23 10 00-01 - Facility Fuel Systems Product Data.pdf

Received 07/31/2014

Fax: 303.930.9001

303.930.9000Tel:

Kiewit - Turner a Joint Venture

Suite A-300 7200 S. Alton Way

Englewood, CO 80112

Job: 15387 - Replacement Medical Center Facility

Product Data

Sample

Other

Shop Drawing

Resubmittal

First Submittal X

VA Proj #:

To: H+L Architecture 1755 Blake Street

Suite 400

Denver, CO 80202

DESCRIPTIONSpecificationSUBMITTAL

ItemQuantity Section Sub./SupplierNo. Mfgr.

ACTION

DCBA E

Kiewit Submittal No. 22 13 00-01 Architect's Submittal No. 00008

Review Cycle: 001

Attn: Chuck Adkisson

1 SWPPP - CBS & RFP #3 OnlyKiewit - Turner a

Joint Venture

01 573

ACTION TAKEN

CONTRACTOR'S SIGNATURE:

CONTRACTOR'S NOTES:

DATE: 7/12/2011

Reviewed Only for Revisions to

Reviewed: Incorporate Changes

Reviewed=

A

B

C

Previous Submittal

Revise and Resubmit=D

Rejected =E

ARCHITECT/ENGINEER RESPONSE:

REMARKS:

BY: DATE:

Expedition f_sb_pks_01a

VA101CFM-C-0100

Cc: Tim Pogany, U.S. Dept. of Veterans Affairs

Received By ___________________

Date _______________

REQUESTED RETURN DATE:

23 10 00

X

Facility Fuel Systems PD

X

Mechanical Diamond

23 10 0001

07/08/2014

07/22/2014

Kiewit-Turner Submittal No.

VA 1

JVT 1

By VACO BoltonT at 3:06 pm, Jul 29, 2014

07/08/14

23 10 00 - 01 x

231000-01

07/09/2014

Cator, Ruma & Assoc ( WOW)

7/25/2014

Kiewit-Turner a Joint Venture

7200 S. Alton Way, Suite A-300, Englewood, CO 80112 Phone: 303-930-9000 FAX: 303-930-9001

Project Name:

Subcontractor Name: Submittal Date:

Contact Name: E-mail: Return By Date:

Contact Phone(s): Review Days:

Number: Name:

1.4.A

2.2 N/A Y N N Y

2.3 N/A Y N N Y

2.4 N/A Y N N Y

2.5 N/A Y N N Y

2.6 N/A Y N N Y

2.7 N/A Y N N Y

2.8 N/A Y N N Y

2.9 N/A Y N N Y

2.10 N/A N/A N/A N/A N/A

2.11 N/A Y N N Y

3.1 N/A Y N N Y

3.3 N/A Y N N Y

1.4. L. N/A N/A N/A N/A N/A

Concrete Foundations Buried Utility Warning Tape Underground Tanks Testing Testing Undergound Piping Systems

Sustainable Deisng Requirements

Product Data

Underground Fiberglass Reinforced Plastic Tanks Soil Separator Mat Tank and Piping Accessories

Piping, Valves, Fittings

Reviewed By

Secondary Containment for Underground Fuel Piping Systems Leak Detection Systems Tank Fluid Level Monitor and Alarm Systems Fuel Oil Quality Maintenance Systems

Date Submittal is in Compliance

Submittal is in Compliance with Variances from Specifications

Signature

SUBMITTAL INDEX & COVER SHEET

Department of Veteran's Affairs Replacement Medical Center

The Mechanical Diamond Partners 04/18/14 Justin Burkhardt jburkhardt@rkmi.com 05/09/14 303-594-1760

Specification Section: 231000.00 Facility Fuel Systems

S p e c

S u b m it ta l

P a ra g ra p h

S p e c

P ro d u c t

P a ra g ra p h

S p e c if ie d o r

L is te d

M a n u fa c tu re r?

All Materials in this submittal (X) do ( ) do not comply with the FAR 52.225-11 Buy American Act

M e e ts

A ll

S p e c

R e q u ir e m e n ts

E x c e p ti o n s o r

V a ri a n c e s f ro m

S p e c

A p p ro v e r

In fo rm a ti o n

N e e d e d

I n

T h is P a c k a g e

Submittal Type

Submittal Item Description Manufacturer

Containment Solutions

Morrison Bros, Franklin Fueling Systems, Bagby Gage Stick Morrison Bros, Noy FiberGlass Systems, Preferred Manufacturing

Thrace Group

OPW, Bravo Pneumercator Pneumercator AXI International Provided in 033000 MSI, Seton Martin Marietta Materials Martin Marietta Materials

Not Applicable

SubmittalIndexForm_041009 Page 1 of 1

Submittal Transmittal 12211 W. Alameda Parkway, Ste 200, Lakewood, CO 80228

Ph. 303.708.9900

Project # 8169VA Replacement Medical Center, Aurora

Date: 4/4/2014 Reference Number: 0003

Transmitted To: Transmitted By: Barry BoydJustin Burkhardt

RK Mechanical Platt Rogers Construction

3800 Xanthia Street

Denver, CO 80238

12211 W. Alameda Parkway

Suite 200

Lakewood, CO 80228

Tel: 303-708-9900

Submittal Package No Description

0003 - 23 10 00 - 0 Facility Fuel Systems

Transmitted For : Delivered Via : Tracking Number :

E-mailApproval

NotesItems Description

01 2.2 Underground Storage FRP Tanks -

Shop Drawing and Product Data

02 2.2F Tank Manholes

03 2.3 Soil Separator Mat

04 2.4A Vent Caps

05 2.4B.4 Fill Cap and Threaded Adapter-

Product Data

06 2.4F Gauging Chart

07 2.4G Sounding Rod: Tank Stick, Adapter, and Cap

08 2.5 Emergency Fire Valve - Product

Data

09 2.5C Fiberglass Reinforced Plastic

(FRP) Pipe and Fitings - Product Data

10 2.5E.1 Foot Valves - Product Data

11 2.5G.1 Overfill Prevention Valve -

Product Data

12 2.5G.2 Overfill Prevention Valve -

Manufacturers Instructions

13 2.6G1 Transition Sumps / Tanks -3"

Atmospheric Vents - Product Data

14 2.6G2 Transition Sumps / Tanks -3"

Atmospheric Vents - Manufacturers

Inst.

