B08_Attach_6_General_Req__Proposed_Equip_Specs__and_Drawings_2024_1022.pdf

Attachment 6: General Requirements, Proposed Equipment Specifications, and Design Drawings

General Requirements:

1. Solar Panel Requirements

a. Contractor shall be responsible for the removal and disposal of existing 12 Lorentz LC120 solar panels. See attachment 7 for existing panel manufacturers specifications for all existing equipment.

b. Contractor shall propose, provide, and install new solar panel array capable of providing equivalent power generation for the following existing well features according to the manufacturer specifications in Attachment 7 and as detailed below:

i. New panels shall be solar panels compatible with all the existing Lorentz equipment, or equal panel array capable of providing minimum 1.44 kW solar capacity generation at each campground.

ii. The panels shall be installed and wired to power the existing well controller and submersible pump and provide sufficient power for the overall water system.

1. The well controllers are as specified below at each campground.

a. Tuttle Creek Campground’s existing Lorentz (ECDRIVE 4000-C) well submersible pump and a Lorentz Controller PS2-4000 are currently installed with max power of 4.0kW, Max input voltage of 375 V, Optimum Vmp of less than 238 V (see attachment 7 for the equipment specifications)

b. Horton Creek Campground’s existing Lorentz (ECDRIVE 4000-C) well submersible pump and a Lorentz Controller PS2-4000 are currently installed with max power of 4.0kW, Max input voltage of 375 V, Optimum Vmp of less than 238 V (see attachment 7 for the equipment specifications

c. Crowley Lake Campground’s with existing Lorentz (ECDRIVE 4000-C) well submersible pump and a Lorentz Controller PS2-1800 are currently installed with max power of 1.8 kW, Max input voltage of 200 V, Optimum Vmp of less than 95 V (see attachment 7 for the equipment specifications)

iii. The panels shall be installed following the manufacturer's installation instructions and requirements.

2. Solar Panel Mounting Requirements

a. Contractor shall remove and dispose of the existing single pole UTRF 120

Alum Tracker Wrack tilting structure at ground elevation. The single pole is expected to be cut off at ground elevation. Contractor to verify existing structure and propose removal or modifications to fit their proposed structure meeting the requirements below.

i. The single pole is expected to be cut off at ground elevation. The existing concrete foundations may remain in place.

b. The contractor shall provide and install a minimum double pole static ground mounted solar mounting structure with the following specifications:

i. The structure shall be compatible with proposed solar panels.

ii. Static at a 10-degree angle, with cross bracing, capable of holding a minimum of 30 pounds per square foot (psf) snow load and 120 mph wind load,

iii. Footings shall be cylindrical 16-inch diameter, 4 feet deep and composed of reinforced concrete as detailed below.

iv. The system must be mounted within the well fenced area.

1. Exact location to be proposed by the contractor and approved by the COR prior to installation.

2. Approximate area between the fence and well head is 10-feet by 20 feet, contractor is responsible for site verification.

c. The Contractor shall follow the manufacturer's installation instructions and requirements.

3. Tank Liner Requirements

a. The Contractor shall prepare the existing water tanks, valves, and fittings as required by the liner manufacture installation specifications for the new liner application.

b. Materials and Structure

i. Contractor shall provide and install Warren 301-01 epoxy interior lining, or equal, for the exiting above ground drinking water tanks at each of the three campgrounds.

1. The proposed liner shall be:

a. compatible with chlorine (5-10 ppm dose) and

b. have a current NSF 61 certification to meet drinking water standards.

ii. All interior surfaces and coatings shall comply with ANSI/NSF

Standard 61. This requirement applies to any pipes and fittings, protective materials (e.g., paints, coatings, concrete admixtures, concrete release agents, or concrete sealers), joining and sealing materials (e.g., adhesives, caulks, gaskets, primers and sealants) and mechanical devices (e.g., electrical wire, switches, sensors, valves, or submersible pumps) that may come into contact with the drinking water.

c. Openings in the roof and sidewalls shall be kept open and include the follow and as shown in Exhibit 10 photo log and as-builts in attachment 5:

i. 2-inch Inlet near the top of the tank wall and approximately 6-inches above the overflow elevation (6-inches of freeboard).

ii. 2-inch overflow, approximately 6-inches below the inlet elevation

iii. 8-inch downturned candy cane style or glove vent fine screened vent

iv. 4-inch drain outlet

v. 2-inch outflow outlet

vi. 24-inch square shoebox style lid with locking hinge framed at least 4 inches above the surface of the roof at the opening. The frame of any roof access opening shall be provided with a close-fitting, solid shoebox-type cover that extends down around the frame at least 2 inches and is furnished with a gasket(s) between the lid and frame.

