Amend_03_140P2024R0048_Attachment_0003.pdf

Park SLBE

PMIS 318729

Notice ID 140P2024R0048 Link SAM.gov Question No.

Amendment No.

Amendment Date

Sheet or Ref Question Response

Date Answered

1 03 8/6/2024 We would request an extension of 3 weeks to the bid due date based on the requirements of the proposal, coordination efforts between subcontractors, specialty personnel, wildlife biologist, and archeological monitor needed to complete the technical write-up for the project.

Proposal due date is extended to September 10, 2024 at 1300 MDT.

8/6/2024

SLEEPING BEAR DUNES NATIONAL LAKESHORE

FACILITY REHABILITATION

ON MANITOU ISLANDS

SMI EXTERIOR IMPROVEMENT CLINS

DEFINITION

Feet 0 60 120

Feet 0 120 240

Feet 0 200 400

South Manitou Build. No. Building Name FMSS#

SMI-1 BENTH JOHNSON/KELDER HOUSE QTRS 1826

SMI-2 TOBIN, JOHN & LOTTIE HOUSE QTRS 1830

SMI-3 HUTZLER, GEORGE I & SELMA QTRS 1832

SMI-4 HUTZLER, GEORGE C & MARY ANN FARMHOUSE 1877

SMI-5 HUTZLER, GEORGE C & MARY ANN BARN 1878

SMI-6 HUTZLER, GEORGE C & MARY ANN SHED #1 1879

SMI-7 HUTZLER, GEORGE C & MARY ANN SHED #2 86019

SMI-8 KEELER, ORY & BETTY HOUSE QTRS (SHIRK HOUSE) 1831

SMI-9 SMI MAINTENANCE SHOP 1838

SMI-10 USLSS DWELLING QTRS (SMI LIFE SAVING STATION) 1819

SMI-11 KRAMER QUARTERS (FURST HOUSE) 1824

SMI-12 ROBINETTE, RAY AND VIOLET HOUSE / BURDICK COTTAGE 1827

SMI-13 USLSS WOOD SHED (FIRE CACHE) (MISSING) 1871

SMI-14 USLSS BOAT HOUSE #2 1869

SMI-15 THOMAS & HATTIE THOMPSON PRIVY 1892

SMI-16 POST OFFICE TOM THOMPSON 1867

SMI-17 HUTZLER, GEORGE C PRIVY 86011

SMI-18 HUTZLER, GEORGE C & MARY ANN CHICKEN COOP 87518

SMI-19 HUTZLER, GEORGE C (RIKER) GARAGE 1880

SMI-20 E. TOBIN COTTAGE 51760

SMI-21 BECK, AUGUST & ELIZABETH HOUSE 1829

SMI-22 BECK, AUGUST & ELIZABETH SHED 1874

SMI-23 USLSS BOAT HOUSE #1 AND LAUNCHWAY 1868

SMI-24 USLSS SMALL SHED 1870

SMI-25 JOHNSON, BENTH HOUSE QTRS 1825

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SUB SHEET NO

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A/E FIRM

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PRIME:

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SUB:

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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BRG

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MHO

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AutoCAD SHX Text 177759

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SLBE-318729

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AMI

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SUPERIOR, WI

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VHB

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WILLIAMSBURG, VA

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 8/11/2023 2:04 PM Z:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CK CS CU CW - CIVIL\G0.10 SMI EXTERIOR IMPROVEMENT CLINS DEFINITION.dwg Z:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CK CS CU CW - CIVIL\G0.10 SMI EXTERIOR IMPROVEMENT CLINS DEFINITION.dwgZ:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CK CS CU CW - CIVIL\G0.10 SMI EXTERIOR IMPROVEMENT CLINS DEFINITION.dwg

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WPK

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SMI-1

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SMI-16

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SMI-2

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SMI-3

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SMI-8

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SMI-9

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SMI-10

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SMI-11

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SMI-12

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SMI-20

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SMI-15

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SMI-14

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SMI EXTERIOR IMPROVEMENT CLIN DEFINITION - VILLAGE

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SMI-4

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SMI-5

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SMI-6

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SMI-7

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SMI-17

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SMI-18

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SMI-19

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CLIN DEFINITION - FARM

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SMI EXTERIOR IMPROVEMENT

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BUILDING FOUNDATION

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SMI CLIN DEFINITION - CHICAGO ROAD

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SCALE C

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SMI CLIN DEFINITION - VILLAGE

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AutoCAD SHX Text CLIN 3 (BASE BID) CLIN 9 (BID OPTION) CLIN 10 (BID OPTION) CLIN 11 (BID OPTION) CLIN 4 (BASE BID) CLIN 13 (BID OPTION) CLIN 21 (BID OPTION) CLIN 22 (BID OPTION) CLIN 23 (BID OPTION) CLIN 20 (BID OPTION)

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LEGEND:

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NOTE: SEE SECTION 01 27 00 FOR DESCRIPTION OF CONTRACT LINE ITEM.