Printed on: 4/4/2014 Page 1

Package 0003: 23 10 00

Submittal Transmittal

Lakewood, CO 80228

Ph. 303.708.9900

Project # 8169VA Replacement Medical Center, Aurora

15 2.7.1 Leak Detection System product data

16 2.8.1 Tank Fluid Level Monitor and

Alarm System - product data

17 2.9.1 Fuel Polishing Unit - Product

Data

18 2.9.3 Fuel Polishing Unit -

Manufacturers Instructions

19 2.11.1 Buried Utility Warning Tape -

Product Data

20 2.11.2 Pipe Markers

21 3.1.4 Tank Backfill Material - Product

Data

22 3.3 Underground Pipe Bedding -

Product Data

23 Fuel Fill Product Data & Shop

Drawings

Contact NameCompany NameCc:

Remarks

Printed on: 4/4/2014 Page 2

Submittal Cover Page

Lakewood, CO 80228

Ph. 303.708.9900

VA Replacement Medical Center, Aurora Project # 8169

2.2 Underground Storage FRP Tanks - Shop Drawing and Product

Data Submittal for :

Specification Section : 23 10 00

0011Register Item No :

2.2Sub Section :

Manufacturer :

Revision No : 0

Model / Part No. :

This submittal has been reviewed; products have been verified as being specified and field measurements and construction criteria have been coordinated. This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents.

Any additions to submitted products shall be accompanied by an appropriate contract change request.

Comments :

Printed on: 4/4/2014 Page 1

Package 0003: 23 10 00

Pages 7-16.

Replacement Medical Center Facility VA No. 554-501 Eastern Colorado Health Care System

Facility Fuel Systems CDI No. 12 23 10 00 - 12 31 AUG 2012

2. Pipe sizes 100 mm (4 inches) and smaller, threaded. Pipe sizes 150 mm (6 inches) and larger, raised faced slip-on flanges, 1025 kPa (150 pound) ASME rating.

3. Welded joints required on steel piping located inside tanks.

4. Provide and coordinate tank connection quantities, sizes and types with requirements of fluid level gage unit; leak detector sensor; sounding rod;

vent, fill, supply and return pipes; and other pipes as shown.

5. Dielectric insulation on all connections to steel piping.

6. All tank piping connections, except vent, shall be within the tank manhole enclosure.

J. Tank Manholes: Provide quantity shown. Bolted cover type, gasketed. Zinc plated bolts, nuts, washers.

K. Internal Ladder: Provide as shown and shall have 50 mm x 6 mm (2 inch x 0.25 inch) sides, 20 mm (0.75 inch) diameter rungs on 300 mm (12 inch) centers.

Provide slide supports to allow for tank movement.

L. Wear (Striker) Plates: Provide 300 mm (12 inch) square, 6 mm (0.25 inch) thick steel plates rolled and seal-welded to bottom of tank directly under all openings.

M. Lifting Lugs: Provide for rigging tanks.

N. Hold Down Straps: Provide quantity and design of EPDM-type rubber encased steel straps as recommended by tank manufacturer to anchor tank to concrete ballast slab. Hold down strap electrical isolation shall conform to STI R891.

Straps shall have tension load capability equal to hold-down capability of ballast slab, with a minimum safety factor of two. Provide complete anchorage devices, including turnbuckles, for adjusting tension.

2.2 UNDERGROUND FIBERGLASS REINFORCED PLASTIC TANKS:

A. Type: Factory-fabricated, double-wall, fiberglass reinforced polyester (FRP), horizontal cylindrical configuration, atmospheric pressure, for underground installation as shown.

B. Construction:

1. UL 1316. Provide label of conformance.

2. Conform to NFPA 30 or 31 as applicable.

3. Design for surcharge loads due to backfill and paving as shown. In addition, in paved areas, design for H-20 (14 500 kg) (32,000 pound) axle loading.

4. Leaks and abrasions are not permitted. Maximum out-of-roundness is one percent of the diameter.

5. Outer wall shall provide leak-tight secondary containment that covers entire tank. Provide annular space between the walls arranged with flow

Package 0003: 23 10 00

Comply Pages 7-16.

CDI No. 12 23 10 00 - 13 31 AUG 2012 channels to allow tank leakage at any point to flow to a leak detector at the bottom of the annular space. Provide connection point to outer wall and plastic pipe from tank connection to grade designed to accommodate leak detection device.

C. Factory Cleaning: Clean interior and exterior. Remove all dirt, debris, and coatings and material incompatible with fuel being stored.

D. Fiberglass Manhole Enclosures:

1. Cylindrical enclosures sized as shown, designed to contain fuel spills from tank piping. Locate all tank manholes and all tank piping connections within the enclosures.

2. Same material type and thickness as tank. Reinforce to prevent deflection.

Provide leak-tight connection to tank designed to allow removal of tank manway cover without disturbing connection between enclosure and tank.

Coat all exposed steel surfaces, such as bolting, with two coats of urethane.

3. In traffic areas, enclosures and tank must have flexible isolation system to prevent wheel loads from being transmitted to the tank.

4. For burner fuel tanks, design enclosure to permit installation and removal from above grade of present or future heating coil as an assembled unit.

5. Access to Manhole Enclosure: Fed. Spec. A-A-60005 cast iron manhole frames and covers rated for H-20 (14 500 kg) (32,000 pound) axle loading minimum with opening size as shown. Sidewalk type metal doors as shown and as specified under Section 05 50 00, METAL

FABRICATIONS.

E. Pipe Connections to Tanks:

1. Conform to UL 1316.

2. Pipe sizes 100 mm (4 inches) and smaller, threaded. Pipe sizes 125 mm (5 inches) and larger, 1025 kPa (150 pound) ASME flanged.

3. Welded joints required on steel piping located inside tanks.

4. Provide and coordinate tank connection quantities, sizes and types with requirements of level gage unit; tank leak detector; sounding rod; vent, fill, supply and return pipes; and other pipes as shown.

5. All tank piping connections shall be within the tank manhole enclosures and sump/risers.

F. Tank Manholes: Provide quantity shown. Bolted cover type, gasketed, zinc-plated bolts, nuts and washers.

G. Internal Ladder: Provide with 50 mm x 6 mm (2 inch x 0.25 inch) sides and 20 mm (0.75 inch) diameter rungs at 300 mm (12 inches) on center. Provide slide support to allow tank movement.

Package 0003: 23 10 00

Comply Pages 7-16.

CDI No. 12 23 10 00 - 14 31 AUG 2012

H. Wear (Striker) Plates: Provide 300 mm (12 inch) square, 6 mm (0.25 inch) thick steel plates attached to bottom of tank directly under the sounding opening, the fuel return discharge, and the fill discharge.

I. Lifting Lugs: Provide for rigging tanks.

J. Hold-Down Straps: Provide quantity and design of FRP straps as recommended by tank manufacturer to anchor tank to concrete ballast slab. Straps shall have tension load capability equal to hold-down capability of ballast slab, with a minimum safety factor of two. Provide complete anchorage devices, including turnbuckles, for adjusting tension.

2.3 SOIL SEPARATOR MAT:

A. Material: Porous, non-woven polypropylene geotextile, 135 g per sq. meter (4 ounces per square yard), resistant to all alkalies and weak acids.

B. Material and Manufacturer: Typar 3401 from LINQ Industrial Fabrics, or equal.

2.4 TANK AND PIPING ACCESSORIES:

A. Vent Caps: Galvanized cast iron or cast aluminum with brass or bronze screens, arranged to permit full venting and to prevent entry of foreign material into the vent line. Same pipe size as vent pipe.