The horizontal surface of the tank lid shall not have any openings, cracks, or penetrations, such as a lock, keyhole, or bolted handle that would allow contaminants to enter the tank.

vii. 1-inch conduit entry on roof

viii. 1-inch sample tap near the bottom, see Photo Log-Photo 14

ix. 24-inch diameter side-shell manway with bolt-on cover.

x. A locking ladder, meeting OSHA requirements, to access the hatch shall also be included, see Photo Log-Photo15

d. Once the tank liner is installed, the tank shall be filled to complete a tank leak tested to ensure all piping modifications are functioning. All leaks found during the test will be repaired/sealed by the contractor.

4. Valves

a. All pipe, fittings and materials that may come in contact with drinking water, shall conform to ANSI/NSF Standard 61, and applicable sections of AWWA Standards C104-A21.4-08 through C550-05 and C900-07 through C950-07..

b. The contractor’s proposal shall incorporate the provisions of the manufacturer's recommended installation procedures and the following applicable standards:

i. For PVC pipe, ASTM D2774, Recommended Practice for Underground Installation of Thermoplastic Pressure Piping and PVC Pipe and AWWA Manual of Practice M23;

ii. For HDPE pipe, ASTM D2774, Recommended Practice for Underground Installation of Thermoplastic Pressure Piping and AWWA Manual of Practice M55;

c. All valves shall be placed in an appropriately sized Polyolefin valve box with a locking lid to maintain access from the surface.

d. Pipe Bedding & Backfill

i. Backfill material shall be tamped in layers around the pipe and be sufficient height above the pipe to adequately support and protect the pipe. The material and backfill zones shall be as specified as a minimum for plastic pipe, backfill material with a maximum particle size of 3/4 inch shall be used to surround the pipe.

e. Sealing Pipe Ends During Construction.

i. The open ends of all pipelines under construction shall be covered and effectively sealed at the end of the day.

f. Leak Test

i. The Contractor shall complete leak and pressure tests to ensure all modifications are secure prior to any backfill.

1. The tests shall include filling the distribution system to operating pressure and allowed to sit for 2 hours.

2. The well shall be shut off and the system left on lockout to prevent any use.

3. After 2 hours the volume of water dropped in the tank shall be measured to determine the volume of any leaks.

4. Any leak shall not exceed the standards outlined in AWWA Series C600.

5. Warranty

Materials and equipment furnished under this Contract shall be covered by the most favorable commercial warranties given to customers for such materials or equipment. The rights or remedies provided herein are in addition to and do not limit rights afforded to the Government by other clauses of this Contract. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the Contract the Contractor shall:

i. Obtain warranties that would be given in normal commercial practices.

ii. Require warranties to be executed, in writing, for the benefit of the Government.

iii. Submit warranties to the Contracting Officer prior to the final inspection.

Lone Pine (#1314645) ground based 28357 INDUSTRIAL BLVD., HAYWARD, CA 94545

Last updated by Cheryl Parker on 05/08/24 02:28 PM

Project Details

Name Lone Pine Date 05/08/2024

Location Lone Pine, CA ASCE code 7.16

Total modules 6 Wind speed 150 mph

Module Mission Solar Energy: MSE270SO5K (40mm) Snow load 30 psf

Dimensions Dimensions: 65.51" x 39.33" x 1.57" (1663.95mm x 998.98mm x 40.0mm) Wind exposure D

Total watts 1,620 kW Piers 6

Concrete 1.09 yd³

Inter sub-array spacing

49.0" Calculated using solar azimuth of -40.82° and solar elevation of 17.72° at 9AM (America/Los_Angeles) on the winter solistice.

