Amd7.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

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

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

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

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

FAR (48 CFR) 53.243

N62478-18-R-1515, FY18 MCON Project P-704 Sew er Lift Station and Relief Sew er Lines Joint Base Pearl Harbor-Hickam, Haw aii

The proposal receipt date remains 11/28/18, 2:00 P.M., HST.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 19-Nov-2018

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

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

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X N6247818R1515

X 9B. DATED (SEE ITEM 11)

21-Sep-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

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

CONTRACT ORDER NO. IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

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

6. ISSUED BY

3. EFFECTIVE DATE

19-Nov-2018

CODE

NAVFAC HAWAII

CONSTRUCTION ACQUISITION DIV (OPHA2)

400 MARSHALL ROAD

JBPHH HI 96860-3139

N62478 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6247818R1515

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

REVISED SUMMARY OF CHANGES

APPENDIX F

Add E-mail from EHA DOH Permitting, dated Novermber 9, 2018, to Storm Water Pollution Prevention Plan

APPENDIX O

Add HNH-VH47-4M4D v1, dated 10/26/18 to Stormwater Prevention Plan Add Notice to NPDES Permittees of Hawaii Administrative Rules to Stormwater Prevention Plan Add 2018 Renewal Notice of Intent Form – HI R10F680 to to Stormwater Prevention Plan Add HNH-VH47-4M4DS – voucher to Stormwater Prevention Plan Add HNH-VH47-4M4D – admin to Stormwater Prevention Plan Add HNH-VH47-4M4D – Certification to Stormwater Prevention Plan Add Letter from Hawaii Department of Heatlh, dated Ocotber 31, 2018 (stamped) to Stormwater Prevention Plan Add Letter from Hawaii Department of Heatlh, dated Ocotber 31, 2018 to Stormwater Prevention Plan

Replace Document 00900 (Amendment No. 0006) with the attached Document 00900 (Amendment No.

0007).

Tanaka, Ryan M CIV NAVFAC HI, OPHC4

From: Hong, Anne M CIV NAVFAC HI, OPHEV1 Sent: Monday, November 12, 2018 4:57 PM To: Kimura, Kent Y CIV NAVFAC HI, OPHCI42; Tanaka, Ryan M CIV NAVFAC HI, OPHC4;

Kuromoto, Cori-Ann K CIV NAVFAC HI, CI5 Cc: Woo, Gavin S CIV NAVFAC PAC, PW; Fukuda, Brian T. CIV NAVFAC HI, EV4 Subject: FW: [Non-DoD Source] Submission Step Completed Attachments: Notice to NPDES Permittees of HAR 11-55 App C and L.pdf; P-704 NGPC Renewal

HNH-VH47-4M4DS - admin xtn.pdf Signed By: anne.hong@navy.mil

Follow Up Flag: Follow up Flag Status: Completed

Categories: Red Category

Hello, All

The e‐mail below states that the Notice of General Permit Coverage HI R10F699 for FY18 MCON Project P‐704 was administratively extended. Though the e‐mail also indicates that additional processing steps may be required to complete processing of the online application, I didn't see anything on the online submission that indicated that there was any action required from us.

Attached is a copy of the online submission that shows that updated status to show under Active Steps: "NGPC Issued" and under "Status: "On Hold." According to the attached instruction from the State, if the status is "On‐Hold," then it means that the administrative extension was granted.

When the State issues the new NPDES general permit for storm water associated with construction activities, this project will be covered under that permit.

Very Respectfully, Anne

Anne Hong, P. E.

Environmental Engineer, Code EV1 Naval Facilities Engineering Command Hawaii 400 Marshall Road (Bldg X‐11)

JBPHH HI 96860‐3139

808‐471‐1171, x201 wk 808‐471‐3408 fax anne.hong@navy.mil

‐‐‐‐‐Original Message‐‐‐‐‐ From: EHA DOH Permitting <epwebadmin@doh.hawaii.gov> Sent: Friday, November 09, 2018 3:19 PM To: Hong, Anne M CIV NAVFAC HI, OPHEV1 <anne.hong@navy.mil> Subject: [Non‐DoD Source] Submission Step Completed

Hello Anne Hong, The "Administrative Extension Granted." processing step was recently completed for your Environmental Health e‐ Permitting Portal online application submission #HNH‐VH47‐4M4DS (2018 Renewal Notice of Intent Form ‐ HI R10F699 (FY18 MCON P‐704)). Please note that additional processing steps may be required to complete processing for your online application. For additional information, please login to the e‐Permitting Portal and view your online application submission in your History.

Please contact the administrator at epwebadmin@doh.hawaii.gov or call 808‐586‐4350 for further assistance.

Thank you, Environmental Health e‐Permitting Portal Hawaii Department of Health version

(Submission #: HNH-VH47-4M4DS, version 1)

Summary

Submission #: HNH-VH47-4M4DS Date Submitted: 10/26/2018 11:29

AM

Form: version (2018 Renewal Notice of Intent Form - HI R10F699 (FY18

MCON P-704))

Status: Submitted

Submitted By: Anne Hong Submission Creator:

Anne Hong

Active Steps: Hard Copy Signature Received

File/Reference

Reference #:

Description: 2018 Renewal Notice of Intent Form

Notes

There are currently no Submission Notes.

Details

1. Renewal Information Provide your current NGPC file number (e.g. HIR10E951, HI16LE231, HI12LD380). Your NGPC file number is located in the subject line of your NGPC. Do not put a space after HI.

HIR10F699

Provide the project or facility name that is on the subject line of your NGPC. For example: Construction of ABC Building Project.