B. Fill Boxes:

1. Spill-container type enclosing a fill cap assembly with camlock hose connector with closure coordinated with fittings used by fuel supplier.

2. Watertight assembly, cylindrical body, quick-opening corrosion-resistant watertight sealable cover, polyethylene spill containment compartment with minimum // 5 // 10// 15 //25// gallon capacity. Integral drain valve with discharge to fill pipe.

3. Fill cap shall be lockable, tight-fill design with provision for padlock on the top of the cap. Fill cap shall screw onto threaded adapter that can be removed without removing fill box. Entire assembly shall seal tight with no leakage during filling and when cap is in place.

4. Provide special tools necessary for opening fill boxes and fill caps.

5. Protect spill container from traffic by ramped, drain-slotted cast iron body ring and cover. Design shall prevent transmission of traffic loads to the underground tank. Spill-container type not required at locations designated only for sounding tanks.

C. Fill caps located above grade without fill boxes shall be lockable, tight-fill design, operated by special wrench that shall be furnished. Entire assembly shall seal tight with no leakage during fill and when cap is in place.

D. Refer to Section 05 50 00, METAL FABRICATIONS, for access platforms shown for aboveground tanks.

Package 0003: 23 10 00

Comply

7-16.

Tank Includes the following details:

Section 23 10 00 2.2 UST Tank

Model DWT-6 Type II (12) - 50,000 Gallon Made-To-Order Double-Wall Tank - DEEP

BURY

Approx. dimensions and weight: 12ft. x 66' 2-3/4" / 38,350 lbs. dry DEEP BURIAL ADDER - (12) - 50,000 Gallon DW Tank - MAXIMUM DEPTH 10ft.

(4) 22" DWT Manway with Steel Lid 36" DWT Manway with Steel Lid 36" x 10' Manway Extension

(12) Half - 4" NPT Coupling (Manway Cover) - (3) in each 22" Manway

(5) 4" DWT Half Coupling (Tank Mounted) - Level Transmitter, Remote Fill, Spare, Local Emergency Fill and Level Gauge 12' Carbon Steel Ladder - Mounted in Tank - 12" inside rung length, 12" rung spacing, 3/4" rung diameter

(4) 42" x 6" Secondary Containment Collar

Optional Accessories for (2) Tanks:

10' Carbon Steel Ladder - Factory-mounted in Manway Extension SW RTS (WT34) 42-10 Single-Wall Round Tank Sump w/Watertight Lid UL Listed Sump w/ 30-Year Structural & Corrosion Warranty

Fiberglass Underground Petroleum Storage Tanks

Model DWT-6 Type II (12) - 50,000 Gallon Made-To-Order Double-Wall Tank Approx. dimensions and weight: 12ft. x 66' 2-3/4" / 38,350 lbs. dry

(4) 22" DWT Manway with Steel Lid 36" DWT Manway with Steel Lid 36" x 3' Manway Extension

(12) Half - 4" NPT Coupling (Manway Cover) - (3) in each 22" Manway

(5) 4" DWT Half Coupling (Tank Mounted) - Level Transmitter, Remote Fill, Spare, Local Emergency Fill and Level Gauge 12' Carbon Steel Ladder - 12" inside rung length, 12" rung spacing, 3/4" rung diameter

(4) 42" x 6" Secondary Containment Collar

Optional Accessories for (2) Tanks:

3' Carbon Steel Ladder - Factory-mounted in Manway Extension SW RTS (WT34) 42-3 Single-Wall Round Tank Sump w/Watertight Lid UL Listed Sump w/ 30-Year Structural & Corrosion Warranty

Optional Anchoring System [(4) Tanks]:

12' Fiberglass One-Piece Hold Down Strap (Required if anchoring tank) 12' Tank 3/4" Dia. Turnbuckle (Model TB3418) 12' Diameter 50,000 Gallon Deadman Anchors - includes 4 - 14' & 4 - 18'

Delivery - (4) 12' Dia. Tanks only from Bakersfield, CA. to Aurora , CO. 80010 - Per CSI Traffic - DM - 03-31-2014

- Use Express Transpro, Inc. (Gary Grace) Delivery - Accessories truck - Accessories & Deadman Anchors (if ordered) for (4) 50M gallon tanks (19 max. per truck) from Bakersfield, CA to Aurora , CO. 80010 - FG

September 2012 ▪ Copyright 2012 Containment Solutions, Inc. ▪ All Rights Reserved ▪ Pub. No. TNK 1092B

FIBERGLASS UNDERGROUND TANK SPECIFICATION

for

PETROLEUM STORAGE

Short Form Specification The contractor shall provide the appropriate double or triple-wall fiberglass storage tank and accessories as indicated on tank drawings. Capacity, dimensions and fitting locations will be indicated on tank drawings. Tanks shall be manufactured by Containment Solutions, Inc. The tank must be tested and installed according to manufacturer's current installation instructions.

Long Form Specification Part I: General

1.01 Quality Assurance

A. Acceptable Manufacturers:

Containment Solutions, Inc., Conroe, Texas B. Governing Standards, as applicable:

1. Underwriters Laboratories Inc. Standard 1316, Glass-Fiber Reinforced Plastic Underground Storage Tanks for Petroleum Products, Alcohols, and Alcohol-Gasoline Mixtures.

2. Underwriters Laboratories of Canada standard ULC-S615, Reinforced Plastic Underground Tanks for Flammable & Combustible Liquids.

3. National Fire Protection Association codes and standards:

a. NFPA 30 Flammable and Combustible Liquids Code

b. NFPA 30A Motor Fuel Dispensing Facilities and Repair Garages Code

c. NFPA 31 Installation of Oil-Burning Equipment Standard

4. City of New York Department of Buildings M.E.A., 71-85-M

5. American Concrete Institute standard ACI 318, Building Code Requirements for Structural Concrete.

1.02 Submittals

Contractor shall submit ____ copies of: shop drawings, manufacturer's product brochures, installation instructions and calibration charts.

Part II: Products

2.01 Double-Wall and Triple-Wall

Fiberglass Underground Storage Tanks

A. Loading Conditions - Tanks shall meet the following design criteria:

1. External hydrostatic pressure: Buried in ground with 7' of over burden over the top of the tank, the excavation fully flooded and a safety factor of 5:1 against general buckling.

2. Surface Loads: When installed according to manufacturer's current installation instructions, tanks shall withstand surface HS-20 axle loads (32,000 lbs/axle).

Package 0003: 23 10 00

2.2B.2

2.2B.1

Section 23 10 00 2.2 UST Tank

September 2012 ▪ Copyright 2012 Containment Solutions, Inc. ▪ All Rights Reserved ▪ Pub. No. TNK 1092B

3. Internal Load: Primary and secondary tanks shall withstand 5 psig (35 kPa) air pressure test with 5:1 safety factor.

4. Tanks shall be designed to support accessory equipment such as heating coils, ladders, drop tubes, etc. when installed according to manufacturer's recommendations and limitations.