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SCALE B

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SCALE C

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SCALE A

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SMI-23

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SMI-24

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SMI-25

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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS

Feet 0 150 300

SLEEPING BEAR DUNES NATIONAL LAKESHORE

FACILITY REHABILITATION

ON MANITOU ISLANDS

SMI CHICAGO RD

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LEGEND:

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EXISTING PATH

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CL2.2

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WILDERNESS BOUNDARY

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EXISTING PILES

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CHICAGO ROAD

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OHIO ROAD

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WILDERNESS AREA

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WILDERNESS AREA

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WILDERNESS AREA

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WILDERNESS AREA

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WATERLINE - 580.0' SURVEYED OCT. 2022

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66 SF WETLAND IMPACT

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WETLAND AREAS

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PROPOSED ROAD

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PROPOSED BUILDING

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DELINEATED WETLAND

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WETLAND IMPACT AREA

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CL2.3

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SUB SHEET NO

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A/E FIRM

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PRIME:

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SUB:

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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OF

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TITLE OF SHEET

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DATE:

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DESIGNED:

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TECH. REVIEW:

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BRG

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MHO

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SLBE-318729

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AMI

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SUPERIOR, WI

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VHB

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WILLIAMSBURG, VA

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CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 8/11/2023 2:04 PM Z:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CK CS CU CW - CIVIL\SOUTH MANITOU\CL2.2 SMI CHICAGO RD.dwg Z:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CK CS CU CW - CIVIL\SOUTH MANITOU\CL2.2 SMI CHICAGO RD.dwgZ:\2021\212085 NPS VHB Facility Rehab on Manitou Islands SLBE\8_NPS PROJECT CAD HERE\SLBE\318729\CK CS CU CW - CIVIL\SOUTH MANITOU\CL2.2 SMI CHICAGO RD.dwg

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WPK

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CL2.2

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CL2.2

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CHICAGO AND OHIO ROAD INTERSECTION

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200' CHICAGO ROAD ROW

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200' GRAND BLVD (CENTERED ON EXISTING CLEARING/TRAIL)

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CHICAGO ROAD

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OHIO ROAD

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MATCH EXISTING

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AutoCAD SHX Text PROPOSED TEMPORARY CONTRACTOR ACCESS ROUTE. FOLLOWING CONSTRUCTION, UNIFORMLY GRADE PATH. AGGREGATE SURFACING TO REMAIN AS DEFINED IN DETAIL 1/CL2.3CL2.3

AutoCAD SHX Text HISTORIC VILLAGE TO REMAIN, CONTRACTOR SHALL SHIFT SOUTH EXTENT OF ACCESS ROAD NORTH TO AVOID DISTURBANCE OF EXISTING HISTORIC VILLAGE. CONTRACTOR SHALL COORDINATE PROPOSED ALIGNMENT WITH CO PRIOR TO IMPLEMENTATION OF WORK.

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SLBE 318729 01 27 00 - 1

012721 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00

DEFINITION OF CONTRACT LINE ITEMS

PART 1 – GENERAL

1.1 SUMMARY

A. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of work, include costs in a related item.

C. NMI - North Manitou Island

D. SMI - South Manitou Island

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item Number (CLIN) 01 (Base Bid): NMI – Dock Replacement

1. This item consists of demolition of existing dock as well as construction of new dock per the drawings and the specifications. This line item also includes the geotechnical exploration and pile testing program to confirm the design parameters. New dock construction includes steel framing, concrete deck and accessories. Dock abutment and contractor access connecting park facilities is included in this item.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

B. CLIN 02 (Base Bid): NMI – Dredging, Sorting and Placement

1. This item consists of mechanical and hydraulic dredging, sorting material for placement on shore and in water and placement of dredged material per the drawings and the specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

C. CLIN 03 (Base Bid): SMI – Dock Replacement

1. This item consists of demolition of existing dock as well as construction of new dock per the drawings and the specifications. This line item also includes the geotechnical exploration and pile testing program to confirm the design parameters. New dock construction includes steel framing, concrete deck and accessories. Dock abutment and trail connecting park facilities is included in this item.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

SLBE 318729 01 27 00 - 2

D. CLIN 04 (Base Bid): SMI – Replace-In-Kind Electrical and PV System

1. This item consists of rehabilitation of existing Electrical and PV Systems in accordance with drawings and specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

E. CLIN 05 (Bid Option #1): NMI – Replace-In-Kind Electrical and PV System

1. This item consists of rehabilitation of existing Electrical and PV Systems in accordance with drawings and specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