Fiscal Year 2018 Military Construction Project P-704 Sewer Lift Station and Relief Sewer Lines

By submitting this form you are certifying that:

You are currently complying with your NGPC requirements, including notifying DOH-CWB of all non-compliance via the e-Permitting CWB Compliance Submittal Form for Individual NPDES Permits and NGPCs.

2. Owner Information Owner Legal Name Identified on Your Current NGPC

Naval Facilities Engineering Command, Hawaii

Owner Department

N/A

Owner Division

N/A

Owner Mailing Address

400 Marshall Road JBPHH, Hawaii 96860-3139

Owner Type

Federal - Federal Government Project

10/26/2018 11:38:17 AM Page 1 of 4

Signatory Type

The person certifying this NOI must meet one of the following descriptions and be employed by the Owner. Please identify your appropriate signatory type based on the items listed below.

State Agency: I certify that for a state agency, I am a principal executive officer or ranking elected official.

Municipal Agency: I certify that for a municipal agency, I am a principal executive officer or ranking elected official.

Non-Federal Public Agency: I certify that for a non-federal public agency, I am a principal executive officer or ranking elected official.

Federal Agency: I certify that for a federal agency, I am the chief executive officer of the agency, or I am the senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency.

Partnership: I certify that I am a general partner for a partnership.

Proprietorship: I certify that I am the proprietor for a sole proprietorship.

Corporation Officer: I certify that for a corporation, I am the President, Vice President, Secretary, or Treasurer of the corporation and in charge of a principal business function, or I perform similar policy or decision-making functions for the corporation.

Corporation Manager: I certify that for a corporation, I am the Manager of one or more manufacturing, production, or operating facilities and am authorized to make management decisions which govern the operation of the regulated facility or facilities including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations. I can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements and authority to sign documents has been assigned or delegated to me in accordance with corporate procedures.

Trust: I certify that for a trust, I am a trustee.

LLC: I certify that for a limited liability company (LLC), I am the Manager or a Member authorized to make management decisions for the LLC and am in charge of a principal business function, or I perform similar policy or decisionmaking functions for the LLC.

Please Select the Signatory Type based on the above descriptions.

Federal Agency

Certifying Person Salutation

Captain

Certifying Person First Name

Alexander

Certifying Person Last Name

Hutchison

Certifying Person Title

CEC, USN, Executive Officer

Certifying Person Email Address alexander.hutchison@navy.mil

10/26/2018 11:38:17 AM Page 2 of 4

Certifying Person Phone Number (e.g., 555-555-5555)

808-471-3926

3. Authorized Representative Authorization

The Certifying Person hereby authorizes the named individual or any individual occupying the named position of the company/organization listed below to act as our representative to submit information/documents necessary to complete the NOI to discharge to State waters from the subject facility. Our representative is further authorized to submit information/documents for compliance with the NPDES general permit conditions, except submittal of the Notice of Cessation (NOC). The Owner hereby agrees to comply with and be responsible for all NPDES general permit conditions. This authorization begins with NOI processing and ends upon receipt of the NOC by the CWB. The Owner authorizes the duly authorized representative to submit additional information/documents necessary to complete the NOI and to submit information/documents to comply with the NPDES general permit conditions. The Owner is responsible for all information/documents submitted by the duly authorized representative for completion of the NOI and for compliance with the NPDES general permit conditions. The Certifying Person is required to sign the NOC for the project. After receipt of the NOC for the project, the duly authorized representative is no longer recognized by the CWB. The responsibility of the authorized representative cannot be delegated to an outside consultant with no financial responsibility for the company - they cannot sign as the "authorized representative" on behalf of the Owner. This requirement stems from the fact that self-reporting is critical under the Clean Water Act and Hawaii Water Pollution statutes; reports filed with CWB can have serious legal consequences, including possible civil and even criminal liability. The Owner in signing reports, therefore, must be represented by someone who has some responsibility for the corporation's financial interests.The Certifying Person attests that the authorized representative 1) meets the requirements of HAR 11-55-07(b); and 2) has financial responsibility within the corporation/organization who can attest to the accuracy of reports either because he or she participated in the preparation of the report, or supervises those who did prepare it and can attest that those individuals followed standard protocols that ensure the accuracy of the report. Both the Certifying Person and authorized representative understand that they can be subject to civil and criminal liability for non-compliance with NPDES general permit conditions, non-compliance with HAR Chapters 11-54 and 11-55, and for falsifying information.

Authorized Representative Contact Information

Complete the following for your Authorized Representative.

Authorized Representative Company/Organization Name

Naval Facilities Engineering Command, Hawaii

Authorized Representative Department

Capital Improvements Department

Authorized Representative Division

Facilities Engineering and Acquisition Division

Authorized Representative Mailing Address

75 H Street, Building 1200 (Attn: PRJ21) JBPHH, Hawaii 96853-5230

Authorized Representative First Name

NONE PROVIDED

Authorized Representative Salutation

NONE PROVIDED

Authorized Representative Last Name

Construction Manager

Authorized Representative Email Address adam.mikes@navy.mil

Authorized Representative Phone (e.g., 555-555-5555)

808-448-2803

10/26/2018 11:38:17 AM Page 3 of 4

Attachments

Date Attachment Name Context Confidential?

Status History

Date User Processing Status

10/26/2018 11:21:55 AM Anne Hong Draft

10/26/2018 11:29:22 AM Anne Hong Submitted

Processing Steps

Step Name Assigned To/Completed By

Date Completed

Submit Form via ePermitting. Mail or Deliver Completed Hard Copy to DOH-CWB to Begin Processing.