B. Product-Storage Requirements

1. All primary tanks must be vented. Tanks are designed for operation at atmospheric pressure only, except for use with vapor recovery systems at a pressure or vacuum not to exceed 1 psig (7 kPa).

2. Tanks shall be capable of storing liquids with specific gravity up to 1.1.

3. Tank shall be capable of storing the following products:

a. Diesel fuel oils for oil burning equipment at temperatures not to exceed 150ºF.

b. Gasoline, jet fuel, aviation gasoline, motor oil (new or used), kerosene, diesel motor fuel at ambient temperatures.

c. Alcohol-gasoline blend motor fuels at ambient temperatures:

Gasoline-ethanol blends with up to 100% ethanol.

Gasoline-methanol blends with up to 100% methanol.

d. Oxygenated motor fuels at ambient temperatures with up to 20% (by volume) methyl tertiary butyl ether (MTBE), ethyl tertiary butyl ether (ETBE), di-isopropyl ether (DIPE), tertiary butyl alcohol (TBA), tertiary amyl methyl ether (TAME), or tertiary amyl ethyl ether (TAEE).

e. Biodiesel-diesel blends with up to 100% biodiesel (B100 per ASTM) at ambient temperatures.

C. Materials

1. The tank shall be manufactured as a matrix of premium resin, glass fibers and silane-treated silica that together result in a composite providing improved corrosion protection.

2. Tank inner wall shall be fabricated against a mold to produce a non-air inhibited and high gloss laminate to provide a fully cured inner surface without the need for wax coats, a low coefficient of friction and a natural resistance to the build-up of algae or other contamination on the surface. Wax and wax resin coatings cannot be used to achieve full surface cure on tank shells and endcaps.

D. Dimensional Requirements (refer to Containment Solutions literature)

1. Nominal capacity of the tank shall be ____ gallons / liters.

2. Nominal outside diameter of the tank shall be ____ feet.

3. Nominal overall length of the tank shall be ____ feet.

September 2012 ▪ Copyright 2012 Containment Solutions, Inc. ▪ All Rights Reserved ▪ Pub. No. TNK 1092B

E. Monitoring Capabilities

1. Double and triple-wall tanks shall have a monitoring space between the walls to allow for the free flow and containment of leaked product from the primary tank. The monitoring space shall provide equal communication in all directions.

2. The following continuous monitoring conditions shall be compatible with the cavity between the inner and outer tanks:

a. Vented to atmosphere

b. Vacuum – 5 psig maximum

c. Positive air pressure (5 psig maximum)

d. External hydrostatic pressure – 7’ maximum groundwater head pressure over tank top

3. Tanks 6' diameter and larger shall have an integrally mounted annular space reservoir installed on the tank for factory-installed brine and continuous hydrostatic monitoring. The reservoir shall be constructed of fiberglass reinforced plastic materials and be included in the tank warranty.

4. The monitoring fitting for the monitoring space shall be a 4" NPT fitting.

5. The monitoring system shall be capable of detecting a breach in the inner and outer tank under the following installed conditions:

a. When the primary tank is empty.

b. When the primary tank is partially or completely full and the ground water table is below tank bottom.

c. When the primary tank is partially or completely full and the tank is partially or completely submerged in groundwater.

6. The leak detection performance of the monitoring system shall be tested and verified by a qualified independent consultant to detect leaks in the primary or secondary tank walls as small as 0.10 gallons per hour within one-month.

7. The hydrostatic monitoring system shall be capable of a precision tank test that is listed by the National Work Group on Leak Detection Evaluations (NWGLDE) and be listed as a continuous interstitial monitoring method (liquid filled) by NWGLDE.

8. If hydrostatically monitored, any solution used in the monitoring space shall be compatible with the tank and be of a contrasting color to the tank.

2.02 Accessories

A. Flanged Manways

1. The standard manway is 22" I.D. and will be furnished with UL listed gaskets and covers (30" and 36" manways are optional).

2. Location – see standard tank drawings.

3. Optional manway extensions shall be fiberglass and ____ feet long.

B. Fill Tubes - Fill tubes of appropriate design shall be supplied by contractor.

September 2012 ▪ Copyright 2012 Containment Solutions, Inc. ▪ All Rights Reserved ▪ Pub. No. TNK 1092B

C. Hydrostatic Monitor Accessories

1. Brine monitoring fluid shall be a calcium chloride solution.

2. Double float reservoir sensor supplied by contractor shall be designed for CSI reservoirs. The components of the sensor shall be compatible with brine and provide two alarm points positioned 10" apart.

D. Secondary Containment Collar

1. UL label shall be affixed to collar.

2. The collar shall be fiberglass reinforced plastic, 42" or 48" in diameter and shall be factory-installed in accordance with drawings.

3. The collar shall include an internal adhesive channel.

4. The collar shall be included in the 30-year tank warranty.

E. Adhesive Kit (Kit AD)

1. UL Listed and alcohol compatible adhesive kit shall provide a watertight seal at the tank sump and containment collar joint to prevent the ingress of water or egress of fuel. The adhesive kit includes resin, catalyst, mixing stick, putty knife, sandpaper, grout bag, and installation instructions.

F. Tank Sumps

1. UL label shall be affixed to tank sump components.

2. Tank sumps & collars shall be listed by Underwriters Laboratories for petroleum fuels and all blends of alcohol (same as tank). Collar and sump shall be tested and listed as a complete sump system.

3. Tank sump components shall be constructed of fiberglass reinforced plastic.

The tank sump shall be 42" or 48" in diameter and must mount to the secondary containment collar. Standard tank sump shall consist of an octagon shaped base (round base is optional), round body extension and enclosure top.

4. The octagon base shall be 24" in height and provide 19" high panels for piping entry points. The base must be capable of joining to the collar with an internal adhesive channel.

5. A 34" O.D. watertight lid shall be provided at the submersible and fill/vapor end of the tank and provide a watertight seal to the sump enclosure with12" of water above the lid and remain leak free.

6. Refer to tank sump drawings for standard models and configurations.

G. Ladders

1. Ladders shall be supplied by the tank manufacturer (carbon steel, stainless steel, aluminum).

H. Anchor Straps

1. Straps shall be supplied by the tank manufacturer.

2. Number and location of straps shall be as specified by manufacturer.

3. Each strap shall be capable of withstanding a maximum load of 25,000 lbs.

September 2012 ▪ Copyright 2012 Containment Solutions, Inc. ▪ All Rights Reserved ▪ Pub. No. TNK 1092B

I. Prefabricated Concrete Deadmen Anchors

1. Design Conditions – Deadmen shall meet the following design criteria:

a. Deadman shall be designed to ACI 318

b. Manufactured with 4,000 psig concrete

c. Manufactured in various lengths

d. Provide adjustable anchor points for hold down straps

J. Liquid Sensor Drawstring

1. Galvanized steel drawstring shall be factory installed at the monitoring fitting to facilitate field insertion of sensor.