F. CLIN 06 (Bid Option #2): NMI – Replace-In-Kind Septic System

1. This item consists of rehabilitation of existing Septic Systems, including demolition of existing leach fields and installation of new systems and laterals between buildings and leach field in accordance with drawings and specifications. Contractor shall be responsible for preparation of permits, submission, application, approval and start-up.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

G. CLIN 07 (Bid Option #3): NMI – Replace-In-Kind Water System

1. This item consists of rehabilitation of existing Water Systems, including installation of two water wells, construction of well house, water treatment system and replacement of water distribution system including piping, monuments, valves and pump out structures in accordance with drawings and specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

H. CLIN 08 (Bid Option #4): NMI – Replace-In-Kind Fuel System

1. This item consists of rehabilitation of existing Fuel Systems including replacement of gasoline fuel tank, associated fuel pump and diesel fuel lines between diesel tank and generator room in accordance with drawings and specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

I. CLIN 09 (Bid Option #5): NOT USED

J. CLIN 10 (Bid Option #6): SMI – Replace-In-Kind Water System

1. This item consists of rehabilitation of existing Water Systems, including installation of two water wells, construction of well house, water treatment system and replacement of water distribution system including piping, monuments, valves and pump out structures in accordance with drawings and specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per

SLBE 318729 01 27 00 - 3

K. CLIN 11 (Bid Option #7): SMI – Replace-In-Kind Fuel System

1. This item consists of rehabilitation of existing Fuel Systems including replacement of waste oil tank, new gasoline tank and associated fuel pump in accordance with drawings and specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

L. CLIN 12 (Bid Option #8): NMI – Preservation Maintenance of External Envelopes of

Historic Structures - Roofing (LRF)

1. This item consists of external improvements (roofs, siding, paint, etc.) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. USLSS Lifeboat Station QTRS (FMSS# 1849)

b. Howard Foot Cottage (FMSS# 1860)

c. Hans Halseth House QTRS (FMSS# 1851)

d. Margaret Riggs Cottage (FMSS# 1859)

e. Margaret Riggs Generator Building (FMSS# 99884)

f. Margaret Riggs Cottage Shed (Missing) (FMSS# 51620)

g. USLSS Dwelling QTRS (FMSS# 1848)

h. Trude Cottage (FMSS# 1861)

i. Assn Generator Building (FMSS# 1981)

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

M. CLIN 13 (Bid Option #9): SMI – Preservation Maintenance of External Envelopes of

Historic Structures - Roofing (LRF)

1. This item consists of external improvements (roofing only) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. Benth Johnson/Kelder House QTRS (FMSS# 1826)

b. Tobin, John & Lottie House QTRS (FMSS# 1830)

c. Hutzler, George I & Selma QTRS (FMSS# 1832)

d. Hutzler, George C & Mary Ann Farmhouse (FMSS# 1877)

e. Hutzler, George C & Mary Ann Barn (FMSS# 1878)

f. Hutzler, George C & Mary Ann Shed #1 (FMSS# 1879)

g. Hutzler, George C & Mary Ann Shed #2 (FMSS# 86019)

h. Keeler, Ory & Betty House QTRS (Shirk House) (FMSS# 1831)

i. SMI Maintenance Shop (FMSS# 1838)

j. Kramer QTRS (FMSS# 1824)

k. Robinette, Ray and Violet House / Burdick (FMSS# 1827)

l. USLSS Dwelling QTRS (SMI Life Saving Station) (FMSS# 1819)

m. Beck, August & Elizabeth House (FMSS #1829)

n. Beck, August & Elizabeth Shed (FMSS #1874)

o. USLSS Boathouse #1 and Launchway (FMSS #1868)

p. USLSS Small Shed (FMSS #1870)

q. Johnson, Benth House QTRS (FMSS# 1825)

VDesai Cloud

SLBE 318729 01 27 00 - 4

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

N. CLIN 14 (Bid Option #10): NOT USED

O. CLIN 15 (Bid Option #11): NMI – Preservation Maintenance of External Envelopes of

Historic Structures (LRF)

1. This item consists of external improvements (siding, paint, etc.) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. USLSS Lifeboat Station QTRS (FMSS# 1849)

b. Howard Foot Cottage (FMSS# 1860)

c. Hans Halseth House QTRS (FMSS# 1851)

d. Margaret Riggs Cottage (FMSS# 1859)

e. Margaret Riggs Generator Building (FMSS# 99884)

f. Margaret Riggs Cottage Shed (Missing) (FMSS# 51620)

g. USLSS Dwelling QTRS (FMSS# 1848)

h. Trude Cottage (FMSS# 1861)

i. Assn Generator Building (FMSS# 1981)