Anne Hong 10/26/2018

11:29:22 AM

Hard Copy Signature Received

NGPC Issued

Administrative Extension Granted.

Wait for Readoption of General Permit

10/26/2018 11:38:17 AM Page 4 of 4

Notice to NPDES Permittees of Hawaii Administrative Rules, Chapter 11-55 General Permits

Appendix C Storm Water Associated with Construction Activity Appendix L Circulation Water from Decorative Ponds or Tanks

This notice applies only to Hawaii Administrative Rules (HAR), Chapter 11-55, Appendix C, Storm Water Associated with Construction Activity and Appendix L, Circulation Water from Decorative Ponds or Tanks, both expiring December 5, 2018.

CONTINUING COVERAGE UNDER THE GENERAL PERMITS:

To continue General Permit (GP) coverage for the Appendices listed above, the following must be received by the Department of Health, Clean Water Branch (DOH-CWB) by November 7, 2018:

1. 2018 Renewal Notice of Intent Form through the DOH e-Permitting Portal. One (1) form per NPGC.

The DOH e-Permitting Portal is located at: https://eha-cloud.doh.hawaii.gov/epermit/.

2. Hard copy print out of the 2018 Renewal Notice of Intent Form.

3. Transmittal Requirements and Certification Statement (downloaded through completing the 2018

Renewal Notice of Intent Form) signed by the Certifying Person.

4. Nonrefundable $500 filing fee either through the DOH e-Permitting Portal (PayPal) or by check payable to the “State of Hawaii.“

The DOH-CWB will not process the 2018 Renewal Notice of Intent Form until Items 1 - 4 above are received.

If you are not issued a new NGPC prior to the expiration date (December 5, 2018), your current NGPC will be automatically administratively extended, unless otherwise informed, if Items 1 - 4 listed above are received by the DOH-CWB by November 7, 2018. Under an administrative extension, the terms and conditions of the expired GP will continue to be effective until a new NGPC can be issued under the readopted GP.

Please note that the DOH-CWB will not be sending letters confirming administrative extensions. To verify if your current NGPC was administratively extended, log in to the DOH e-Permitting Portal to view the Submission Details of the 2018 Renewal Notice of Intent Form you submitted, which can be found under the History link. A status of “On-Hold” for your 2018 Renewal NOI Form means the administrative extension was granted.

TERMINATING COVERAGE UNDER THE GENERAL PERMITS:

To terminate coverage under the GP, please submit a CWB Compliance Submittal Form for Individual NPDES Permits and NGPCs form through the DOH e-Permitting Portal with the Notice of Cessation portion of the form completed after your discharge ceases.

OBTAINING NEW COVERAGE UNDER THE GENERAL PERMITS:

If the new GPs are not adopted prior to December 5, 2018, there will be no GP to obtain coverage under and you will have the following options:

1. Apply for a NPDES Individual Permit at least 180 days prior to the commencement of construction activity (Appendix C) or the discharge to state waters (Appendix L).

2. If you wish to obtain coverage under either GP in the event that the new GPs cannot be issued prior to the expiration of the current GPs, perform the following:

A. complete the current CWB NOI Form with all required information via the DOH e-Permitting

Portal as soon as possible to obtain coverage under the current GPs.

B. After receiving a NGPC, submit a 2018 Renewal Notice of Intent Form (as explained above) to ensure GP coverage after December 5, 2018 by means of an administrative extension.

version

(Submission #: HNH-VH47-4M4DS, version 1)

Summary

Submission #: HNH-VH47-4M4DS Date Submitted: 10/26/2018 11:29

AM

Form: version (2018 Renewal Notice of Intent Form - HI R10F699 (FY18

MCON P-704))

Status: On Hold

Submitted By: Anne Hong Submission Creator:

Anne Hong

Active Steps: NGPC Issued

File/Reference

Reference #: HIR10F699

Description: 2018 Renewal Notice of Intent Form

Notes

Details

1. Renewal Information Provide your current NGPC file number (e.g. HIR10E951, HI16LE231, HI12LD380). Your NGPC file number is located in the subject line of your NGPC. Do not put a space after HI.

HIR10F699

Provide the project or facility name that is on the subject line of your NGPC. For example: Construction of ABC Building Project.

Fiscal Year 2018 Military Construction Project P-704 Sewer Lift Station and Relief Sewer Lines

By submitting this form you are certifying that:

You are currently complying with your NGPC requirements, including notifying DOH-CWB of all non-compliance via the e-Permitting CWB Compliance Submittal Form for Individual NPDES Permits and NGPCs.

2. Owner Information Owner Legal Name Identified on Your Current NGPC

Naval Facilities Engineering Command, Hawaii

Owner Department

N/A

Owner Division

N/A

Owner Mailing Address

400 Marshall Road JBPHH, Hawaii 96860-3139

Owner Type

Federal - Federal Government Project

11/12/2018 4:54:23 PM Page 1 of 4

Signatory Type

The person certifying this NOI must meet one of the following descriptions and be employed by the Owner. Please identify your appropriate signatory type based on the items listed below.

State Agency: I certify that for a state agency, I am a principal executive officer or ranking elected official.

Municipal Agency: I certify that for a municipal agency, I am a principal executive officer or ranking elected official.

Non-Federal Public Agency: I certify that for a non-federal public agency, I am a principal executive officer or ranking elected official.

Federal Agency: I certify that for a federal agency, I am the chief executive officer of the agency, or I am the senior executive officer having responsibility for the overall operations of a principal geographic unit of the agency.

Partnership: I certify that I am a general partner for a partnership.

Proprietorship: I certify that I am the proprietor for a sole proprietorship.