K. Fittings Threaded NPT

1. All threaded fittings shall be located on a manway cover or within 12" of the tank top center line. Fittings to be supplied with temporary thread protectors or threaded plugs.

2. All standard fittings shall be 4" diameter NPT half couplings.

3. Internal piping shall be terminated at least 4" from the tank bottom

(6" for 12' diameter tanks).

Part III: Execution

3.01 Installation and Testing

Fiberglass underground tanks must be tested and installed according to the current installation instructions provided with the tank (refer to Containment Solutions Pub. No.

INST 6001).Tanks are installed with pea gravel or crushed stone as specified in current installation instructions. Containment Solutions' tanks are intended for storing products listed in the warranty; any other products not listed in the warranty must be approved in advance by Containment Solutions.

Part IV: Limited Warranty

4.01 Limited Warranty

Warranty shall be Containment Solutions limited warranty in effect at time of delivery.

Package 0003: 23 10 00

2.2 Underground Fiberglass Reinforced Plastic Tanks 0-7" Burial

2.2 Underground Fiberglass Reinforced Plastic Tanks Burial (7' to 10'): Two Tanks

P R

O

JE

C T

D E

S C

R

IP

T

IO

N

VA

-R ep la ce m en t M ed ic al C en te r F ac ilit y, C O

R

FI

: E le va tio ns C la rif ic at io n

D A

T E

: 3 /1

8/

66'-0"

'-0

'-0

'-6

7' -0

7' -6

17'-0"

1' -0

3'-6"

3'-0"

3'-0"

2'-0"

'-0

12'-1"

6' -1

1% Slope = 0.6"

1' -2

46'-0"10'-0"

1' -2

SERVICE LEVEL: 5376

UP

LEVEL 1: 5388

Staircase

Bottom of Deadman at elevation 5362

82.6 BOW Tank 4

Side-walk

81.4 BOW Tank 1 Approx. FG: 81-0

Approx. FG: 79-0

Retaining Wall Pier

Fuel Polisher Supply

Proposed Fuel Polisher Return

Bottom of Deadman at elevation 5361

5'-0"

1% Slope

Man-Hole (TYP.)

N N

ENERGY BUILDING

TANK 1

TANK 2

TANK 3

TANK 4

2' 4'

4' 4'

ALL TANKS DIMENSION = 12' x 60'

(TYP)

3'

NOTE: NOT TO SCALE

3'-0"

Proposed Fuel Polisher Return Manhole

Watertight Lid

34” Lid O.D.

32 ¾” Neck O.D.

32” I.D.

42” I.D.

16”

4½”

“L” 4’ 0”

2’ 0” 19”

Enclosure Top

Round Body Extension

EZ-Fit Adhesive Joint

EZ-Fit Adhesive Joint

Containment Collar

Polygon or Round Sump Body

Sump

Sump

1' -2

Proposed Fuel Polisher Return Manhole

Pipe Entry to manhole riser

SERVICE LEVEL: 5376

Proposed Fuel Polisher Return 78' @ 1% = 0.8

Dictated Depth of Tank

87.97 F.S

87.4 TOW

Section 23 10 00(2.2) UST Tank

Lakewood, CO 80228

Ph. 303.708.9900

VA Replacement Medical Center, Aurora Project # 8169

2.2F Tank ManholesSubmittal for :

Specification Section : 23 10 00

0012Register Item No :

2.2FSub Section :

Manufacturer :

Revision No : 0

Model / Part No. :

This submittal has been reviewed; products have been verified as being specified and field measurements and construction criteria have been coordinated. This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents.

Any additions to submitted products shall be accompanied by an appropriate contract change request.

Comments :

Printed on: 4/4/2014 Page 1

Package 0003: 23 10 00

Pages 19-22.

2.2 D.5 Cast Iron Manhole Frames and Covers Rated for H-20

2.2 F Tank Manholes "Bolted Cover Type, Gasketed"

CDI No. 12 23 10 00 - 13 31 AUG 2012 channels to allow tank leakage at any point to flow to a leak detector at the bottom of the annular space. Provide connection point to outer wall and plastic pipe from tank connection to grade designed to accommodate leak detection device.

C. Factory Cleaning: Clean interior and exterior. Remove all dirt, debris, and coatings and material incompatible with fuel being stored.

D. Fiberglass Manhole Enclosures:

1. Cylindrical enclosures sized as shown, designed to contain fuel spills from tank piping. Locate all tank manholes and all tank piping connections within the enclosures.

2. Same material type and thickness as tank. Reinforce to prevent deflection.

Provide leak-tight connection to tank designed to allow removal of tank manway cover without disturbing connection between enclosure and tank.

Coat all exposed steel surfaces, such as bolting, with two coats of urethane.

3. In traffic areas, enclosures and tank must have flexible isolation system to prevent wheel loads from being transmitted to the tank.

4. For burner fuel tanks, design enclosure to permit installation and removal from above grade of present or future heating coil as an assembled unit.

5. Access to Manhole Enclosure: Fed. Spec. A-A-60005 cast iron manhole frames and covers rated for H-20 (14 500 kg) (32,000 pound) axle loading minimum with opening size as shown. Sidewalk type metal doors as shown and as specified under Section 05 50 00, METAL

FABRICATIONS.

E. Pipe Connections to Tanks:

1. Conform to UL 1316.

2. Pipe sizes 100 mm (4 inches) and smaller, threaded. Pipe sizes 125 mm (5 inches) and larger, 1025 kPa (150 pound) ASME flanged.

3. Welded joints required on steel piping located inside tanks.

4. Provide and coordinate tank connection quantities, sizes and types with requirements of level gage unit; tank leak detector; sounding rod; vent, fill, supply and return pipes; and other pipes as shown.

5. All tank piping connections shall be within the tank manhole enclosures and sump/risers.

F. Tank Manholes: Provide quantity shown. Bolted cover type, gasketed, zinc-plated bolts, nuts and washers.

G. Internal Ladder: Provide with 50 mm x 6 mm (2 inch x 0.25 inch) sides and 20 mm (0.75 inch) diameter rungs at 300 mm (12 inches) on center. Provide slide support to allow tank movement.

Package 0003: 23 10 00

Comply Pages 19-22

Comply Pages 19-22

80 ©2013 OPW Fueling Components9393 Princeton-Glendale Road Hamilton, Ohio USA 45011 Phone: (800) 422-2525 Fax: (800) 421-3297 www.opwglobal.com

O.D.

10-3/4"

I.D.

Section 1 (See Lid Thickness Dimensions)

Hex Head Detail 5/16" Bolt

Roto-Lock Detail 3/4" Hex u Standard and Raintight Models Available

– raintight models include Buna-N gaskets and recessed hex-head bolts or Roto-Lock fasteners to help prevent water intrusion.

u Wide Range of Sizes – sizes range from 24" to 48" (61 to 122

cm) to accommodate a wide range of applications. Custom sizes and configurations are also available.

u Easy Cover Removal – an integral recessed handle is included on all raintight and plain manholes 24" and larger. Manholes 42" and larger include dual recessed handles and provision for centered 1/2" - 13 threaded allen head blind plug for easy removal so that a 1/2" - 13 eyebolt can be threaded into the hole for easier removal of covers.

u Highway 20 Rated (H20) – all OPW spill containers and manholes exceed the requirements of the Highway 20 rating.