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

P. CLIN 16 (Bid Option #12): NMI – Preservation Maintenance of External Envelopes of

Historic Structures - Roofing (Repair Rehab/Cyclic)

1. This item consists of external improvements (roofing only) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. USLSS Crew Ready QTRS (FMSS# 1850)

b. USCG Generator Building (FMSS# 2649)

c. Hans Helseth Shed (FMSS# 1986)

d. 1854 Volunteer Rescue Station (FMSS# 1997)

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

Q. CLIN 17 (Bid Option #13): NMI – Preservation Maintenance of External Envelopes of

Historic Structures (Repair Rehab/Cyclic)

1. This item consists of external improvements (siding, paint, etc.) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. USLSS Crew Ready QTRS (FMSS# 1850)

b. USCG Generator Building (FMSS# 2649)

c. Hans Helseth Shed (FMSS# 1986)

d. 1854 Volunteer Rescue Station (FMSS# 1997)

2. Measurement for payment will be lump sum or percentage complete of line item per

SLBE 318729 01 27 00 - 5

R. CLIN 18 (Bid Option #14): NMI – Rehabilitation of Trude Cottage.

1. This item consists of improvements to Trude Cottage including installing an addition, connection of electrical, water and sanitary system from utility stub outs. New fire suppression system at Trude Cottage is also included within this CLIN.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

S. CLIN 19 (Bid Option #15): NOT USED

T. CLIN 20 (Bid Option #16): SMI – Dock Support Infrastructure.

1. This item consists of installation of proposed infrastructure, including well house, water well, drinking fountains, PV system, vault toilets and pavilion, adjacent to new dock at

Chicago Road and improvements to Chicago Road including turnaround near shoreline and roadway connecting to Ohio Rd. in accordance with the drawings and the specifications.

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

U. CLIN 21 (Bid Option #17): SMI – Preservation Maintenance of External Envelopes of

Historic Structures (LRF).

1. This item consists of external improvements (siding, paint, etc.) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. Benth Johnson/Kelder House QTRS (FMSS# 1826)

b. Tobin, John & Lottie House QTRS (FMSS# 1830)

c. Hutzler, George I & Selma QTRS (FMSS# 1832)

d. Hutzler, George C & Mary Ann Farmhouse (FMSS# 1877)

e. Hutzler, George C & Mary Ann Barn (FMSS# 1878)

f. Hutzler, George C & Mary Ann Shed #1 (FMSS# 1879)

g. Hutzler, George C & Mary Ann Shed #2 (FMSS# 86019)

h. Keeler, Ory & Betty House QTRS (Shirk House) (FMSS# 1831)

i. SMI Maintenance Shop (FMSS# 1838)

j. Kramer QTRS (FMSS# 1824)

k. Robinette, Ray and Violet House / Burdick (FMSS# 1827)

l. USLSS Dwelling QTRS (SMI Life Saving Station) (FMSS# 1819)

m. Johnson, Benth House QTRS (FMSS# 1825)

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

V. CLIN 22 (Bid Option #18): SMI – Preservation Maintenance of External Envelopes of

Historic Structures - Roofing (Repair Rehab/Cyclic).

1. This item consists of external improvements (roofing only) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. USLSS Wood Shed (FMSS# 1871)

b. USLSS Boat House #2 (FMSS# 1869)

c. Thomas & Hattie Thompson Privy (FMSS# 1892)

d. Post Office Tom Thompson (FMSS# 1867)

SLBE 318729 01 27 00 - 6

e. Hutzler, George C Privy (FMSS# 86011)

f. Hutzler, George C & Mary Ann Chicken Coop (FMSS# 87518)

g. Hutzler, George C (Riker) Garage (FMSS# 1880)

h. E. Tobin Cottage (FMSS# 51760)

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

3. Payment will be made at the contract lump sum price.

W. CLIN 23 (Bid Option #19): SMI – Preservation Maintenance of External Envelopes of

Historic Structures (Repair Rehab/Cyclic).

1. This item consists of external improvements (siding, paint, etc.) of buildings listed below in accordance with drawings and specifications. The building to be included within this line items include:

a. USLSS Wood Shed (FMSS# 1871)

b. USLSS Boat House #2 (FMSS# 1869)

c. Thomas & Hattie Thompson Privy (FMSS# 1892)

d. Post Office Tom Thompson (FMSS# 1867)

e. Hutzler, George C Privy (FMSS# 86011)

f. Hutzler, George C & Mary Ann Chicken Coop (FMSS# 87518)

g. Hutzler, George C (Riker) Garage (FMSS# 1880)

h. E. Tobin Cottage (FMSS# 51760)