Corporation Officer: I certify that for a corporation, I am the President, Vice President, Secretary, or Treasurer of the corporation and in charge of a principal business function, or I perform similar policy or decision-making functions for the corporation.

Corporation Manager: I certify that for a corporation, I am the Manager of one or more manufacturing, production, or operating facilities and am authorized to make management decisions which govern the operation of the regulated facility or facilities including having the explicit or implicit duty of making major capital investment recommendations, and initiating and directing other comprehensive measures to assure long term environmental compliance with environmental laws and regulations. I can ensure that the necessary systems are established or actions taken to gather complete and accurate information for permit application requirements and authority to sign documents has been assigned or delegated to me in accordance with corporate procedures.

Trust: I certify that for a trust, I am a trustee.

LLC: I certify that for a limited liability company (LLC), I am the Manager or a Member authorized to make management decisions for the LLC and am in charge of a principal business function, or I perform similar policy or decisionmaking functions for the LLC.

Please Select the Signatory Type based on the above descriptions.

Federal Agency

Certifying Person Salutation

Captain

Certifying Person First Name

Alexander

Certifying Person Last Name

Hutchison

Certifying Person Title

CEC, USN, Executive Officer

Certifying Person Email Address alexander.hutchison@navy.mil

11/12/2018 4:54:23 PM Page 2 of 4

Certifying Person Phone Number (e.g., 555-555-5555)

808-471-3926

3. Authorized Representative Authorization

The Certifying Person hereby authorizes the named individual or any individual occupying the named position of the company/organization listed below to act as our representative to submit information/documents necessary to complete the NOI to discharge to State waters from the subject facility. Our representative is further authorized to submit information/documents for compliance with the NPDES general permit conditions, except submittal of the Notice of Cessation (NOC). The Owner hereby agrees to comply with and be responsible for all NPDES general permit conditions. This authorization begins with NOI processing and ends upon receipt of the NOC by the CWB. The Owner authorizes the duly authorized representative to submit additional information/documents necessary to complete the NOI and to submit information/documents to comply with the NPDES general permit conditions. The Owner is responsible for all information/documents submitted by the duly authorized representative for completion of the NOI and for compliance with the NPDES general permit conditions. The Certifying Person is required to sign the NOC for the project. After receipt of the NOC for the project, the duly authorized representative is no longer recognized by the CWB. The responsibility of the authorized representative cannot be delegated to an outside consultant with no financial responsibility for the company - they cannot sign as the "authorized representative" on behalf of the Owner. This requirement stems from the fact that self-reporting is critical under the Clean Water Act and Hawaii Water Pollution statutes; reports filed with CWB can have serious legal consequences, including possible civil and even criminal liability. The Owner in signing reports, therefore, must be represented by someone who has some responsibility for the corporation's financial interests.The Certifying Person attests that the authorized representative 1) meets the requirements of HAR 11-55-07(b); and 2) has financial responsibility within the corporation/organization who can attest to the accuracy of reports either because he or she participated in the preparation of the report, or supervises those who did prepare it and can attest that those individuals followed standard protocols that ensure the accuracy of the report. Both the Certifying Person and authorized representative understand that they can be subject to civil and criminal liability for non-compliance with NPDES general permit conditions, non-compliance with HAR Chapters 11-54 and 11-55, and for falsifying information.

Authorized Representative Contact Information

Complete the following for your Authorized Representative.

Authorized Representative Company/Organization Name

Naval Facilities Engineering Command, Hawaii

Authorized Representative Department

Capital Improvements Department

Authorized Representative Division

Facilities Engineering and Acquisition Division

Authorized Representative Mailing Address

75 H Street, Building 1200 (Attn: PRJ21) JBPHH, Hawaii 96853-5230

Authorized Representative First Name

NONE PROVIDED

Authorized Representative Salutation

NONE PROVIDED

Authorized Representative Last Name

Construction Manager

Authorized Representative Email Address adam.mikes@navy.mil

Authorized Representative Phone (e.g., 555-555-5555)

808-448-2803

11/12/2018 4:54:23 PM Page 3 of 4

Attachments

Date Attachment Name Context Confidential?

Status History

Date User Processing Status

10/26/2018 11:21:55 AM Anne Hong Draft

10/26/2018 11:29:22 AM Anne Hong Submitted

11/9/2018 3:18:51 PM Michael Hayato Kaneshiro On Hold

Processing Steps

Step Name Assigned To/Completed By

Date Completed

Submit Form via ePermitting. Mail or Deliver Completed Hard Copy to DOH-CWB to Begin Processing.

Anne Hong 10/26/2018

11:29:22 AM

Hard Copy Signature Received Michael Hayato Kaneshiro

11/9/2018 3:18:35

PM

NGPC Issued

Administrative Extension Granted. Michael Hayato Kaneshiro

11/9/2018 3:18:37

PM

Wait for Readoption of General Permit

11/12/2018 4:54:23 PM Page 4 of 4

Document 00900

Amendment No. 0007

DOCUMENT 00900

REQUESTS FOR INFORMATION & RESPONSES

FOR

RFP NO. NO. N62478-18-R-1515

FY18 MCON PROJECT P-704 SEWER LIFT STATION AND RELIEF SEWER LINES,

JOINT BASE PEARL HARBOR-HICKAM, HAWAII

Q1. Reference page 20 of 206, Clause 52.228-1 Bid Guarantee. Please provide missing bid guarantee values in paragraph C.

A1. See Amendment No. 0001.