Ordering Specifications Cover O.D. Skirt I.D. Thickness Weight

Model # Description in. cm in. cm in. cm lbs. kg Ring

6110-24WT Raintight* 24 61 215/8 55 3/8 9 88 40 Fab. Steel

6110-2410 Standard* 24 61 215/8 55 3/8 9 88 40 Fab. Steel

6110-30WT Raintight* 30 76 275/8 70 1/2 13 160 73 Fab. Steel

6110-3010 Standard* 30 76 275/8 70 3/8 9 160 73 Fab. Steel

6110-37WT Raintight* 37 94 345/8 88 1/2 13 178 81 Fab. Steel

6110-3710 Standard* 37 94 345/8 88 3/8** 9 178 81 Fab. Steel

6110-4010 Standard* 40 102 375/8 96 3/8 9 198 90 Fab. Steel

6110-42WT Raintight* 42 107 395/8 101 1/2** 13 290 132 Fab. Steel

6110-4200 Standard 42 107 395/8 101 1/2** 13 290 132 Fab. Steel

6110-48WT Raintight* 48 122 455/8 116 1/2** 19 390 177 Fab. Steel

6120-24WT Roto-Lock Raintight 24WT* 24 61 225/8 55 3/8 9 88 40 Fab. Steel

6120-30WT Roto-Lock Raintight 30WT* 30 76 285/8 70 1/2 13 160 73 Fab. Steel

6120-37WT Roto-Lock Raintight 37WT* 37 94 355/8 88 3/8 13 178 81 Fab. Steel

6120-42WT Roto-Lock Raintight 42WT* 42 107 405/8 101 1/2** 13 290 132 Fab. Steel

6120-48WT Roto-Lock Raintight 48WT* 48 122 465/8 116 1/2** 19 390 177 Fab. Steel

* Recessed Handle

** Reinforced Cover

Standard - Plain No Bolts

Raintight - Bolt Down

Deep skirts available upon request

Replacement Parts Part # Description

P110-8G 8" Replacement Gasket

P110-12G 12" Replacement Gasket

P110-16G 16" Replacement Gasket

P110-18G 18" Replacement Gasket

P110-24G 24" Replacement Gasket

P110-30G 30" Replacement Gasket

P110-37G 37" Replacement Gasket

P110-40G 40" Replacement Gasket

P110-42G 42" Replacement Gasket

P110-48G 48" Replacement Gasket

P110-36TEE “T” Handle Cover Lifter

PROTO-LOCK (1) Replacement Roto-Lock

P110-8L Replacement Cover 8"

P110-12L Replacement Cover 12"

P110-16L Replacement Cover 16"

P110-18L Replacement Cover 18"

P110-24L Replacement Cover 24"

P110-37L Replacement Cover 37"

P110-40L Replacement Cover 40"

P110-42L Replacement Cover 42"

P110-48L Replacement Cover 48"

P120-36L Replacement Cover 36" Roto-Lock

P120-37L Replacement Cover 37" Roto-Lock

P120-42L Replacement Cover 42" Roto-Lock

RPHK Replacement Handle

OPW 110/120 Series Steel Round Manholes OPW 110/120 Series Round Manholes are designed for use in a wide range of service station driveway, industrial and commercial applications. The 110s and 120s are used to provide access to all types of underground equipment, including vapor recovery connections, UST monitoring equipment and submersible pumps. The 120 Series includes Roto-Lock fasteners on 24" and larger manholes.

Materials

Skirt: Galvanized steel Cover: Steel diamond plate Ring: Cast iron or fabricated steel

Gasket: Nitrile

Features

Package 0003: 23 10 00

2.2 D.5 Cast Iron Manhole Frames and Covers Rated for H-20

2.2 F Tank Manholes "Bolted Cover Type, Gasketed"

2.2F

2.2F

2.2F

Steel Access Covers Available in 18" to 48" round or 24" square.

Highlights

Covers meet or exceed D.O.T. H20 load rating.

Available in a bolted version including bolts and gasket.

Painted rustproof black.

24" square manway is manufactured using all welded construction. Corners are matched to ensure proper fit with covers.

Specs

(/americas/en) Americas

Page 1 of 4Steel Access Covers - Franklin Fueling Systems - Americas

4/3/2014http://www.franklinfueling.com/americas/en/steel-access-covers

Package 0003: 23 10 00

Model

A B C D

In. cm In. cm In. cm In. cm

781-418-08-STL 19 48.26 18 45.72 8.5 21.59 17.93 45.54

781-418-12-STL 19 48.26 18 45.72 12 30.48 17.93 45.54

781-418-18-STL 19 48.26 18 45.72 18 45.72 17.93 45.54

SR1809 WT 17.5 44.45 16.75 42.55 9 22.86 16.25 41.28

SR2409 HD 23.5 59.69 22.75 57.79 9 22.86 22.25 56.52

SR3009 HD 29.5 74.93 28.75 73.03 9 22.86 28.25 71.76

SR3009 WT 29.5 74.93 28.75 73.03 9 22.86 28.25 71.76

SR3609 HD 35.5 90.17 34.75 88.27 9 22.86 34.25 87

SR3609 WT 35.5 90.17 34.75 88.27 9 22.86 34.25 87

SR3809 HD 39.5 100.33 38.75 98.43 9 22.86 38.25 97.16

SR3809 WT 39.5 100.33 38.75 98.43 9 22.86 38.25 97.16

SR4209 HD 41.5 105.41 40.25 102.24 9 22.86 39.75 100.97

SR4209 WT 41.5 105.41 40.25 102.24 9 22.86 39.75 100.97

SR4809 HD 47.5 120.65 46.25 117.48 9 22.86 45.75 116.21

SR4809 WT 47.5 120.65 46.25 117.48 9 22.86 45.75 116.21

Order Info

Model

Dimensions Skirt Size

Cover

Weight

In. cm In. cm Lbs. Kg

SSQ2409 24.00 × 24.00 60.96 × 60.96 9 22.86 Non-bolted 86 39.01

Page 2 of 4Steel Access Covers - Franklin Fueling Systems - Americas

4/3/2014http://www.franklinfueling.com/americas/en/steel-access-covers

Package 0003: 23 10 00

Model

Dimensions Skirt Size

Cover

Weight

In. cm In. cm Lbs. Kg

781-418-08-STL 18 45.72 8 20.32 Non-bolted 39 17.6

781-418-12-STL 18 45.72 12 30.48 Non-bolted 41 18.6

781-418-18-STL 18 45.72 18 45.72 Non-bolted 44 19.95

SR1809 WT 18 45.72 9 22.86 Bolted 40 18.14

SR2409 HD 24 60.96 9 22.86 Non-bolted 70 31.75

SR3009 HD 30 76.2 9 22.86 Non-bolted 139 63.05

SR3009 WT 30 76.2 9 22.86 Bolted 139 63.05

SR3609 HD 36 91.44 9 22.86 Non-bolted 192 87.09

SR3609 WT 36 91.44 9 22.86 Bolted 192 87.09

SR3809 HD 38 96.52 9 22.86 Non-bolted 235 106.59

SR3809 WT 38 96.52 9 22.86 Bolted 235 106.59

SR4209 HD 42 106.68 9 22.86 Non-bolted 310 140.61

SR4209 WT 42 106.68 9 22.86 Bolted 310 140.61

SR4809 HD 48 121.92 9 22.86 Non-bolted 400 181.44

SR4809 WT 48 121.92 9 22.86 Bolted 400 181.44

Note: May require two week lead time. Consult factory for availability.