2. Measurement for payment will be lump sum or percentage complete of line item per scheduled value.

END OF SECTION 01 27 00

COMPREHENSIVE FACILITY REHABILITATION ON MANITOU ISLANDS 23 13 23 - 1

SLBE 318729 ABOVEGROUND STORAGE TANK INSTALLATION

SECTION 23 13 23

ABOVEGROUND STORAGE TANK INSTALLATION

PART 1 - GENERAL

1.1 DESCRIPTION

A. This project consists of the installation of three aboveground storage tanks (ASTs):

1. One (1) double-walled steel 1,000-gallon gasoline AST;

a. The 1,000-gallon gasoline tank will be installed on South Manitou Island (SMI) replacing the existing 1,000-gallon gasoline AST.

2. One (1) double-walled steel 500-gallon gasoline AST;

a. The 500-gallon gasoline AST will be installed on North Manitou Island (NMI), as shown on the Plans.

3. One (1) double-walled steel 180-gallon waste oil AST.

a. The 185-gallon Waste Oil Tank will be installed on NMI replacing the existing 200-gallon waste oil AST, as shown on the Plans.

4. The gasoline ASTs will be in accordance with UL-2085 Protected Tank Standard

5. The waste oil AST will be in accordance with UL-142 Storage of Flammable and

Combustible Liquids Standard.

B. The installation shall include: interstitial monitoring; product level monitoring, spill sensors, and electrical system. In addition, the installation shall include:

1. One (1) electrically powered gasoline fuel dispenser for the new 500-gallon gasoline AST

2. One (1) electrically powered diesel fuel dispenser for the existing 1,000-gallon diesel fuel

AST on North Manitou Island (It replaces the existing manual dispenser);

3. The new dispensers shall include 12-foot hoses with break-aways and automatic shut-off dispenser nozzles.

C. The CONTRACTOR shall minimize disruptions to the Facility operations during the AST system installations. Refer to Exhibit A1 for a partial list of equipment and materials proposed for the fueling facility. The CONTRACTOR is responsible for meeting the project’s

Construction Schedule. The CONTRACTOR shall provide the name and address of their electrical subcontractor to the Contracting Officer (CO) for review and approval. CO must be present for all inspections. The CONTRACTOR cannot proceed with backfilling until the CO has completed installation inspections. The partial equipment list is attached to the end of this

Specification.

1.2 RELATED WORK SPECIFIED ELSEWHERE

A. Section 03 30 30 - CAST-IN-PLACE CONCRETE

B. Section 31 25 00 - EROSION AND SEDIMENTATION CONTROLS

COMPREHENSIVE FACILITY REHABILITATION ON MANITOU ISLANDS 23 13 23 - 2

1.3 APPLICABLE LAWS AND REGULATIONS

A. All Work conducted as part of this project shall conform to all applicable federal, state and local regulations, including, but not limited to:

1. Executive Order 13693, OSHA 29 CFR 1910.106, OSHA 29 CFR 1910.120, OSHA CFR

1910.126, OSHA CFR 1917.156, EPA 40 CFR 112, CGS 22a-416 to 449, Water

Pollution Control Act, Michigan Fire Prevention Code, National Fire Protection

Association (NFPA) Std. 30 and 30A, and CGS 29-320-1a Flammable and Combustible

Liquids regulations.

2. The CONTRACTOR is responsible for all permits, notifications, and reports (i.e., Call

Before You Dig, local Fire Chief and Michigan Department of Environment, Great

Lakes, and Energy (EGLE)) required to complete the project.

1.4 REFERENCE STANDARDS

A. Underwriters Laboratory, Inc. standard for Aboveground Shop Manufactured Tanks for

Flammable and Combustible Liquids, UL-142

B. Underwriters Laboratory, Inc. standard for Aboveground Protected Tanks, UL-2085

C. UL Subject 971, Non-metallic Pipe

D. ASTM Specification D2996, Filament Wound Reinforced Thermosetting Resin in Pipe

E. ASTM Specification A53, Pipe, Steel, Black and Hot Dipped, Zinc Coated Welded and

Seamless

F. ASTM Specification D4021-86

G. American Petroleum Institute (API) Recommended Practice 651.

H. API Specification 12F Shop Welded Tanks

I. National Fire Protection Association (NFPA) Standards 30, 30A, 31, and 70

J. Petroleum Equipment Institute Publication RP200

K. AST Manufacturer Installation Specifications

1.5 QUALITY ASSURANCE

A. The CO shall perform on-site observation and testing during the following phases of the construction operations. The services of the CO may include, but not be limited to, the following:

1. Observation during excavation of underground piping installation areas;

2. Observation during placement and compaction of fills within the piping excavation areas;

and

3. Observation of construction and performance of water content, gradation, and compaction tests at a frequency and at locations determined by the CO. The results of these tests will be submitted to the CONTRACTOR and the Government, on a timely basis so that the CONTRACTOR can take such action as is required to remedy indicated deficiencies. During the course of construction, the CO shall advise the CONTRACTOR if, at any time, in his opinion, the work is not in substantial conformity with the Contract

Documents.