Q2. Specification Section 07 27 10.00 10 paragraph 1.7.a. requires employment of an Air Barrier Inspector with training and certification as an Air Barrier Installer from ABAA. There are no ABAA certifier installers in the State of Hawaii. Please revise requirements to accommodate local market conditions.

A2. If no trainer can be found with an ABAA certification, “or other third party air barrier associate” is acceptable as indicated in Section 07 27 10.00 10 paragraph 1.7a.

Q3. Specification section 52.228-1, Bid Guarantee, does not specify the Bid Guarantee percentage or the dollar amount required. Bidder requests both the percentage and dollar value.

A3. See Amendment No. 0001.

Q4. Bidder request that NAVFAC provide the following as-built drawings:

a. Building 1385, Equipment and Equipment Pads and Wet Well Drawings

b. Buildings 1358, 1587, 1657, 1658, 1871 and all covered shelters.

c. Drawing C-102 – location A/1 fuel tank concrete containment.

A4. See Amendment No. 0002. NAVFAC Hawaii included all as-built drawings that it has.

Q5. The pump specifications in Section 22 13 29 is proprietary to one manufacturer. We would like to submit a request to substitute with another pump manufacturer that can meet the performance requirements.

A5. Please submit backup information for the proposed pump.

Q6. Section 03 30 00 paragraph 1.6.6.1 requires the quality manager to hold a current license as a professional engineer with experience on at least five (5) similar projects. Please clarify if the quality manager referenced in Section 03 30 00 is in addition to the QC Manager required by Section 01 45 00.00 20 paragraph 1.5.

A6. Quality Manager referenced in Section 03 30 00 is in addition to the QC Manager referenced in Section 01

45 00.00 20.

Q7. Section 03 30 00 paragraph 2.4.1.1 requires Type V cement. Type V cement is not available in the State of

Hawaii. Please revise requirements to accommodate local market conditions.

A7. Provide Type II cement with Class "F" fly ash under the Base Bid and Type V cement under Bid Option 4.

Q8. Please confirm that the deleterious requirement for aggregates can be categorized as “Negligible Weather” for this project based on the definitions of the aggregate categories per ASTM C33, table 3, note 1. ASTM C33 (Standard Specification For Concrete Aggregates), table 3, note 1 defines the category (N) Negligible

Weathering Region – A climate where concrete is rarely exposed to freezing in the presence of moisture.

Hawaii is unique among the United States in that it has warm weather conditions year-round. Ambient air temperatures for this project average in the 70’s - 80’s Fahrenheit so there is no risk of exposure to freeze thawing cycles or the use of deicing chemicals. Fig. 1 from page 7 of ASTM C33 is a map showing the “Location of Weathering Regions”. Although Hawaii is not shown on the map, Hawaii has a milder climate than coastal southern California which is classified as “negligible weathering”.

A8. Deleterious requirement for aggregates can be categorized as “Negligible Weather”.

Q9. Please verify that ASTM C1293 in conjunction with low alkali cement is acceptable in lieu of C1260 for alkali silica resistivity.

A9. Conform to C1260 per specifications.

Q10. Section 05 12 00 paragraph 1.3 requires structural steel be fabricated in an AISC certified fabrication plant.

Given the small size and simplicity of the project, please delete the AISC plant certification requirement.

A10. Paragraph 1.3 “AISC Quality Certification” can be removed due to the minimal amount of steel used in this project.

Q11. Detail C1/A-404 is called out at Stair #1 on drawing A-101. Detail C1-A404 does not exist. Please provide correct detail call-out.

A11. Detail callout should be referencing sheet A-401 instead of sheet A-404.

Q12. Please verify the plan detail call-out of A1/A-401 at Stair #2 on drawing A-101 should be B1/A-401.

A12. It should be B1/A-401.

Q13. Please provide the Hazardous Material Survey by Myonghee Noh & Associates dated July 2015 for buildings 1358, 1358E, 1385, 1587 and the wet well.

A13. See Amendment No. 0002.

Q14. Please provide Soil and Groundwater Screening Report by Myonghee Noh & Associates dated July 2016.

A14. See Amendment No. 0002.

Q15. Volume 1 Drawing G-005 Sewer Note 8 requires the contractor to provide and maintain temporary power as necessary to maintain normal lift station operation. Please clarify the specific operations to be accommodated (loads, normal power, emergency power, etc.)

A15. See Drawing E-101. Design assumed providing a 2000 kW temporary generator.

Q16. Please provide as-built documents for all facilities to be demolished.

A16. See answer to Question 4.

Q17. Volume 1 Drawing C-003 describes a proposed By-Pass Plan. However, at the site visit an existing sewer by-pass appeared to be in place. Please clarify the Contractor’s responsibility regarding furnishing, installing, maintaining and removing the existing by-pass currently constructed onsite.

A17. Existing sewer bypass should be removed. Removal should be coordinated with the Contracting Officer.

Contractor will be responsible for furnishing, installing and maintaining own bypass system.

Q18. Volume 1 Drawing C-102 Note 2 states to relocate existing containers not shown. Please provide quantity of containers not shown for bidding purposes.

A18. Government will move containers before start of construction.

Q19. Specification Section 03 45 33 Precast Structural Concrete is included in the project specifications. All concrete on the structural drawings appears to be cast-in-place concrete. Please clarify the location of precast on the project.

A19. Refer to civil drawings for details and location of precast concrete manhole structures.

Q20. Please clarify the intent of note 1 on Volume 1 Drawings P-302 & P-303 to “apply protective coating to all concrete and ferrous metal surfaces”. All Structural Steel is to be hot-dipped galvanized per plan notes and applicable specifications. Is the hot-dipped galvanized coating the “protective coating” referred to in the aforementioned note?

