Steel Basins Construction and Installationglobaltreatmentsystems.com/wp-content/uploads/2012/... · Steel Basins Construction and Installation ... [1.83 m] - 120’ [36.58 m ... Corrosion

P/N 80010035B rev 12-06 [1]

Steel BasinsConstruction

and Installation6’ [1.83 m] - 120’ [36.58 m] Diameters

GLOBAL INDUSTRIES, INC.

2 GTS Construction and Installation 80010035B 12-06 [1]


The Symbol shown below is used to call your attention to instructions concerning your personal safety. Watch this symbol - it points out important safety precautions. It means “ATTENTION” - Become Alert! Your Personal Safety Is Involved! Read the message that follows and be alert to the possibility of personal injury or death.

Your Personal Safety Is Involved

A copy of this manual should be available at all times to the owner/operator. Additional copies may be requested from the company at the address shown on the back cover. Please reference part number #80010035 when requesting additional copies.

Please Contact Global Wastewater Treatment Systems or Your Dealer if You Have Any Questions Concerning This Manual

Keep This Manual In A Safe Place Available For Future Reference

Be Alert!

3GTS Construction and Installation 80010035B 12-06 [1]

PREFACE

You have purchased the fi nest corrugated basin system manufactured today. This manual includes the following instructions for your system: pre-construction guidelines, directions for proper construction, and methods for proper use once constructed. Read and understand this manual before building and use of your Global Treatment System.

A G E N U I N E

P R O D U C T


General Safety StatementYour safety and the safety of others associated with all equipment, construction equipment, and treatment system components are of prime concern to us at Global Treatment Systems. We wrote this manual to help you to better understand how to safely build and use this Global Treatment System / Global System.

It is your responsibility as the owner, builder, operator, or supervisor, to know what specifi c requirements, precautions, and hazards exist and to make these known to all personnel working with the equipment or in the area, so that they too may take any necessary safety precautions that may be required!

Failure to read this Manual and all Safety Instructions by all personnel is a misuse of the equipment. We want you as our partner in safety!

All personnel, including construction personnel, must read and understand the manual before starting Global Treatment System / Global System construction!



Global Limited WarrantyLimited Materials and Workmanship Warranty:

Global Wastewater, a division of Global Industries, Inc., warrants to the initial retail purchaser of the products (the Customer) that the products manufactured by Global contained in its Global Wastewater Treatment System (the System) are free from defects in materials and workmanship in normal use appearing within twenty (20) years from the date of delivery to the Customer. Products that are part of the System that are not manufactured by Global are covered by the specifi c warranties provided by their manufacturer and are not covered by this limited warranty.

This limited warranty do not apply to: (1) normal wear and tear; (2) damages caused by accidents, abuse, alteration, modifi cation, misuse, neglect or improper care or maintenance (fi eld modifi cations of products without the express written permission of Global constitute a misuse of the product); (3) damages or failures caused by repair or replacement using products not supplied, rebuilt, repaired or otherwise authorized by Global; (4) damages due to the failure to follow all instructions regarding installation and maintenance specifi ed in the Global Operation and Maintenance manual (proof of proper installation and maintenance are the Customer’s responsibility); (5) the cost of normal maintenance or replacement of parts which are not defective (these are the sole responsibility of the Customer); (6) damages caused by the location of the System, improper site preparation or grading or inappropriate soils or terrain; (7) damages suffered as the result of fi re, earthquake, fl ood, lightening, hurricane, or other casualty or act of God; and (8) any System where the hydraulic load and/or organic loading, or other parameters exceeds the design standards and criteria used by Global.

Customer shall have no rights under this warranty (and Company shall have no obligation or liability under this warranty) unless and until the Company has received payment in full from the Customer for the System.

EXCEPT FOR THE LIMITED WARRANTY SET FORTH HEREIN, THERE ARE NO OTHER EXPRESS OR IMPLIED WARRANTIES, INCLUDING ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE, AND ALL SUCH IMPLIED WARRANTIES ARE HEREBY EXPRESSLY DISCLAIMED. IN NO EVENT SHALL ANY WARRANTY EXTEND BEYOND THE DURATION OF THE LIMITED WRITTEN WARRANTY SET FORTH HEREIN.