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B. Neither the presence of the CO, nor any observations and testing performed by the CO, nor any notice of failure to give notice shall excuse the CONTRACTOR from defects discovered in the CONTRACTOR’s work.

C. All costs related to re-testing due to failures shall be paid for by the CONTRACTOR at no additional expense to the Government, and the costs thereof will be deducted by the NPS from the Contract Sum.

1.6 CERTIFICATIONS

A. The CONTRACTOR must be certified to install ASTs. The CONTRACTOR shall be certified by the AST manufacturer, if the AST manufacturer's warranty requires the

CONTRACTOR to be certified by them, if not required by the warranty then the

CONTRACTOR may be certified by a petroleum equipment association instead of the AST manufacturer. The completed installation shall be tightness tested and Stage I Vapor

Recovery tested by a State approved certified tank testing method and certified technician.

Final testing to be performed by others and coordinated by the contractor.

1.7 SUBMITTALS

A. Manufacturers Product Data

1. Submit material specifications and installation instructions where applicable attesting that the following materials meet the requirements specified:

a. Tanks

b. Pumps

c. Piping

d. Valves

e. Level gauges

f. Primary and Emergency vents

g. High-level alarms

B. A copy of all currently valid certifications and licenses shall be provided for review/approval prior to beginning work.

C. The CONTRACTOR shall provide documentation of the equipment and materials that they are proposing to use for this contract for review/approval prior to beginning work. The

CONTRACTOR shall submit all drawings showing all critical dimensions, fittings, and accessories.

D. The CONTRACTOR shall provide all operating instructions and equipment manuals, upon startup of the system.

1.8 WARRANTIES

A. The CONTRACTOR shall warranty, in addition to any manufacturer’s warranties, all labor, equipment, materials, pads and paving for a minimum of one (1) year from completion of the installation. Manufacturer’s warranties will be transferred to the NPS and become effective when the NPS has accepted the completed installation. The CONTRACTOR shall repair or replace at the NPS’s discretion any equipment or materials which fail during the warranty period, including settling of pavement over trenched or excavated areas. The

CONTRACTOR shall also replace any concrete, asphalt, equipment, or other materials excavated or damaged while conducting a repair or replacement with new equipment or materials at no cost to the Government.

COMPREHENSIVE FACILITY REHABILITATION ON MANITOU ISLANDS 23 13 23 - 4

B. The CONTRACTOR shall maintain a stock of replacement parts for each item installed under this Contract or have the parts available within 24 Hours for a period consistent with the life of the warranty, but not less than one (1) year. The CONTRACTOR will mobilize to the

NPS’s fuel facility within 48 Hours of notification by the CO on an emergency basis, to conduct any repairs or replacements required.

PART 2 - PRODUCTS

2.1 ABOVEGROUND STORAGE TANK

A. Gasoline AST

1. Manufacturer: Highland Tank Manufacturing Company or approved equal.

2. Type: Fireguard Rectangular

3. Salient Characteristics

a. Physical

1) Double-walled steel tank meeting requirements of UL Specification 2085

2) Capacity: 500/1000 Gallons

3) Tank Material: Mild Carbon Steel

4) Exterior Finish: SP-6 Blast, Finish Paint White

5) Thickness: Inner/Outer 7 gauge (per UL 2085)

b. Functional

1) Tank Test: Inner & Outer 1.5 to 3 psig

c. Performance

1) Minimum manufacturer’s warranty of twenty (20) years

B. Waste Oil AST

1. Manufacturer: Highland Tank Manufacturing Company or approved equal.

2. Type: Double Wall – Type I

3. Salient Characteristics

a. Physical

1) Double-walled steel and meet the requirements of UL Specification 142

2) Capacity: 185 Gallons

3) Tank Material: Mild Carbon Steel

4) Thickness: Inner/Outer 12 gauge

5) Exterior Finish: SP-6 Blast, Finish Paint White

b. Functional

1) Tank Test: Inner & Outer 2 psig

c. Performance

1) Minimum manufacturer’s warranty of ten (10) years.

C. All tanks shall bear a permanent stencil, label or plate which contains the following information: manufacturers statement that tank conforms with UL-2085 or UL-142 standard of design by which the tank was manufactured; the year in which the tank was manufactured;

petroleum products stored; dimensions, design and working capacity and model number of

COMPREHENSIVE FACILITY REHABILITATION ON MANITOU ISLANDS 23 13 23 - 5

tank; the name of the manufacturer.