A20. No, note does not refer to the hot-dipped galvanized coating. Note refers to the epoxy coating that should be applied to the concrete and metal surfaces in the wetwell.

Q21. Please provide height of baffle wall shown in detail A1/S501.

A21. Height of the baffle wall varies from 4’-1” to 5’-4”.

Q22. Please verify that the foundation for the pump station can be monolithic and not separated to 1,200 SF maximum placements per section 03 30 00 page 27 paragraph 3.11.1.1.b.

A22. Pump station foundation may be poured monolithically.

Q23. Are there any additional requirements for “Mass Concrete” as defined in section 03 30 00 page 5 paragraph

1.2.f?

A23. Yes, for mix design.

Q24. Section 03 00 00-page 7 paragraph 1.5 does not indicate ACI 211.1 for Mass Concrete yet the mix design paragraph 2.3.1 indicates this ACI specification. Is this required?

A24. Yes, ACI 211.1 is required for mix design.

Q25. Are we to follow ACI 301 or ACI 211.1 for Mass Concrete curing? Reference section 03 30 00-page 28 paragraph 3.13.

A25. Follow ACI 301 for curing.

Q26. Concrete testing specification 03 30 00 page 30 paragraph 3.14.2 does not indicate any special testing for

Mass Concrete, is this required?

A26. Provide testing as indicated in paragraph 3.14.2. No other testing is required.

Q27. Due to the complexity of this project a two (2) week postponement of the bid date is requested.

A27. See Amendment No. 0002.

Q28. According to the signage schedule on drawing A-603, Detail B1 & C1 state the signs are to be melamine plastic. However, the spec section 10 14 00.20 states the standard interior rooms signs are to be aluminum with melamine plastic engraving. Please confirm to follow the signage schedule drawing A-603 or the specs section 10 14 00.20.

A28. The safety hazard signs should be aluminum. The room signs should be melamine. C1 and B1 are melamine with raised lettering. Signs C2 and B2 should be aluminum.

Q29. According to the signage schedule on drawing A-603, Detail C1 states the signs are to have corners rounded to ½”. However, the spec section 10 14 00.20 states the standard interior rooms signs are to be rounded to 3/8”. Please confirm to follow the signage schedule drawing A-603 or the specs section 10 14 00.20.

A29. Corners can be rounded to ½” per drawing.

Q30. According to the signage schedule on drawing A-603, Detail B1 & C1 state the signs are to have 3/32” raised lettering. However, the spec section 10 14 00.20 states the standard interior rooms signs are to have 1/32” raised lettering. Please confirm to follow the signage schedule drawing A-603 or the specs section 10 14 00.20.

A30. Follow 3/32” on drawings.

Q31. Please confirm the only fire extinguisher needed to be provided is the one shown on the storage shed floor plan on Drawing F-102. If not, please verify exact locations indicated on the drawings.

A31. Portable fire extinguishers are not required for the Pump Station Building. One fire extinguisher is required for the storage shed as shown on F-102.

Q32. We are requesting to substitute materials specified in Section 22 13 29 – Sanitary Sewerage Pumps on this project. The specifications is written around one manufacturer with proprietary features. Consequently, only one manufacturer can meet the specifications and bid this project at this time.

A32. The proposed substitute pump is not acceptable. The electrical system is sized to support maximum 400

HP pumps. Proposed substitute pump is 483 HP. Impeller should be semi-open. Impeller for proposed substitute pump is centrifugal. Service cart material should be Type 316 stainless steel. Service cart material for proposed substitute pump is coated structural steel.

Q33. Volume 1, sheet A-212, Graphic Scale shows to use a 3/8” = 1’-0” scale for detail C4 Restroom. The mentioned detail C4 is drawn using a 3/16” = 1’-0” scale. Please confirm detail C4 is to use the 3/16” = 1’- 0” scale.

A33. Detail C4 is drawn at 3/8” = 1’-0” and graphic scale is correctly shown.

Q34. Please clarify the intent of specifying Type V cement for this project. ACI 318 “Building Code” indicates in Tables 4.2.1 & 4.3.1, that for moderate sulfate exposure “class S1” (seawater, Water soluble sulfate (SO4) in soil, percent by weight {0.10 < SO4 < 0.20} or Sulfate (SO4) in water {150 ppm < SO4 < 1500 ppm}) Type II cement is required. Unless the owners are expecting sulfate concentrations greater than “moderate” as defined by ACI 318, there is no need for Type V cement. If higher sulfate is expected, Hawaiian Cement can offer Type II cement with Class “F” fly ash to improve the sulfate resistance. Section R4.3 (Requirements for concrete mixtures) of ACI 318 states “The use of fly ash (ASTM C618, Class F), natural pozzolans (ASTM C618, Class N), silica fume (ASTM C1240), or ground-granulated blast-furnace slag (ASTM C989) also has been shown to improve the sulfate resistance of concrete.” The footnote on Table 4.3.1 states “‡For seawater exposure, other types of portland cements with tricalcium aluminate (C3A) contents up to 10 percent are permitted if the w /cm does not exceed 0.40.” Again, there is no requirement for type V. Remember that type V cement is for sulfate resistance only and does not improve resistance to chemical attack (acids) or corrosion (hydrogen sulfide in sewage treatment). If this is the intended purpose for the Type V cement, again, the addition of class “f’ fly ash can greatly improve chemical and corrosion resistance by decreasing the permeability of the concrete.

A.34. See answer to Question 7.

Q35. Bypass, C-003. Government provide bypass pumping gallons per hour at existing wetwell, SMH C5 to C3 and SMH D12 to New SMH109.