Substructure & Foundation

Tilt 10° South facing grade 0°

Pipe/tubing diameter 2" Soil class 4

Foundation type Concrete Hole diameter 16"

Last updated by Cheryl Parker on 05/08/24 02:28 PM

Sub array #1

Rows 3 Columns 2 # Arrays 1

Area 10' 11" (EW) × 10' 1" (NS) Rail type XR1000 Diagonal bracing yes

E/W spacing 4' 11" Rail cantilever 1' 8" Pipe cantilever 7"

Piers/array 6 Total south piers 3 (4' 9") Total north piers 3 (6' 1")

Total cross pipes 2 (10' 11") Total pipe length 54' 3"

Shear 432 lbs Moment 0 ft-lbs Uplift -1,519 lbs

Last updated by Cheryl Parker on 05/08/24 02:28 PM

10' 11"

9'

1"

7"

CANTILEVER

4' 11"

E-W PIER SPACING

7'

N

-S P

IE

R

S

PA

C

IN

G

CROSS PIPE LENGTH

Last updated by Cheryl Parker on 05/08/24 02:28 PM

Pipe Fitting Detail

XR1000 Rail

Front View

2” TOP CAP

2” PIPE/TUBING

2” RAIL CONNECTOR

XR1000 RAIL

PV MODULE

Side View

2” PIPE/TUBING

2” TOP CAP

2” RAIL CONNECTOR

XR1000 RAIL

PV MODULE

UNIVERSAL FASTENING OBJEC

Clamp Detail

Mid Clamp, Plan

UNIVERSAL

FASTENING

OBJECT

PV MODULE

FRAME

Mid Clamp, Front

RAIL

PV MODULE

FRAME

UNIVERSAL

FASTENING

OBJECT

End Clamp, Plan

STOPPER

SLEEVE

UNIVERSAL

FASTENING

OBJECT

PV MODULE

FRAME

RAIL

1”

End Clamp, Front

PV MODULE

FRAME

RAIL

UNIVERSAL

FASTENING

OBJECT

STOPPER

SLEEVE

1”

132"

RAIL

1' 8"

RAIL CANTILEVER

1' 4"

HOLE DIAMETER

3'

DEPTH

HOLE

2'

2'

" 3'

6'

4'

CLEARANCE

NORTH

2'

CLEARANCE

SOUTH

N-S PIER SPACING

7' 6"

10' 10"

1' 8"

10°

Last updated by Cheryl Parker on 05/08/24 02:28 PM

Grounding Diagram

UFO Clamp Grounding Lug

Min 10 AWG Copper Wire

Fault Current Ground Path

Bonding Points Fault Current Ground Path

*Grounding Lugs and wire are not required in systems using certain Enphase microinverters or certain Sunpower modules.

Equipment grounding is achieved with the Engage cable for Enphase or the AC module cable system for Sunpower via their integrated EGC.

Se c tion Vie w

Plan Vie w

Optional Cross Brace

Only one Grounding Lug required per continuous subarray.*

Cross Pipe

R ail

Cross Pipe

UFO or

CAMO

Last updated by Cheryl Parker on 05/08/24 02:28 PM

Bill of Materials

Part Spares Total Qty

Rails

XR-1000-132A

XR1000, Rail 132" Clear

* [Custom Length] Please check with your distributor for availability.

0 4

Clamps & Grounding

UFO-CL-01-A1

Universal Module Clamp, Clear

0 16

UFO-STP-40MM-M1

Stopper Sleeve, 40MM, Mill

0 8

XR-LUG-03-A1

Grounding Lug, Low Profile

0 1

Substructure

70-0200-SGA

SGA Top Cap at 2"

0 6

GM-BRC2-01-M1

Ground Mount Bonded Rail Connector - 2"

0 8

GM-DB2-TB01-M1

GM Diagonal Brace, 2" Square Tube, 88.5" LG (For 2" Pipe)

0 3

GM-DB2-SLV01-M1

GM 2" Sleeve, Diagonal Brace

0 6

GM-DB-HW01-M1

GM Diagonal Brace Hardware (For 2" & 3" Pipe)

0 3

GROUND MOUNT INSTALLATION MANUAL - 3© 2022 IRONRIDGE, INC. VERSION 3.4

CHeCKLIST

IRONRIDGe COMPONeNTSPRe-INSTALLATION

☐ Verify module compatibility. See Page 14 for info.