D. The CONTRACTOR shall have a second label with the product type and identifying color that shall be displayed and permanently affixed to the fill port. It must be visible to the fuel delivery driver, welded to the fill port or otherwise permanently affixed.

E. The tanks shall have a minimum of one manufacturer installed manway, two 2-inch bungs, two 4-inch bungs, two 6-inch bungs, and two properly sized emergency vents (primary tank and secondary containment).

F. The CONTRACTOR shall provide tank volume charts calibrated to one- sixteenth (1/16") of an inch for the tanks and a measurement (dip) stick marked in one-sixteenth (1/16") of an inch increments.

G. The tanks shall be pressure tested per the manufacturer’s specifications. The CO shall be on-site to observe all pressure testing and be given a minimum of 48 hours’ notice.

H. If required to access the top of the 1,000-gallon gasoline tank for the fuel fill pipe, Stairs will be provided. The Stairs will be constructed of carbon steel, primed and painted safety yellow.

The step/stair treads shall be non-slip fiberglass grating. The Stairs shall be incompliance with all OSHA requirements.

2.2 DISPENSER AND PUMP REQUIREMENTS

A. All dispenser, tank, transition, and remote fill sumps shall have a hydrostatic test conducted per the manufacturer’s specifications. The CO shall be on-site to observe all hydrostatic testing. The CONTRACTOR shall give 48 hours’ notice of the testing to the CO.

B. Electric Gasoline Fuel Pump with Meter & Nozzle

1. To be installed in the new 500-gallon gasoline AST on NMI.

2. Manufacturer: Fill-Rite or approved equal.

3. Model: FR711VA

4. Salient Characteristics

a. Physical

1) Housing Material: Cast Iron

2) Inlet size: 1 ¼ inch MNPT

3) Outlet size: 1 inch FNPT

4) Hose length: 18 feet

5) Hose diameter: 1 inch

b. Functional

1) 115V AC

2) HP: 1/3

3) GPM: 20 gpm

c. Performance

1) Manufacturer’s warranty two (2) years

C. Electric Diesel Fuel Pump with Meter & Nozzle

1. Shall be installed in the existing 1,000-gallon diesel fuel AST on North Manitou Island to replace the existing manual diesel fuel pump

2. Manufacturer: Fill-Rite or approved equal.

COMPREHENSIVE FACILITY REHABILITATION ON MANITOU ISLANDS 23 13 23 - 6

3. Model: FR711VA

4. Salient Characteristics

a. Physical

1) Housing Material: Cast Iron

2) Inlet size: 1 ¼ inch MNPT

3) Outlet size: 1 inch FNPT

4) Hose length: 18 feet

5) Hose diameter: 1 inch

b. Functional

1) 115V AC

2) HP: 1/3

3) GPM: 20 gpm

c. Performance

1) Manufacturer’s warranty two (2) years

2.3 PETROLEUM PIPING REQUIREMENTS

A. All petroleum underground piping shall be a flexible double-walled 1.5- inch nominal primary piping in 4- inch nominal secondary containment piping and meet the requirements of ASTM Specification D2996 and be UL listed. Aboveground vent piping shall be 3-inch nominal galvanized steel piping. Aboveground gasoline product piping shall be 1.5-inch nominal galvanized steel piping. Aboveground diesel fuel product piping shall be 1.5-inch nominal black steel piping.

B. All gasoline tanks will have Stage I Vapor Recovery balance system piping and a pressure/vacuum vent cap in accordance with CARB requirements, if required. The tanks shall have their Stage I Vapor Recovery System tested per EGLE regulations. The NPS or

ENGINEER shall be on-site to observe all testing and be given a minimum of 48 hours’ notice.

C. All underground and aboveground product piping shall be pressure tested per the manufacturer’s specification. The CO shall be on- site to observe all pressure testing. The

CONTRACTOR shall give 48 hours notice of the testing to the CO.

D. The interstitial space of all underground piping shall be tested in accordance with the manufacturer's specifications and requirements.

E. Watertight non-corrosive secondary containment cabinet or tank top sump (5-gallon minimum capacity) with a transfer pump (for spillage) or equivalent drainage method shall be provided around all fill pipe connections. The covers shall be painted yellow for diesel fuel and white for gasoline.

2.4 DRY INTERSTITAL MONITORING SYSTEM REQUIREMENTS

A. The interstitial monitoring system shall use a liquid sensor located at the bottom of the interstitial space.

B. The interstitial monitoring system shall include a sensor for each tank to monitor for liquid in the interstitial space of the tank, the sensor will activate an audible alarm if any liquid is detected.