A35. Refer to C-003 Note 1 for portable pump minimum capacity. Estimated average day flow and peak flow at

SMH C5 are 2.5 mgd and 5.8 mgd, respectively. Estimated average day flow and peak flow at SMH D12 are 2.3 mgd and 5.3 mgd, respectively.

Q36. Tech Specs, 01 57 19, 1.4.2 (Page 9). Government provide copy of the installation's Environmental

Management System.

A36. See Amendment No. 0002.

Q37. Environ, Public Record. Government provide the Environmental Record of Decision for the Shipyard area of Pearl Harbor, related to CERCLA (Superfund) Liability

A37. There is no Record of Decision for the CERCLA sites identified for this project.

Q38. As-builts, C-102. Government provide as-builts for fuel lines to be abandoned and removed, particularly regarding pipeline coatings, fuel in lines and cleaning performed or to be performed by the Government.

A38. See Amendment No. 0002 for available record drawings. Fuel lines were assumed to be emptied and cleaned prior to abandonment. However, Contractor should take necessary precautions for potential residual in the fuel lines.

Q39. Structural, 03 30 00, Paragraph 2.4.1.1. Hawaiian Cement RFI on Type 5 Cement, attached

A39. See answer to Question 7.

Q40. Basis of Design, Page 44. Government provide DON "Excavation and Dewatering in the Pearl Harbor

Naval Complex (14 Dec 94) document.

A40. See Amendment No. 0002.

Q41. Basis of Design, Page 46. Government provide Navy Guidance "Technical Memorandum for Evaluating

Sites in Hawaii with Soil Potentially Impacted by Pesticides Applied to Control Termites and Other Pests and an Approach for Developing a Remedial Response (March 2013) document.

A41. See Amendment No. 0002.

Q42. Basis of Design, Page 47. Government provide Department of Navy issued letter for excavation and dewatering with guidelines for handling petroleum contaminated soil and groundwater in the Pearl Harbor Naval Complex document.

A42. See Amendment No. 0002.

Q43. Environ, 02 61 23. REMOVAL AND DISPOSAL OF PCB CONTAMINATED SOILS Paragraph 2.2

Field Screening Test - Is there a specific field test recommended to screen for PCCBs that meets the listed requirements (capable of detecting PCBs down to at least 1 ppm, with less that 5 percent false negatives, and providing on site results within 2 hours of taking sample)?

A43. Yes, the RaPID Assay field test should be capable of achieving the required detection limit within the time frame required.

Q44. Environ, 02 61 23. Paragraph 3.3.4 Excavation Limits - The contaminated area map (G-008) and contaminated area plot plan 1 (G-009) identify the horizontal limits of PCB-contaminated soil. What are the vertical limits of PCB-contaminated soil? According to the contaminated area plot 1 (G-009), PCB-contaminated soil extends beyond the boundary of the pump station project site; is Paragraph 3.3.4 requiring excavation for the entire PCB-contaminated area shown on G-009, or only contaminated soil within the project site boundary, or only material within the project site that requires disturbance to construct the project?

A44. Refer to figures showing sampling results at selected depths. Paragraph 3.3.4 is referring to the excavated material within the project site that requires disturbance to construct the project.

Q45. Environ, 02 61 23. Paragraph 3.5.2 Disposal - PCB-contaminated soil (greater that 50 mg/kg) that must be disposed of at a TSCA regulated landfill cannot be disposed on-island and must me shipped to a mainland facility. Since PCBs were detected up to 170 mg/kg, the quantity of PCB-contaminated soil to be shipped to the mainland cannot be determined. For pricing purposes, does the government have an estimated quantity of PCB-contaminated soil that will require shipping to a TSCA regulated landfill?

A45. The estimated quantity of PCB-contaminated soil that will require shipping to a TSCA regulated landfill is

550 cubic yards for the Base Bid and 600 cubic yards for Bid Option 3.

Q46. Abandonment, Volume II, C-101 to C-111. Contractor request government furnish as-builts for existing

Gravity Sewer Mains shown on the referenced drawings.

A46. NAVFAC Hawaii personnel was not able to find as-built drawings of the gravity sewer lines. NAVFAC

Hawaii has Sewer System maps which indicate manhole ID's, distance between manholes, top of manhole elevation, manhole invert elevation, and pipe size.

Q47. Why is Type V cement specified for this project and for this particular applications?

ACI 318 “Building Code” indicates in Tables 4.2.1 & 4.3.1, that for moderate sulfate exposure “class S1” (seawater, Water soluble sulfate (SO4) in soil, percent by weight {0.10 < SO4 < 0.20} or Sulfate (SO4) in water {150 ppm < SO4 < 1500 ppm}) Type II cement is required. Unless the owners are expecting sulfate concentrations greater than “moderate” as defined by ACI 318, there is no need for Type V cement. Please refer to the attached copy of ACI 318 Tables 4.2.1 & 4.3.1. If higher sulfate is expected, Hawaiian Cement can offer Type II cement with Class “F” fly ash to improve the sulfate resistance. Section R4.3 (Requirements for concrete mixtures) of ACI 318 states “The use of fly ash (ASTM C618, Class F), natural pozzolans (ASTM C618, Class N), silica fume (ASTM C1240), or ground-granulated blast-furnace slag (ASTM C989) also has been shown to improve the sulfate resistance of concrete.” The footnote on Table

4.3.1 states “‡For seawater exposure, other types of portland cements with tricalcium aluminate (C3A) contents up to 10 percent are permitted if the w /cm does not exceed 0.40.” Again, there is no requirement for type V. Remember that type V cement is for sulfate resistance only and does not improve resistance to chemical attack (acids) or corrosion (hydrogen sulfide in sewage treatment). If this is the intended purpose for the Type V cement, again, the addition of class “f’ fly ash can greatly improve chemical and corrosion resistance by decreasing the permeability of the concrete.