☐ Purchase 2” or 3” Pipe or Mechanical Tubing

Pipe: 2” or 3” (NPS) ASTM A53 Grade B SCH 40 Pipe, galvanized to a min of ASTM A653 G90 or ASTM A123 G35.

Mechanical Tubing: 2.375” x 12 ga (O.D) or 3.500” x 8 ga (O.D.) Mechanical Tubing with one of the following Galvinizations (ASTM A1057).

• Allied Gatorshield

• Allied Flo-Coat Coating

• Wheatland ThunderCoat

TOOLS ReQUIReD ☐ Post Hole Digger or Powered Auger ☐ Socket Drive (7/16”, 9/16”, 15/16” and 1/2” Sockets) ☐ Torque Wrenches (0-240 in-lbs and 10-40 ft-lbs) ☐ Transit, String Line, or Laser Level ☐ 3/16” Allen Head

TORQUe VALUeS

Top Cap Set Screws (3/16” Allen Head) ☐ 2” or 3” NPS Schedule 40 Grade B Pipe: 20 ft-lbs ☐ 2.375” x 12 ga OD Mechanical Tubing: 11 ft-lbs ☐ 3.500” x 8 ga OD Mechanical Tubing: 16 ft-lbs

☐ For Ground Screw to Pipe Connection Hardware see Page 5.

☐ Top Cap U-Bolt Nuts (9/16” Socket): 15 ft-lbs ☐ Rail Connector Bracket Nuts (9/16” Socket): 21 ft-lbs ☐ Rail Connector U-Bolt Nuts (9/16” Socket): 60 in-lbs ☐ Rail Grounding Lug Nut (7/16” Socket): 80 in-lbs

☐ Rail Grounding Lug Terminal Screws (7/16” Socket): 20 in-lbs

☐ Module Grounding Lug Nut (3/8” Socket): 60 in-lbs ☐ Module Grounding Lug Terminal Screws (1/2”

Socket): 20 in-lbs ☐ Universal Fastening Objects (7/16” Socket): 80 in-lbs ☐ Diagonal Brace Set Screws (1/2” Socket): 15 ft-lbs ☐ Diagonal Brace Bolts (1/2” Socket): 40 ft-lbs ☐ Microinverter Kit Nuts (7/16” Socket): 80 in-lbs ☐ Frameless Module Kit Nuts (7/16” Socket): 80 in-lbs

➢ If using previous version of: Integrated Grounding Mid Clamps, Grounding Lug and end Clamps please refer to Alternate Components Addendum (Version 1.90).

➢ If installing on a low slope roof please refer to Ground Mount for Flat Roof Applications Addendum (Version 3.30).

➢ Unless otherwise noted, all components have been evaluated for multiple use. They can be uninstalled and reinstalled in the same or new location.

XR100 & XR1000 Rail Rail Connector

Top Cap UFO (30-46mm)

Diagonal Brace

Stopper Sleeve

Rail Grounding Lug

Microinverter Kit

Frameless Module Kit

Frameless End/ Mid Clamp

CAMO

End Cap Wire Clip

Module Grounding Lug

Hex Head Set Screw

IronRidge February 1, 2023 Mr. Corey Geiger Page 7 of 76 Ground Mounting System – Structural Analysis – 4 Module (XR1000)

Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers

- 7 -

Notes: see page 38

2" Braced

Pipe Frame Wind Speed &

Exposure Category 0 5 10 15 20 25 30 35 40 45

0 122 125 107 104 98 94 90 90 90 91 10 110 111 101 100 98 94 90 90 90 91 20 94 96 89 88 88 88 88 90 90 91 30 89 90 84 84 84 84 85 87 90 91 40 81 82 78 77 78 80 81 84 88 91 50 75 75 73 72 74 75 77 80 85 89 60 69 69 68 68 70 72 74 77 82 86 0 117 120 102 99 94 90 86 86 86 87 10 107 109 98 97 94 90 86 86 86 87 20 92 94 87 86 85 85 85 86 86 87 30 87 88 82 82 82 82 82 85 86 87 40 80 81 76 76 77 78 78 81 85 87 50 74 75 72 71 72 74 75 78 82 86 60 69 69 67 67 69 70 72 75 79 84 0 112 115 98 95 90 86 82 82 82 83 10 104 106 95 94 90 86 82 82 82 83 20 91 92 85 84 83 83 82 82 82 83 30 85 87 81 80 80 80 80 82 82 83 40 79 80 75 74 75 76 76 79 82 83 50 73 74 70 70 71 72 73 76 79 83 60 69 69 67 66 67 69 70 73 77 81 0 108 111 94 91 86 82 78 78 79 79 10 101 103 92 91 86 82 78 78 79 79 20 89 90 83 82 81 80 78 78 79 79 30 84 85 79 78 78 77 77 78 79 79 40 78 78 74 73 73 74 74 76 79 79 50 72 73 69 69 69 70 71 74 77 79 60 68 69 66 65 66 67 69 71 75 79 0 104 106 90 87 82 79 75 75 75 76 10 99 101 90 87 82 79 75 75 75 76 20 87 88 81 80 79 78 75 75 75 76 30 82 84 77 76 76 75 75 75 75 76 40 76 77 72 72 72 72 72 74 75 76 50 71 72 68 68 68 69 69 72 75 76 0 96 99 83 81 76 72 69 69 69 70 10 94 96 83 81 76 72 69 69 69 70 20 84 85 77 76 74 72 69 69 69 70 30 79 81 74 73 72 71 69 69 69 70 40 74 75 69 69 68 68 68 69 69 70 50 69 70 66 65 65 66 66 68 69 70 0 90 92 78 75 71 67 64 64 64 64 10 89 91 78 75 71 67 64 64 64 64 20 80 82 73 72 70 67 64 64 64 64 30 77 78 71 70 68 67 64 64 64 64 40 72 73 67 66 65 65 64 64 64 64 50 67 68 63 63 63 63 63 64 64 64 0 84 86 72 70 66 63 60 60 60 60 10 84 86 72 70 66 63 60 60 60 60 20 77 79 70 69 66 63 60 60 60 60 30 74 75 68 67 65 63 60 60 60 60 40 69 70 64 63 62 62 60 60 60 60 50 66 67 61 61 60 60 59 60 60 60 0 79 81 68 66 62 59 56 56 56 56 10 79 81 68 66 62 59 56 56 56 56 20 74 76 67 66 62 59 56 56 56 56 30 71 72 65 64 62 59 56 56 56 56 40 67 68 62 61 60 59 56 56 56 56 0 74 77 64 62 58 55 53 52 53 53 10 74 77 64 62 58 55 53 52 53 53 20 71 73 64 62 58 55 53 52 53 53 30 69 70 62 61 58 55 53 52 53 53 40 65 66 59 58 57 55 53 52 53 53

150 mph Exposure D

160 mph Exposure D

100 mph Exposure D

105 mph Exposure D

110 mph Exposure D

120 mph Exposure D

130 mph Exposure D

140 mph Exposure D

95 mph Exposure D

Table 1F ‐ MAXIMUM PIER SPACING (in)

(APPLICABLE TO PANELS UP TO 80in)

Slope (deg)

90 mph Exposure D

Snow psf

IronRidge February 1, 2023 Mr. Corey Geiger Page 69 of 76 Ground Mounting System – Structural Analysis – 4 Module (XR1000)

Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers

- 69 -

Notes: see page 76

2" Pipe Frame Braced

Wind Speed & Exposure Category 0 5 10 15 20 25 30 35 40 45

12 36 36 36 42 54 60 66 72 72 78 16 36 36 36 36 48 54 54 60 66 72 20 36 36 36 36 42 48 54 54 60 66 24 36 36 36 36 36 42 48 48 54 60 12 36 36 36 42 54 60 66 72 78 84 16 36 36 36 42 48 54 60 60 66 72 20 36 36 36 36 42 48 54 54 60 66 24 36 36 36 36 36 42 48 54 54 60 12 36 36 36 48 54 60 66 72 78 84 16 36 36 36 42 48 54 60 66 66 72 20 36 36 36 36 42 48 54 60 60 66 24 36 36 36 36 42 42 48 54 60 60 12 36 42 36 48 54 60 72 72 78 84 16 36 36 36 42 48 54 60 66 72 78 20 36 36 36 36 42 48 54 60 66 66 24 36 36 36 36 42 48 54 54 60 60 12 36 42 42 48 54 66 72 78 84 90 16 36 36 36 42 48 54 60 66 72 78 20 36 36 36 36 42 48 54 60 66 72 24 36 36 36 36 42 48 54 54 60 66 12 36 48 48 54 60 66 72 78 84 90 16 36 36 36 42 54 60 66 72 78 78 20 36 36 36 42 48 54 60 66 66 72 24 36 36 36 36 42 48 54 60 60 66 12 42 48 54 60 66 72 78 84 90 96 16 36 36 36 48 54 60 66 72 78 84 20 36 36 36 42 48 54 60 66 72 78 24 36 36 36 36 42 48 54 60 66 72 12 42 54 54 66 72 72 78 84 90 * 16 36 42 36 48 54 66 72 78 78 90 20 36 36 36 42 48 60 66 66 72 78 24 36 36 36 42 48 54 60 60 66 72 12 48 54 60 66 72 78 84 90 96 * 16 36 42 48 54 60 66 72 78 84 90 20 36 36 36 42 54 60 66 72 78 84 24 36 36 36 42 48 54 60 66 72 72 12 48 60 60 72 78 84 84 90 96 * 16 36 48 48 54 60 66 78 78 84 96 20 36 36 36 48 54 60 66 72 78 84 24 36 36 36 42 48 54 60 66 72 78

120 mph Exposure D

Soil Class 4

Table 3F ‐ MINIMUM FOUNDATION DEPTHS (in)

Pier Dia (in)

Slope (deg)

90 mph Exposure D

95 mph Exposure D

100 mph Exposure D

105 mph Exposure D

110 mph Exposure D

160 mph Exposure D

130 mph Exposure D

140 mph Exposure D

150 mph Exposure D

NSF APPROVED

100% SOLIDS EPOXY

TECHNICAL DATA

2A

1B301-01 1-0

Solvent-free, high build epoxy series certified safe for potable water systems.

P 508-947-8539 WARRENENVIRO.COM LAST REVISED: 12.06.23

PRODUCT DESCRIPTION

We hold ourselves to the highest standards without exception and this is reflected in our products. Our 301 series meet all of the following criteria:

FEATURE / BENEFITS

APPLY IN 100% HUMIDITY AND ON DAMP CONCRETE: Reduced labour cost

- eliminates dehumidification expenses and puts the asset back in service faster

SINGLE COAT UP TO 500 MILS: Eliminates the risk of coating interface delamination, reduces the cost of resurfacing the substrate, eliminates the need for underlayment, and underlayment waiting period

100 % SOLIDS: Non-explosive, non-flammable, more reliable cure, higher quality and performance

ZERO VOC (VOLATILE ORGANIC COMPOUNDS) AND STYRENE FREE: Safe for workers, the community, and the environment

STRUCTURAL RESTORATION AND ENHANCEMENT: Capable of strengthening assets to an improved or line new condition

AQUATIC SAFE: Independently tested per EPA 2007.0 to ensure no adverse impacts on aquatic life

CORROSION RESISTANT: Stands up to harsh chemical exposures and highly corrosive environments

RESISTANT TO GROUNDWATER PRESSURE: Prevents infiltration - reducing the costly treatment of rain and groundwater

HIGHLY ADHESIVE: Intimately bonds to host structure to prevent damage to substrate

MULTIPLE VISCOSITIES: Viscosity based on desired dry film thickness (DFT) to achieve one coat high build without sagging

CERTIFICATIONS

This product has been tested and certified by WQA against

NSF/ANSI/CAN 61

Up to 500 mils on: ≥ 1,000 gal. tanks and ≥ 4 inch pipes

Safe for aquatic life per EPA 2007.0

APPLICATION SYSTEM

Warren epoxy products are applied by a patented heated meter/mix plural-component spray, trowel, brush, pour, and squeegee. Warren Environmental products are applied by trained/approved applicators.