Customer’s Exclusive Remedy:

Should any warranted product prove defective, Global, at its option, will repair or replace the defective product as follows: (1) for the fi rst fi ve (5) years after the date of delivery at no cost to the Customer; (2) for the next fi ve (5) years, years 6 through 10, the Customer shall pay ____% of the repair or replacement cost; (3) for the next fi ve (5) years, years 11 through 15, the Customer shall pay ____% of the repair or replacement cost; and (4) for the fi nal fi ve (5) years, years 16 through 20, the Customer shall pay ___% of the repair or replacement cost. Any shipping expenses and all labor costs to remove or replace any product warranted are the sole responsibility of the Customer.

A logbook or charts must accompany all claims by the Customer, prepared by a licensed, qualifi ed and approved plant operator. The logbook is to have recorded data pertaining to the hydraulic loading, the organic loading, BOD5 (biological oxygen demand – 5 day average),TSS (total suspended solids) and DO (dissolved oxygen) and any other agreed upon criteria. Preparation and maintaining the logbooks shall be the sole responsibility and expense of the Customer. Failure to provided a logbook as required by this limited warranty shall relieve Global of all its obligations under this limited warranty.

REPAIR OR REPLACEMENT AS DESCRIBED ABOVE IS THE ONLY RESPONSIBILITY OF GLOBAL, AND THE SOLE, ONLY AND EXCLUSIVE REMEDY OF THE CUSTOMER, FOR ANY BREACH OF EXPRESS OR IMPLIED WARRANTIES. IN NO EVENT SHALL GLOBAL BE LIABLE FOR INCIDENTAL, CONSEQUENTIAL OR SPECIAL DAMAGES (INCLUDING WITHOUT LIMITATION, LOSS OF USE OR LOST PROFITS) OR ANY PERSONAL INJURY CLAIM OR DAMAGES RELATING TO THIS LIMITED WARRANTY OR THE PRODUCTS MANUFACTURED BY GLOBAL.

The foregoing limited warranty is the sole and exclusive warranty offered by the Company and none of the Company’s dealers, salespersons, franchisees, agents or representatives are authorized to make any other warranty or warranties on behalf of the Company. As the performance of the System is dependent upon many factors beyond the control of the Company, such as proper installation, adequate maintenance and proper operation, the Company makes no performance guarantee or warranty whatsoever and any such performance warranty or guarantee, express or implied, is hereby disclaimed.



Contents

General Safety Statement ...........................3

Warranty........................................................4

1 Maintenance .................................................9

2 Safety ..........................................................10Sign Identifi cation and Placement ............................ 10General Safety Requirements .................................. 12

3 Specifi cations .............................................15General Specifi cations .............................................. 15Typical Basin Specifi cations ..................................... 17Final Clarifi er Basin Specifi cations ........................... 19Other Specifi cations.................................................. 21Bolt Identifi cation and Torque Values ........................ 22

4 Concrete / Site Location ............................23Foundation Plan........................................................ 26Foundation Specifi cations......................................... 27

5 Pre-Assembly .............................................28Buried Basins, Important Notes ................................ 30


6 Assembly ....................................................31Basin Sidewall Assembly .......................................... 33 Typical Basin Sidewall Assembly ................. 34 Inlet - Outlet Flange Connections ................. 39 Sidewall Gage Layouts................................... 40Backfi lling .................................................................. 41Guardrails ................................................................. 43

7 PermaDriTM Exterior Coating (Exterior Basin Application).....46Apply Exterior Coating to Entire Exterior Sidewall ....... 47Exterior Coating Application...................................... 48Continue Exterior Coating Application Until Complete .. 50

8 PermaDriTM Rubber Liner (Interior Basin Application)...........51Apply Liner to Sidewalls............................................ 52 Prep-work: Mine Coat and Fabric................. 54 Prep-work: Seams, Bolts, Spray Prep-work .. 56 Apply Spray Liner to Entire Sidewall ............ 56Apply Liner to Floors ................................................. 57Liner Inspection ........................................................ 58Liner Spraying Technique ......................................... 59

9 PermaDriTM Site Checklists........................62PermaDriTM, Items Needed Checklist........................ 62PermaDriTM, Quality Checklist ................................... 63

10 PermaDriTM MSDS .......................................64

Contents



Notes:


1 Maintenance1An ounce of prevention is worth a pound of cure; an old adage that still rings true. Your GLOBAL Wastewater Treatment System / Global System has been designed for many years of dependable service, but as with any system, proper inspection and maintenance is essential. Corrosion is the primary concern in regard to the long-term structural integrity of the basins. GLOBAL utilizes galvanized sheets, cathodic protection and an epoxy coating as a standard three-level protection against corrosion. Inspection, detection and repair are the keys to long service life. We suggest implementing the following as part of the a regularly scheduled maintenance program for corrosion and overall basing integrity:

1. Keep exterior surfaces free of debris and foreign materials. Maintain a clean plant site.

2. Accumulated organic material, clinging to the interior walls, should be removed by scrubbing or power washing.

3. Inspect the integrity of the coating for scratches, abrasion or peeling. Promptly remove loosened material, clean and re-coat.

4. The anodes should be checked annually to verify proper working condition. Refer to manufactures testing procedures.

5. Inspect for any obvious foundation settlement. Major settlement may cause structural failure of basins.

6. Inspect for any deterioration or looseness of bolts or fasteners.

7. GLOBAL strongly suggests that any mechanical, electrical or auxiliary equipment installed in or on the basin be checked on a yearly basis by a qualifi ed service technician.



2 Safety2 Sign Identifi cation and Placement

(018051) Attach this decal in an easily visible location before using bin (basin).

018051

CAUTION

YOU MUST READ AND UNDERSTANDYOUR OWNERS AND USERS MANUAL BEFORE USING THIS BIN. IF NO MANUAL IS AVAILABLE, OBTAIN ONE FROM YOUR LOCAL MFS DEALER, OR CONTACT MFS YORK, P.O. BOX 2105 GRAND ISLAND, NE 68802. YOUR FAILURE TO READ THE OWNERS AND USERS MANUAL IS A MISUSE OF THIS EQUIPMENT WHICH COULD RESULT IN PERSONAL INJURY OR PROPERTY DAMAGE.

(018035) on sidewall bundles before shipped

CAUTIONKEEP DRY

WATER SENSITIVE MATERIALSTHIS BUNDLE MUST BE STORED IN A DRY, WARM ATMOSPHERE. IF THIS MATERIAL IS ALLOWED TO GET WET OR MOISTURE (CONDENSATION) IS PERMITTED TO FORM BETWEEN THE MATERIALS, SERIOUS DETERIORATION OF THE FINISH WILL OCCUR.

IF THIS BUNDLE GETS WET, SEPARATE AND DRY ALL MATERIALS IMMEDIATELY.

CLAIMS FOR DAMAGE RESULTING FROM EXPOSURE OF THESE MATERIALS TO MOISTURE WILL NOT BE HONORED.

mfs 018035

Locate on the perimeter fence in the area of an English speaking population.


1 on the drive side of the head hood, 1 on the drive guard

Exposed moving parts can cause severe injury.LOCK OUT POWER before removing guard.DO NOT OPERATE WITHOUT GUARDS in place.

Locate on basin manway door.

2 Safety



This GLOBAL Construction/Safety Manual is written to assist and instruct those who are responsible for the complete basin assembly, and for anyone maintaining or using the basin once assembled.

GLOBAL assumes no liability with respect to proper constructed and inspection, assembly, or use of its products established under applicable laws, all of which is the sole responsibility of the purchaser and those doing the assembly work.

Appurtenances and the accessories manufactured by us for use with our products conform only to applicable Federal or Safety Standards in effect at such time.

WARNING! Watch For This Symbol: ! It Points Out Important Safety Precautions. It Means “ATTENTION” - Become Alert! Your Safety Is Involved.

WORK AREA SAFETY STATEMENTUnder no circumstances should persons not involved in the operation be allowed to trespass into or be present in the work area.

It shall be the duty of all operators to see that children and/or other persons stay out of the work area! Trespass into the work area by anyone not involved in the actual operations, or trespass into a hazard area by anyone, shall result in an immediate shut down by the operator.

It shall be the responsibility of all operators to see that the work area has secure footing and is clean and free of all debris and tools which might cause accidental tripping and/or falling. It shall also be their responsibility to keep the work area clean and orderly during the operation.

OPERATOR QUALIFICATIONSOperation of this unit shall be limited to competent and experienced persons. In order to be qualifi ed, he must also know and meet all other requirements, such as, but not limited to, the following:

1. Some laws and regulations specify that no one under the age of 16 years may operate power machinery. It is your responsibility to know what these requirements are in your own area or situation.