Remember that type V cement is for sulfate resistance only and does not improve resistance to chemical attack (acids) or corrosion (hydrogen sulfide in sewage treatment). If this is the intended purpose for the

Type V cement, again, the addition of class “f’ fly ash can greatly improve chemical and corrosion resistance by decreasing the permeability of the concrete.

A47. See answer to Question 7.

Q48. Does the design team want class “F” fly ash added to the concrete to improve resistance to chemical attack

(including sulfate) and corrosion?

A48. See answer to Question 7.

Q49. During the site visit, we observed that there are two temp bypass pumps are in the process to be installed in order to isolate / take out existing pump station out of service. Will the government take care of the bypass system including all associated costs related to bypass for the entire duration of the project?

A49. No, the Government will not take care of the bypass system. The Contractor will be responsible for providing the bypass system.

Q50. For existing aboveground fuel tank: Please provide anticipated residual quantities of fuel and sediment

(please see attached picture).

A50. Aboveground fuel tank will be full. The Contractor will need to empty the tank and provide new tank with full tank of fuel.

Q51. For anticipated PCB contaminated soil and water: Please provide estimated soil tonnage and water gallonage expected or excavation schedule information to help estimate.

A51. Estimated volume of in-place PCB-contaminated soil is 1,800 cubic yards for the Base Bid and 1,900 cubic yards for Bid Option 3. For bidding purposes, the anticipated amount of PCB-contaminated water is zero.

Q52. For existing above ground acid tank: Please provide anticipated residual quantities of liquids/sediment

(please see attached picture).

A52. Equipment and tanks in the former IWTP area were cleaned and emptied when the treatment plant was abandoned. Anticipated residual in the existing aboveground acid tank is expected to be minimal, if any.

Q53. For all pipelines cleaning in preparation for demolition/removal/replacement/re-use: Please provide anticipated pipeline size and lengths, anticipated residual liquids and sludge needing disposal.

A53. Anticipated pipeline sizes and lengths are shown on the drawings. The abandoned lines were assumed to be emptied and cleaned. However, the Contractor should take necessary precautions for potential residuals in the abandoned lines.

Q54. Specification 03 30 00: Cast-In-Place Concrete

a. Paragraph 2.4.1.1. Type V concrete is not available in Hawaii. Please clarify. See Volume I, Drawings S-001 and S-101 through S-103.

b. Paragraph 3.6.2. There is a delivery requirement of 90 minutes for the concrete, can that be waived?

A54. a. Provide Type II cement with Class "F" fly ash under the Base Bid and Type V cement under Bid

Option 4.

b. No, follow delivery requirement according to specifications.

Q55. Archaeological monitoring required? Report available to bidders? Please provide force account allowance for archaeological monitoring?

A55. Archaeological monitoring is not required. The Navy does not use force accounts.

Q56. Please provide force account allowance for monitoring of active nests during the Hawaiian Hoary bat pupping season, migratory birds and spread of coconut rhinoceros beetles?

A56. The Navy does not use force accounts.

Q57. Specifications stated to provide top and bottom rails. Volume I, Drawing C-522 stated "No. 7 coiled spring reinforcing wire or top rail and the bottom just states No. 7 coiled spring reinforcing wire.” Please confirm what is the intent for the top and bottom of this fence system. Top rails or tension wire top and bottom rail or tension wire bottom?

A57. Provide top rails and bottom tension wire.

Q58. Volume I, Drawing G-005, Environmental Notes. Hazardous Materials Survey Report stated to refer to the report completed by Myonghee Noh & Associates in July 2015. Please provide HAZMAT and Soil/Screening Reports for the Repair SY-001 Wet well project.

A58. See Amendment No. 0002.

Q59. Referencing Volume II, please provide the size of the abandoned fuel line that needs to be removed as required.

A59. The location of the fuel line near the alignment of the new 42" sewer along South Avenue is not shown correctly on the topographic survey. The fuel line is not located within the roadway. This is addressed in Amendment No. 0003.

Q60. Please provide photographs of interior and exterior of existing Buildings, fuel tank pad and electrical substation to be demolished.

A60. See Amendment No. 0002.

Q61. Volume I, Drawing G-005, Building Demolition Notes #1 and #6 refers to all existing buildings. Note #6 states to demolish structure minimum 2 feet below existing grade. Please provide foundation as-builts of the existing Buildings 1385, 1587, 1657 and 1658.

A61. See answer to Question 4.

Q62. Volume I, Drawing G-005, Building Demolition Notes #7 through #10 regarding specifically for existing buildings 1358 and 1587. Volume I, Drawing C-104 stated “Demolish Exist Wet Well Structure Below, See Note 4” and Note 4 stated “Existing pump station wet well structure is in poor condition. Contractor shall exercise caution when working in the vicinity of the wet well structure.” Hazardous Materials Survey Report stated “Building 1358 shall be demolished after the new sewer lift station is in service.” Please clarify extent of demolition? Intermediate room, pump room and wet well to be demolished too? Please provide as-builts of the existing Pump Station at Building 1358.

A62. Extent of demolition is as indicated in Building Demolition Notes on G-005. Portions of the intermediate room, pump room and wetwell will need to be demolished. See Amendment No. 0002 for record drawings.

Q&A63. Volume I, Site Demolition, Drawings C-102 through C-106.

a. General

(1) Please provide…