SPECIAL SAFETY AND HANDLING

Component are hazardous materials before being mixed. Consult the corresponding Safety Data Sheets before using.

STORAGE AND USE

Shelf life is one year from the date of shipment. Materials are to be kept dry, protected from weather, stored under cover, and stored between 33oF and 120oF.

Return to Service: After installation, wait until epoxy is cured to touch, then 1 hour flush the system with clean water. Certified for use on pipes intended for immediate return to service.

SURFACE PREPARATION GUIDELINES

Concrete: SSPC-13/NACE No. 6 with a clean substrate profile of CSP 4-6 per ICRI No. 310.2R-2013

Steel: SSPC-SP 10/NACE No. 2 Near White Blast Cleaning. A minimum angular profile of 3-5 mils.

Ductile or Cast-Iron: NAPF 500-03, solvent, hand tool, power tool, and or abrasive blast to remove all oil, grease, asphalt, cement or other loosely adherent deleterious contaminants and achieve a minimum angular surface profile of 3- 5 Tightly adherent annealing oxide can remain.

Contact Warren for other substrates.

SURFACE TEMPERATURE

50°F (10°C)

70°F (21°C)

90°F (32°C)

DRY TO HANDLE

8 hours

2 hours

1.5 hours

Certified to

NSF/ANSI/CAN 61

CURE FOR WATER IMMERSION

48 hours

36 hours

24 hours

CURE TIMES

P 508-947-8539 WARRENENVIRO.COM LAST REVISED: 09.14.23

NSF APPROVED

100% SOLIDS EPOXY

TECHNICAL DATA301-01

TYPICAL PROPERTIES

WARRANTY

Warren typically offers a one year warranty. Additional information will be provided upon request.

DISCLAIMERS

Always read associated Safety Data Sheets (SDS) before working with any product. SDS can be requested by calling our office at 508.947.8539 or emailing us at info@warrenenviro.com. All values reported within this document are typical values and are reported as a means of reference.

Individual testing should be done to determine actual results, tested in specific conditions. If you witness unethical or incorrect practices related to the use or application of any Warren Environmental product, please contact us immediately at 508.947.8539.

VISCOSITIES

301-14-0 = PRIMER (P)

301-14-1 = TOP COAT (T)

301-14-2 = NUMBER 2 (#2)

301-14-3 = EXTRA THICK (XT)

301-14-4 = FULL SLUG (FS)

301-14-5 = MASTIC (M)

LIQUID PROPERTIES

Viscosity

Thixotropic Index

Specific Gravity

Flash Point (Closed cup)

Color

Geltime (200g@70°F)

Thin Film Set (@70°F)

Thin Film Set (@40°F)

90,000 - 120,000 cps

5.0 - 6.0

B:1.1328 A:1.20 A/B:1.18 A/B:1.173

>235°F

Varies

27 minutes

2 hours

8 hours

PHYSICAL PROPERTIES (1/4” CASTING)

Tensile Strength (ASTM D638)

Flexural Strength (ASTM D790)

Flexural Modulus (ASTM D790)

Compressive Strength (ASTM D695)

Glass Transition Temperature (ASTM D3418)

Tensile Elongation @ Break

Shore D Hardness

VOC

7,500 psi

11,000 psi

425,000 psi

10,500 psi

151°F

7%

0 g/L (EPA Method 24)

DFT (MILS)

10 - 20

20 - 50

50 - 175

175 - 300

300 - 500

125 - >1,000

1,000 MILS = 1 INCH

*NOT ALL VISCOSITIES ARE CERTIFIED FOR POTABLE WATER.

ISO 9001

Warren Environmental is a ISO 9001:2015 certified company.