2. Current OSHA regulations state in part: “At the time of initial assignment and at least annually thereafter, the employer shall instruct every employee in the safe operation and servicing of all equipment with which the employee is, or will be involved”*

General Safety Requirements

2 Safety


3. Unqualifi ed persons are to stay out of the work area.

4. A person who has not read and understood all operating and safety instructions is not qualifi ed to operate the machine.

* Federal Occupational Safety & Health Standards for Agriculture Subpart D. Section 9128.57 (a) (6).

OSHAOCCUPATIONAL SAFETY AND HEALTH ACT OF 1970Certain purchasers of our products may be subject to the requirements and standards of the William-Steiger Occupational Safety and Health Act of 1970, which prescribes standards for use of appurtenances of our manufacture, such as handrails, platforms, stairways, fi xed ladders, ladder cages, and guard rails. (Occupational Safety and Health Standards Section 1910.21 through 1910.32). Before installing these devices, familiarize yourself with the above Federal Standards.

At the time of manufacture, these optional items conform to applicable standards. GLOBAL assumes no liability with respect to proper constructed, inspection, assembly, or use of its products under applicable laws, all of which is the sole responsibility of the purchaser and those doing the assembly work.

PROPER PERSONNELTo insure the safe operation of your Treatment System be sure that only trained personnel install, maintain, and operate your facility!

2 Safety



ADDITIONAL SAFETY RECOMMENDATIONSA. You may decide to buy and install “auxiliary equipment” made by other manufacturers. GLOBAL has no control over the design and manufacture of this equipment. If you buy and install auxiliary equipment, then at a minimum we suggest that you do the following:

1. Obtain, read, and understand the instructions and cautions of the auxiliary equipment manufacturer. Be sure all equipment is installed according to the manufacturers recommendations.

2. Check with GLOBAL TREATMENT SYSTEMS or your dealer that your basin is designed to support any additional loads supplied by the auxiliary equipment.

3. Obtain any applicable safety decals from the manufacturer of the auxiliary equipment and insure they are displayed in a visible location.

4. Make sure all electrical equipment is properly installed and grounded by a qualifi ed electrician.

5. Check availability and operation of electrical lockout and emergency stop systems.

6. Be sure all guards or shields are securely in place.

7. Store all operations/maintenance manuals in a safe place available for future use.

B. In this and other manuals, shields and guards may have been removed for illustrative purposes. Do not operate the equipment without shields and guards in place. Failure to heed this warning may result in serious personal injury or death.

C. The relatively closed environment of a basin may promote the presence of toxic molds, hazardous dust, or a lack of oxygen. Never enter such basins without proper respiration equipment and someone else present to watch you.

D. Heed the warning decals shown on pages 10 - 11.

E. When climbing basin sidewall and roof ladders, take care not to fall into or from the basin. Common sense dictates that such appurtenances should not be used when conditions such as rain or wind preclude their safe use. GLOBAL strongly recommends that optional climbing equipment be purchased to meet the current specifi cations set forth by OSHA or ANSI whether the individual operator is required by law to do so or not. A properly secured safety belt should be used at all times when performing operations work or maintenance on the basin roof and sidewall.

F. Care must be taken to avoid entanglement in equipment installed in or on the basin. Securely Lock out all power, be it electrical or PTO, prior to working on or near such equipment.

G. Field modifi cation of the basin or auxiliary equipment without the authorization of the manufacturer may present unknown dangers to the operator and must be avoided.

2 Safety


3 Specifi cations3

Basin(s) are designed along guidelines which allow years of effective service if it is not used for purposes for which it was not intended. The sidewall gauge specifi cations for your basin(s) appear on the sidewall sheet layout table(s) page(s) (provided to you by Global Wastewater Treatment Systems with your unit). The general material specifi cations for your basin(s) are as follows:

WALLSAll wall sheets are of corrugated, galvanized steel with 2.66” corrugation.

Wall sheets have .90 oz. per square foot zinc coating (G-90 designation).

2.66” corrugation sheets have 32” vertical coverage.

Horizontal coverage of wall sheets is 112 1/2”.

All 5/16” bolts are electro-galvanized grade 8.2 with self-sealing injection molded washers.

Anchor Bolts are standard with all Basins.