Page 3 of 4Steel Access Covers - Franklin Fueling Systems - Americas

4/3/2014http://www.franklinfueling.com/americas/en/steel-access-covers

Package 0003: 23 10 00

WT= Watertight

Lakewood, CO 80228

Ph. 303.708.9900

VA Replacement Medical Center, Aurora Project # 8169

2.3 Soil Separator MatSubmittal for :

Specification Section : 23 10 00

0013Register Item No :

2.3Sub Section :

Manufacturer :

Revision No : 0

Model / Part No. :

This submittal has been reviewed; products have been verified as being specified and field measurements and construction criteria have been coordinated. This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents.

Any additions to submitted products shall be accompanied by an appropriate contract change request.

Comments :

Printed on: 4/4/2014 Page 1

Package 0003: 23 10 00

Material Manufacturer: Typar 2301 from Linq Industrial Fabrics, or equal (NO LONGER

AVAILABLE)

Functional Equalvilalent: 130EX

Pages 25-27.

H. Wear (Striker) Plates: Provide 300 mm (12 inch) square, 6 mm (0.25 inch) thick steel plates attached to bottom of tank directly under the sounding opening, the fuel return discharge, and the fill discharge.

I. Lifting Lugs: Provide for rigging tanks.

J. Hold-Down Straps: Provide quantity and design of FRP straps as recommended by tank manufacturer to anchor tank to concrete ballast slab. Straps shall have tension load capability equal to hold-down capability of ballast slab, with a minimum safety factor of two. Provide complete anchorage devices, including turnbuckles, for adjusting tension.

2.3 SOIL SEPARATOR MAT:

A. Material: Porous, non-woven polypropylene geotextile, 135 g per sq. meter (4 ounces per square yard), resistant to all alkalies and weak acids.

B. Material and Manufacturer: Typar 3401 from LINQ Industrial Fabrics, or equal.

2.4 TANK AND PIPING ACCESSORIES:

A. Vent Caps: Galvanized cast iron or cast aluminum with brass or bronze screens, arranged to permit full venting and to prevent entry of foreign material into the vent line. Same pipe size as vent pipe.

B. Fill Boxes:

1. Spill-container type enclosing a fill cap assembly with camlock hose connector with closure coordinated with fittings used by fuel supplier.

2. Watertight assembly, cylindrical body, quick-opening corrosion-resistant watertight sealable cover, polyethylene spill containment compartment with minimum // 5 // 10// 15 //25// gallon capacity. Integral drain valve with discharge to fill pipe.

3. Fill cap shall be lockable, tight-fill design with provision for padlock on the top of the cap. Fill cap shall screw onto threaded adapter that can be removed without removing fill box. Entire assembly shall seal tight with no leakage during filling and when cap is in place.

4. Provide special tools necessary for opening fill boxes and fill caps.

5. Protect spill container from traffic by ramped, drain-slotted cast iron body ring and cover. Design shall prevent transmission of traffic loads to the underground tank. Spill-container type not required at locations designated only for sounding tanks.

C. Fill caps located above grade without fill boxes shall be lockable, tight-fill design, operated by special wrench that shall be furnished. Entire assembly shall seal tight with no leakage during fill and when cap is in place.

D. Refer to Section 05 50 00, METAL FABRICATIONS, for access platforms shown for aboveground tanks.

Package 0003: 23 10 00

Comply Pages 25-27

Pages 25-27

Mike Kanaly

From: Shivam Phadtare

Sent: Wednesday, March 26, 2014 12:57 PM

To: Mike Kanaly

Subject: Fwd: Soil Separator Mat

Attachments: Thrace-LINQ_DataSheet-130EX.pdf; ATT00001.htm

Soil Separator mat

Sent from my iPhone

Begin forwarded message:

From: Donald OCallaghan <docallaghan@thracelinq.com>

Date: March 26, 2014 at 12:46:40 PM MDT

To: 'Shivam Phadtare' <sphadtare@plattrogers.com>, <mlohr@thracelinq.com>, <lwalker@thracelinq.com>

Subject: RE: Soil Separator Mat

Mr. Phadtare, We no longer carry Typar but our functional equivalent is 130EX please see the attached data sheet.

Thank you and regards, Donald O'Callaghan Customer Service Manager

Thrace-LINQ(tm) www.thracelinq.com

800.445.4675 (P)

843.810.7445 (C)

843.875.8276 (F)

The Foundation to Build On.(tm) Excellent products to do the job.

The service to do it right.(tm)

Package 0003: 23 10 00

2.3 Soil Separator Mat:

Material Manufacturer: Typar 2301 from Linq Industrial Fabrics, or equal (NO LONGER AVAILABLE)

� Please consider your environmental responsibility before printing this e-mail.

Confidentiality Notice This e-mail is covered by the Electronic Communications Privacy Act, 18 U.S.C. 2510-2521 and is legally privileged. This message is intended exclusively for the individual or entity to which it is addressed. This communication may contain information that is proprietary, privileged, confidential or otherwise legally exempt from disclosure. If you are not the named addressee, you are not authorized to read, print, retain, copy or disseminate this message or any part of it. If you have received this e-mail in error, please notify us immediately by reply e-mail and then permanently destroy the original transmission and any attachments from your system without reading them or saving them to disk or otherwise. Please do not copy it or use it for any purposes, or disclose its contents to any other person.

This e-mail is not an offer or acceptance and shall not form part of a legally binding contract unless expressly stated in this e-mail. No warranty is given as to the accuracy or fitness for any purpose of the information contained herein and you are not entitled to rely upon it unless it expressly states otherwise.

Thrace-LINQ randomly monitors e-mails including its e-mail system for operational purposes.

Thrace-LINQ has no control over websites to which there may be a hypertext link and no liability is accepted in relation to those sites.

Thrace-LINQ has taken all reasonable precautions to ensure that no viruses are present in this e-mail, including any attachments. However, Thrace-LINQ cannot accept responsibility for any loss or damage arising from the use of this e-mail or attachments, and would advise you to carry out your own virus checks before opening any attachment.

Thrace-LINQ is not liable for any errors or omissions in the contents of this e-mail, and/or for any delay in its receipt, which arise as a result of e-mail transmission.

