by the Contractor. A copy of the authorization letter shall be furnished to the COR at least 2 days prior to the commencement of construction activities.

3.2.3 Posting NOI and Authorization Letter

A copy of the NOI and the authorization letter shall be posted by the Contractor at the construction site in a prominent place for public viewing.

3.2.4 Storm Water Pollution Prevention Plan

The Contractor shall prepare and implement a Storm Water Pollution Prevention Plan (SWPPP) in accordance with Permit No. SDR10####. Any temporary or permanent erosion and sedimentation control measures shown on the drawings shall be incorporated into the Contractor's SWPPP. A copy of the SWPPP shall be submitted to the COR at least 2 days prior to the commencement of construction activities. Copies of all revisions to the SWPPP shall also be submitted.

3.2.5 Inspections and Reporting

The Contractor shall be responsible for all inspections and reporting required under the NPDES Permit No. SDR10####. Copies of all inspection reports shall be furnished to the COR.

3.2.6 Retention of Records

The Contractor shall retain a copy of the SWPPP, reports, and records of all data used to complete the NOI in accordance with Permit No. SDR10####.

3.2.7 Notice of Termination

The Contractor shall complete and submit a Notice of Termination (NOT) in accordance with Permit No. SDR10####. The Government shall be considered the "Facility Operator". A copy of the submitted NOT shall be furnished to the COR for signature prior to submission to the State..

SECTION 01 41 26.01 24 Page 3

3.2.8 Renotification

If the current permit expires prior to completion of construction, the Contractor shall submit a new NOI in accordance with Permit No. SDR10####.

A copy of all submissions to the State shall be furnished to the COR.

SECTION 01 41 26.01 24 Page 4

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

08/21

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

1.2.2 Environmental Protection

1.2.3 Contractor Generated Hazardous Waste

1.2.4 Project Pesticide Coordinator

1.2.5 Land Application for Discharge Water

1.2.6 Pesticide

1.2.7 Pests

1.2.8 Surface Discharge

1.2.9 Waters of the United States

1.2.10 Wetlands

1.3 GENERAL REQUIREMENTS

1.4 SUBCONTRACTORS

1.5 PAYMENT

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.7.1 Compliance

1.7.2 Contents

1.7.3 Appendix

1.8 PROTECTION FEATURES

1.9 PERMITS, NOTICES, REVIEWS, AND/OR APPROVALS

1.9.1 NPDES Permit for South Dakota Construction Activities

1.10 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.11 NOTIFICATION

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 LAND RESOURCES

3.1.1 Work Area Limits

3.1.2 Landscape

3.1.3 Erosion and Sediment Controls

3.1.4 Contractor Facilities and Work Areas

3.2 WATER RESOURCES

3.2.1 Cofferdams, Diversions, and Dewatering Operations

3.2.2 Stream Crossings

3.2.3 Wetlands

3.3 AIR RESOURCES

3.3.1 Particulates

3.3.2 Odors

3.3.3 Sound Intrusions

SECTION 01 57 20.00 10 Page 1

3.3.4 Burning

3.4 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.4.1 Solid Wastes

3.4.2 Chemicals and Chemical Wastes

3.4.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

3.4.4 Fuel and Lubricants

3.4.5 Waste Water

3.5 RECYCLING AND WASTE MINIMIZATION

3.6 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

3.7 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

3.8 BIOLOGICAL RESOURCES

3.7.1 Endangered/Threatened Species

3.8.1 Interior Least Terns and/or Piping Plovers

3.8.2 Bald Eagles

3.8.3 Migratory Birds

3.9 INTEGRATED PEST MANAGEMENT

3.9.1 Pesticide Delivery and Storage

3.9.2 Qualifications

3.9.3 Pesticide Handling Requirements

3.9.4 Application

3.10 PREVIOUSLY USED EQUIPMENT

3.11 MAINTENANCE OF POLLUTION FACILITIES

3.12 TRAINING OF CONTRACTOR PERSONNEL

3.13 POST CONSTRUCTION CLEANUP

SECTION 01 57 20.00 10 Page 2

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

08/21

PART 1 GENERAL

ATTACHMENT:

Memo: USACE National Historic Preservation Act, Section 106 Review

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

WETLANDS DELINEATION MANUAL (1987) Corps of Engineers Wetlands Delineation Manual

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

33 CFR 328 Definitions of Waters of the United States

40 CFR 150 - 189 Pesticide Programs

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the environment

SECTION 01 57 20.00 10 Page 3 aesthetically, culturally and/or historically.

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

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

1.2.4 Project Pesticide Coordinator

The Project Pesticide Coordinator (PPC) is an individual that resides at a Civil Works Project office and that is responsible for oversight of pesticide application on Project grounds.

1.2.5 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.6 Pesticide

Pesticide is defined as any substance or mixture of substances intended for preventing, destroying, repelling, or mitigating any pest, or intended for use as a plant regulator, defoliant or desiccant.

1.2.7 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.8 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a

SECTION 01 57 20.00 10 Page 4 permit to discharge water from the governing agency.

1.2.9 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

1.2.10 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with

WETLANDS DELINEATION MANUAL.

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations.

Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

No…