OPTIONAL ROOFS THROUGH 30’All single span sheets through 30’ diameter are made of 22 gage galvanized steel.

On each basin with a roof, four manway roof sheets are standard on each basin with a roof. Each manway has a hinged lid and one of two sizes of openings. A 3.7 square feet of opening for 18’ basins. A 2.6 square feet of opening for 21’ and 24’.

A roof ladder from the eave to the peak and a roof safety ring is standard with each basin that has a roof.

Steep 32º roof slope.

All roofs, 21’- 30’ have 36 sheets per roof. The 18’ roof has 34 standard sheets and a double wide manhole sheet.

Roof sheets are attached to sidewalls with specially designed eave clips.

Loading: Concentrated Peak Loading: Live Load - 25 pounds per square foot 18’-30’ - 2000 pounds Dead Load - 3 pounds per square foot Wind Load - 20 pounds per square foot

General Specifi cations



DESIGN CRITERIAGlobal Basins are designed for contact with water or waste water only.

Have your builder make all non-basin equipment in excess of GLOBAL recommendations, like and WALK - WAYS self supporting.

Do not overfi ll the basin. (18”) of free board is recommended (free board is the length of sidewall left above the fi ll line).

SAND FILLGLOBAL recommends that a sand base of 4” be used as fi ll on the excavated site. Following this and prior to the pouring of the concrete foundation an optional vapor barrier (usually polyethylene) could be laid down upon the sand base. The foundation should be a minimum of six (6”) inches and should include wire mesh of 6” X 6”, 10/10 or better as required by a Site Engineer.

WARNING! Installation of Accessories or equipment in or on the Treatment System, and/or other Treatment System Accessories that would over stress the structure in any manner will void the Warranty. If you do not have specifi c recommendations from Global Wastewater Treatment Systems, where additional loading is involved, please contact Global Wastewater Treatment Systems before installing any such appurtenances or equipment.

3 Specifi cations


DIMENSIONAL INFORMATION

nominaldiameter

liquidheight

sidewall rings

18” [457 mm]

free boardlevel

32” [813 mm]

8, etc.7654321

1. Steel Basin capacities approximate basin volume. The volumes shown above are based on a formula that allows for 1’ of free board space (a fi ll line 1’ below the eave ring). Bins with roofs may be fi lled to the brim and thus offer a little more capacity then stated.

2. Capacities are in gallons and are calculated as follows:

Maximum gallons = ¶ x (1/2 actual basin dia.)2 x (the hieght to the fi ll line) x 7.48 gal/cubic foot

Level to Fill Line (on the Uppermost Sidewall Sheet )= (no. of sidewall rings) x (the distance between horizontal sidewall seams)

Typical Basin Specifi cations

3 Specifi cations



Global Treatment Systems Basin Capacity Table

Numberof Rings

Liquid Heightin Tanks (feet)

Basin Capacity in Gallons per Nominal Tank Diameter

6’ 9’ 12’ 15’ 18’

1 1.17 247 555 986 1,541 2,220

2 3.83 810 1,823 3,241 5,065 7,296

3 6.50 1,374 3,092 5,496 8,588 12,366

4 9.17 1,983 4,360 7,751 12,111 17,439

5 11.83 2,501 5,628 10,006 15,634 22,512

6 14.50 3,065 6,896 12,260 19,157 27,586

7 17.17 3,629 8,165 14,515 22,680 32,659

Numberof Rings



21’ 24’ 27’ 30’ 33’

1 1.17 3,021 3,946 4,994 6,165 7,460

2 3.83 9,926 12,965 16,409 20,258 24,512

3 6.50 16,832 21,984 27,824 34,350 41,564

4 9.17 23,737 31,003 39,238 48,442 58,615

5 11.83 30,642 40,022 50,653 62,535 75,667

6 14.50 37,547 49,041 62,068 76,627 92,719

7 17.17 44,452 58,060 73,483 90,719 109,770

Numberof Rings



36’ 42’ 48’ 54’ 60’

1 1.17 8,878 12,084 15,783 19,976 24,662

2 3.83 29,171 39,705 51,860 65,635 81,031

3 6.50 49,464 67,326 87,936 111,294 137,400

4 9.17 69,757 94,947 124,012 156,953 193,769

5 11.83 90,050 122,568 160,089 202,612 250,139

6 14.50 110,343 150,189 196,165 248,271 306,508

7 17.17 130,636 177,810 232,241 293,831 362,877

Capacities based on 32” per ring and 18” freeboard.