Thank you for your cooperation.

From: Shivam Phadtare [mailto:sphadtare@plattrogers.com]

Sent: Wednesday, March 26, 2014 2:21 PM

To: 'mlohr@thracelinq.com'; 'lwalker@thracelinq.com'; 'docallaghan@thracelinq.com'

Subject: Soil Separator Mat

Good Afternoon, I got your contact details from your company Website. We are a Contruction Firm specializing in Fuel Oil

System located in Denver, Colorado.

We wish to submit your product as it is specked on one of our jobs. The Specification is as follows:

2.3 SOIL SEPARATOR MAT:

A. Material: Porous, non-woven polypropylene geotextile, 135 g per sq. meter (4 ounces per square yard), resistant to all alkalies and weak acids.

B. Material and Manufacturer: Typar 3401 from LINQ Industrial Fabrics, or equal.

Please can you forward me the Product Catalog so that we can go ahead and submit it ?

Thanks.

SHIVAM PHADTARE | Project Controls Engineer

Platt Rogers Construction 12211 W. Alameda Pkwy. Ste. 200 Lakewood, CO 80228 Tele: 303.708.9900 Mob: 786.468.1782

Construction Solutions for Mission Critical Operations www.plattrogers.com

2.3 Soil Separator Mat:

Material Manufacturer: Typar 2301 from Linq Industrial Fabrics, or equal (NO LONGER AVAILABLE)

ASTM-D4632 N lbs

ASTM-D4632 % %

ASTM-D4533 N lbs ASTM-D6241 N lbs ASTM-D4491 sec-1 sec-1

ASTM-D4491 l/min/m2 gpm/ft2

ASTM-D4751 mm USSieve

ASTM-D4355 % %

Area Width Length Est. Weight Area Width Length Est. Weight m2 m m kg yd2 ft ft lbs 418 3.8 109.7 62 500 12.5 360 136

502 4.6 109.7 74 600 15 360 163

The property values listed above are effective 09/2012 and are subject to change without notice.

Product Data Sheet

130EX

PROPERTY

TEST

PROCEDURE MARV MARV

PACKAGING

This information relates to the specific material designated and may not be valid for such material used in combination with any other materials or in any process. Such information is, to the best of our knowledge and belief, accurate and reliable as of the date manufactured. However, no representation, warranty or guarantee is made as to its accuracy, reliability or completeness. It is the user’s responsibility to satisfy himself or herself as to the suitability and completeness of such information for his or her own particular use. We do not accept liability for any loss or damage that may occur from the use of this information, nor do we offer any warranty against infringement.

LINQ and the Thrace-LINQ emblem are registered trademarks of Thrace-LINQ, Inc.

Puncture ASTM D4833 is not recognized by AASHTO M288 and has been replaced with CBR Puncture ASTM D6241.

Physical properties reflect industry standards. Roll Data may reflect higher values than those listed above.

Roll lengths and widths have a tolerance of +/- 1%.

Mullen Burst ASTM D3786 removed. Not recognized by ASTM D35 on Geosynthetics.

Roll Sizes

METRIC

0.212

Thrace-LINQ® 130EX is a nonwoven geotextile fabric manufactured from Polypropylene staple fiber. The fibers are randomly oriented and form a cohesive/stabilized needlepunched fabric, for use in many applications. This fabric has been UV stabilized and is resistant to commonly encountered chemicals, mildew, and insects, found in soil.

METRIC ENGLISH

Permittivity

UV Stability @ 500 hrs

Apparent Opening Size (AOS )

WaterFlow Rate

CBR Puncture

Notes:

Grab Tensile Strength

Grab Tensile Elongation

Trapezoid Tear

ENGLISH

www.thracelinq.com 2550 West Fifth North St. Summerville, SC 29483

1-800-445-4675 REV: 09/2012

Package 0003: 23 10 00

2.3 Soil Separator Mat and Plan Sheet 00.MH.508 Detail 8 "Underground Fuel Oil Storage Tank" Original Specified Product Typar 3401 No Longer Carried: Functional Equivalent: 130EX

Lakewood, CO 80228

Ph. 303.708.9900

VA Replacement Medical Center, Aurora Project # 8169

2.4A Vent CapsSubmittal for :

Specification Section : 23 10 00

0014Register Item No :

2.4ASub Section :

Manufacturer :

Revision No : 0

Model / Part No. :

This submittal has been reviewed; products have been verified as being specified and field measurements and construction criteria have been coordinated. This review was performed only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents.

Any additions to submitted products shall be accompanied by an appropriate contract change request.

Comments :

Printed on: 4/3/2014 Page 1

Package 0003: 23 10 00

Page 30.

H. Wear (Striker) Plates: Provide 300 mm (12 inch) square, 6 mm (0.25 inch) thick steel plates attached to bottom of tank directly under the sounding opening, the fuel return discharge, and the fill discharge.

I. Lifting Lugs: Provide for rigging tanks.

J. Hold-Down Straps: Provide quantity and design of FRP straps as recommended by tank manufacturer to anchor tank to concrete ballast slab. Straps shall have tension load capability equal to hold-down capability of ballast slab, with a minimum safety factor of two. Provide complete anchorage devices, including turnbuckles, for adjusting tension.

2.3 SOIL SEPARATOR MAT:

A. Material: Porous, non-woven polypropylene geotextile, 135 g per sq. meter (4 ounces per square yard), resistant to all alkalies and weak acids.

B. Material and Manufacturer: Typar 3401 from LINQ Industrial Fabrics, or equal.

2.4 TANK AND PIPING ACCESSORIES:

A. Vent Caps: Galvanized cast iron or cast aluminum with brass or bronze screens, arranged to permit full venting and to prevent entry of foreign material into the vent line. Same pipe size as vent pipe.

B. Fill Boxes:

1. Spill-container type enclosing a fill cap assembly with camlock hose connector with closure coordinated with fittings used by fuel supplier.

2. Watertight assembly, cylindrical body, quick-opening corrosion-resistant watertight sealable cover, polyethylene spill containment compartment with minimum // 5 // 10// 15 //25// gallon capacity. Integral drain valve with discharge to fill pipe.

3. Fill cap shall be lockable, tight-fill design with provision for padlock on the top of the cap. Fill cap shall screw onto threaded adapter that can be removed without removing fill box. Entire assembly shall seal tight with no leakage during filling and when cap is in place.

4. Provide special tools necessary for opening fill boxes and fill caps.

5. Protect spill container from traffic by ramped, drain-slotted cast iron body ring and cover. Design shall prevent transmission of traffic loads to the underground tank. Spill-container type not required at locations designated only for sounding tanks.

C. Fill caps located above grade without fill boxes shall be lockable, tight-fill design, operated by special wrench that shall be furnished. Entire assembly shall seal tight with no leakage during fill and when cap is in place.

D. Refer to Section 05 50 00, METAL FABRICATIONS, for access platforms shown for aboveground tanks.

Package…