COMPREHENSIVE FACILITY REHABILITATION ON MANITOU ISLANDS 23 13 23 - 7

C. The monitoring system shall have float sensors in the piping/transition sumps and dispenser sumps and sound an audible alarm if any product/water is detected.

2.5 CONTRACTOR PROVIDED EQUIPMENT AND MATERIAL

A. The CONTRACTOR shall provide all UL approved fuel system components including but not limited to steel pipe, brass ball valves, galvanized pipe, PVC conduit, steel conduit, pull boxes, wiring and associated fittings.

B. In addition, the CONTRACTOR shall provide any other associated equipment and materials required to provide a complete and operating fueling facility.

PART 3 - EXECUTION

3.1 INSTALLATION REQUIREMENTS

A. The CONTRACTOR is responsible for meeting the construction schedule provided by the

NPS.

B. The backfill used to surround the piping must be sand or pea stone between one-eighth (1/8) and three-quarters (3/4) of an inch or processed crushed stone between one-eighth (1/8) inch and one-half (1/2) inch. The backfill must meet ASTM specification C-33 paragraph 9.1 sizes

6 through 8.

C. The tanks shall be inspected prior to installation for damage or external defects and tested to meet a minimum requirement of three (3) to five (5) psig air pressure per manufacturer’s instructions.

D. Steel J-bolts of the quantity, strength and size specified by the fuel tank manufacturer shall be embedded in the concrete pad to hold down the tank.

E. The tanks shall be inspected by the CO and the head of the fire department or their designee, if required, before installation.

F. The gasoline and diesel fuel tanks shall be installed on a reinforced concrete pad. The pad material, size and reinforcement is specified in the plans.

G. Emergency switches to deactivate the dispensers and pumps shall be located on the closest building or electrical panel in accordance with State Fire Code. All electrical work shall be performed by a licensed electrician experienced in tank installations and approved by the

NPS, meet all state and local building codes, and manufacturer’s recommendations.

H. All piping must be installed in accordance with the manufacturer’s instructions and UL

Subject 971 and Standard 567.

I. All underground piping shall be placed on a smooth bed of processed sand or pea stone backfill, at least six (6) inches thick. The piping shall be installed at a slope of not less than one-quarter (1/4) inch per foot between the transition sumps. All piping shall be inspected by the head of the fire department or his designee before the piping is buried or concealed.

J. The processed sand or pea stone backfill shall be placed and compacted evenly around the piping in six (6) to twelve (12) inch lifts. All piping shall have a minimum of six (6) inches of processed backfill surrounding it on all sides.

K. The completed installation shall be tightness tested by a State-certified tank and piping testing

COMPREHENSIVE FACILITY REHABILITATION ON MANITOU ISLANDS 23 13 23 - 8

method and certified technician.

L. The tank installation shall cause minimal interruption to general Facility activities at the Site.

The NPS reserves the right to reschedule installation activities at any time based on Facility activities at the Site, at no cost to the NPS.

M. The contractor shall crown concrete for all transition sumps related to the underground piping in accordance with manufacturer's guidelines or a minimum of 1-1/2" to the edge of concrete pad.

3.2 PIPING REMOVAL/ABANDONMENT

A. All piping to be removed or abandoned in place shall be emptied of all liquids and sludge, be purged and capped, or be removed from the ground.

B. All liquids and sludge shall be drummed for proper disposal off Island in accordance with all federal, state, and local regulations. The Contractor is responsible for transportation and disposal.

C. The Contractor shall dispose of all piping removed from the ground off Island.

D. The Contractor shall assist the CO with the collection of soil samples from under the piping to be removed at 30-foot intervals.

E. Soil Samples shall be screened by the CO for volatile organic compounds (VOCs) by the standard Jar Headspace method using a photoionization detector.

F. If potential VOCs are detected, soil samples will be collected for laboratory analysis by EPA standard methods for VOCs and Semi-VOCs.

G. Piping to be abandoned-in-place that has been purged and capped will be pressure tested at 2 to 3 PSI. Piping passing the test will be backfilled and abandoned-in-place. Piping failing the test will have to be removed from the ground and the soil tested at 30-foot intervals.

3.3 MANUALS AND TRAINING

A. The CONTRACTOR shall provide three copies of all brochures, operating instructions and equipment manuals to the NPS, upon startup of the system.

3.4 REPORTING

A. CONTRACTOR is responsible for compliance with all federal, state, and local regulations involving the installation of gasoline and diesel fuel ASTs or other storage tanks containing regulated products.

B. The CONTRACTOR shall notify the local Fire Chief prior to commencing installations.

C. The CONTRACTOR shall notify the NPS of all suspected tank and piping leaks as soon as possible, but no later than 2 hours after gaining knowledge of a release.

END OF SECTION 23 13 23