3 Specifi cations


FINAL CLARIFIER EXAMPLE BASIN ELEVATION

Final Clarifi er Basin Specifi cations

3 Specifi cations



Some fi nal clarifi er basins have been designed to be located on the interior of aeration basins, in certain installations. Depending on the size of clarifi er and aeration tank, many of the clarifi er cone bottoms will be placed below the aeration tank fl oor elevations. Plans will specify construction details for tank installation. The following chart illustrates the volume of the clarifi ers and related cone bottom elevation location in regard to the aeration tank fl oor elevation.

Note: See Final Clarifi er Manual for installation instructions for clarifi er basins.

TankDiameter

Number ofSidewall Rings

TankGallons

TankHeight

LiquidHeight

6’ 4 2,297 14.07 12.57

9’ 3 4,304 13.95 12.45

12’ 2 6,116 13.83 12.33

15’ 1 7,156 13.72 12.22

15’ 2 10,679 16.38 14.88

18’ 1 11,922 16.27 14.77

18’ 2 16,995 18.93 17.43

21’ 1 18,428 18.82 17.32

21’ 2 25,334 21.48 19.98

24’ 1 26,945 21.37 19.87

24’ 2 35,964 24.03 22.53

Final Clarifi er Basin Volumes

(Tank and liquid heights are in feet)

Note: All volumes calculated on 32” per ring and 18” down from top of tank.

3 Specifi cations


Other Specifi cations

CHECK DELIVERYYour basin has been carefully checked before shipment. However, you should check your shipment upon arrival using the Packing List provided to insure it is complete.

Should you discover that a shortage exists or fi nd that some material is damaged you should note on the freight bill that a shortage or damage exists. This should be done before you sign the freight bill since your signature indicates an acceptance of the shipment as it is received. Claims of any shortages must be made within ten (10) days from receipt of the shipment. Parts that are short or damaged are the responsibility of the delivering carrier. If there is damaged or missing equipment it must be reordered immediately so the installation of the equipment is not delayed.

CAUTIONAll galvanized steel is subject to oxidation, sometimes called “white rust” when exposed to moisture from any source. Care should be taken to protect sidewall sheets and roof sheets as much as possible. INSIDE STORAGE IS ADVISABLE. When on the job site, sheets should be placed on edge far enough apart to allow air to circulate freely.

3 Specifi cations



BOLT IDENTIFICATION AND TORQUE VALUES

grade 8.2

Bolt Size Approximate Torque Required

5/16” grade 8.2 27 ft-lbs, 37 Nm, 3.7 kgf-m

3/8” grade 8.2 48 ft-lbs, 65 Nm, 6.6 kgf-m

Have your contractor demonstrate that he/she is giving you the correct torque.

Approximate torque levels for the fasteners that bolt your bin together are listed here. For all these “bearing type” sidewall sheet connections, a “snug tight” condition is suffi cient to ensure structural soundness, where “snug-tight” is defi ned as the tightness attained by several impacts on an impact wrench, or the full effort of a worker with an ordinary spud wrench that brings the connected sheets into fi rm contact. A properly tightened bolt must have its seal washer fully seated in the hole and the sheets fully drawn together to produce a water-tight seal.

WARNING! CRITICAL: The correct bolts as specifi ed and provided by Brownie Systems must be used throughout the entire assembly of this Global Wastewater Treatment System / Basin! And, the correct bolt torques as indicated in the table above must be achieved throughout the entire assembly! Using the wrong bolts or not achieving the correct torque values could result in the structural damage or failure!

3 Specifi cations


3 Concrete / Site Location4A. RESPONSIBILITIES / LIABILITIESGlobal provides practical knowledge, experience, accepted designs and installation standards but variance from project to project dictates local on-site assistance with the construction of the plant.Therefore, GLOBAL recommends that the customer contracts with a qualifi ed professional that can provide on-site counsel during the placement and installation of the plant.

While Global provides general recommendations for foundation requirements, Global assumes no responsibility for results arising from these suggestions. The actual determination of foundation and fl oor thickness and reinforcement, and the other site specifi cations necessary for the installation of the equipment into or onto the ground, is the responsibility of the customers designate such as: the site engineer, the general contractor and/or the end-user/purchaser.

B. General Foundation Recommendations1. The foundation site should be level, well drained and free of vegetation and/or debris.2. Foundation(s) should be on undisturbed soil or engineered backfi ll.3. A soil and foundation (Geotechnical) investigation should be conducted for each site to confi rm the soil bearing capacity.4. Foundation design recommendation is based on an allowable soil bearing capacity of 3500 psf.5. The concrete shall have a minimum compressive strength of 3000 psi at 28 days.6. Concrete should be allowed to cure 7 days before beginning erection of the basin and 28 days before fi lling the basins.7. The tops of footings should be as level as possible (+/- 1/8”). High spots or debris should be removed prior to basin erection.8. Anchor bolts need to be located properly, in order to keep the basin round.9. All reinforcing rod for concrete shall conform to ASTM A615, Grade 60.10. Rebar should lap a distance equal to 24 * (Rebar Dia.). For example: #6 rebar has a minimum allowable lap of 18”. #6 rebar has a diameter of 6/8” = 0.75” * 24 = 18” lap.11. Refer to foundation plans for foundation sizes and reinforcement requirements.12. The fl oor of the basin should be a minimum of six (6) inches and should include wire mesh of 6” x 6” or better as required by the Site Engineer. See plan design for fi nal design details.13. Global recommends that a compacted sand base of 4” be placed under the fl oor for cushion.14. The fl oor should have a hard trowel fi nish to provide a smooth, nonporous surface.

C. Foundation LevelGlobal Wastewater Treatment Systems are pre-engineered for gravity fl ow through the plant. The design allows the foundation of the basins to be constructed at the same level/elevation [except at clarifi er cone(s)]. Gravity fl ow is achieved through predetermined internal elevation drops within the system. Refer to construction plans for Plan Profi le Elevation Details. Maintaining critical elevations, as shown in the plans, is essential to proper plant operation.



WARNING! If the basin being constructed is being installed below ground, pre-read the Buried Basin section starting on page 30 before doing any concrete work!

LOCATION OF BASIN SITECheck your site locations for possible problems with the following:

1. Local codes and/or permits 6. Seismic load 2. Power lines 7. High wind or Snow load area 3. Highways 8. Railroads 4. Waterways and run off 9. Other possible soil problems 5. Poor soil conditions

CHOOSING SITE FOR THE BASIN

GLOBAL recommends the assistance of a qualifi ed professional that can provide on-site counsel with the installation and placement of the Wastewater Treatment System. GLOBAL does have practical knowledge, experience, accepted design, and installation standards but the variance from project to project dictates local on-site assistance with the construction plant.

Consideration should be given to convenience in fi lling and emptying and accessibility to existing and planned facilities. The site should be level, on fi rm soil, with adequate drainage. Any fi ll used in leveling the site MUST BE well compacted to prevent uneven settling from weight of foundation, basin and contents. After site is completely level, use 4” of fi ll sand to act as a cushion under the concrete pads.

Standard foundation drawings and specifi cations are furnished by GLOBAL showing soil bearing pressures required. It is the obligation of the purchaser to obtain a soil bearing test and ascertain that the foundation has suffi cient strength for a capacity fi lled basin. Unless the fi nished foundation is level and true, and the site properly graded for water drainage, failure of the footing and foundation could result. This will void the GLOBAL warranty.

At the time your soil is being compacted and the foundation is being poured, make sure that the work is being done in exact accordance with your soil engineer’s specifi cations. Remember - if your soil isn’t right, your foundation could TIP AND CRACK - if your foundation isn’t right, your basin could fail. The foundation drawings on the following pages are intended as a guide only and are not to be interpreted as “fi rm” instruction. If at a later date, the basin is increased in height, the foundation may not be adequate.

The basin is ROUND and to keep it round, the anchor bolts should follow a SCRIBED CIRCLE with the correct chord dimensions between the anchor bolts. Refer to pages 26 - 27 for proper location of drill-in anchor bolts.

4 Concrete / Site Location


Note: GLOBAL recommends a six-inch (6”) minimum thickness for the foundation. The determination of the thickness of the foundation and the other specifi cations necessary for the installation of the equipment into or onto the ground is the responsibility of those other than the manufacturer, such as: the site engineer, the general contractor, and/or the end-user/purchaser. Applications vary with each project.

IMPORTANT NOTE: Refer to the construction plans for job specifi c details!


TYPICAL UNDERGROUND BASIN FOUNDATIONa

SAND

SAND

TYPICAL ABOVE GROUND BASIN FOUNDATIONb

SAND

SAND



Foundation PlanFOUNDATION PLAN

FOOTING / SLAB DETAIL

Outer Basin Footing Inner Basin Footing(where applicable)



Foundation Specifi cations

BinDiameter

SlabDiameter

Bolt CircleDiameter

Anchor BoltQuantity

Bolt Chordal Spacings

C1 C2 C3 C5

12’ 13’ - 7 3/4” 12’ - 3 3/4” 8 56 17/32” 104 15/32” – –

15’ 16’ - 7 1/2” 15’ - 3 1/2” 10 56 23/32” 107 27/32” – –

18’ 19’ - 7 3/8” 18’ - 3 3/8” 12 56 25/32” 109 11/16” 155 1/8” –

21’ 22’ - 7 1/8” 21’ - 3 1/8” 14 56 25/32” 110 11/16” 159 1/16” –

24’ 25’ - 7 1/16” 24’ - 3 1/16” 16 56 25/32” 111 3/8” 161 21/32” –

27’ 28’ - 8 3/4” 27’ - 2 3/4” 18 56 3/4” 111 3/4” 163 3/8” –

30’ 31’ - 6 5/8” 30’ - 2 5/8” 20 56 23/32” 112 1/16” 164 5/8” 256 13/32”

33’ 34’ - 6 3/8” 33’ - 2 3/8” 22 56 11/16” 112 1/4” 165 1/2” 260 7/8”

36’ 37’ - 6 1/4” 36’ - 2 1/4” 24 56 11/16” 112 13/32” 166 3/16” 264 11/32”

42’ 43’ - 5 7/8” 42’ - 1 7/8” 28 56 5/8” 112 9/16” 167 3/32” 269 5/32”

45’ 46’ - 5 5/8” 45’ - 1 5/8” 30 56 5/8” 112 5/8” 167 3/8” 270 13/16”

48’ 49’ - 5 1/2” 48’ - 1 1/2” 32 56 19/32” 112 21/32” 167 5/8” 272 7/32”

54’ 55’ - 5 1/8” 54’ - 1 1/8” 36 56 9/16” 112 21/32” 168 1/32” 274 11/32”

60’ 61’ - 4 3/4” 60’ - 0 3/4” 40 56 9/16” 112 3/4” 168 1/4” 275 13/16”

Standard Basins, Hold-Down Brackets

BinDiameter

SlabDiameter

Bolt CircleDiameter

Anchor BoltQuantity

Bolt Chordal Spacings

C1 C2 C3 C5

21’ 22’ - 8 3/8” 21’ - 4 3/8” 14 57 1/16” 111 1/4” 159 27/32” –

24’ 25’ - 8 1/8” 24’ - 4 1/8” 16 57” 111 25/32” 162 9/32” –

27’ 28’ - 8 1/16” 27’ - 4 1/16” 18 56 31/32” 112 3/16” 164 1/32” –

30’ 31’ - 7 3/4” 30’ - 3 3/4” 20 56 29/32” 112 13/32” 165 1/8” 257 7/32”

33’ 34’ - 7 5/8” 33’ - 3 5/8” 22 56 7/8” 112 19/32” 166 1/32” 261 11/16”

36’ 37’ - 7 3/8” 36’ - 3 3/8” 24 56 13/16” 112 11/16” 166 5/8” 265 1/32”

42’ 43’ - 7 1/16” 42’ - 3 1/16” 28 56 25/32” 112 13/16” 167 5/8” 269 3/4”

45’ 46’ - 6 3/4” 45’ - 2 3/4” 30 56 23/32” 112 27/32” 167 23/32” 271 3/8”

48’ 49’ - 6 5/8” 48’ - 2 5/8” 32 56 23/32” 112 7/8” 167 31/32” 272 3/4”

54’ 55’ - 6 1/4” 54’ - 2 1/4” 36 56 11/16” 112 29/32” 168 5/16” 274 13/16”

60’ 61’ - 5 7/8” 60’ - 1 7/8” 40 56 5/8” 112 15/16” 168 17/32” 276 1/4”

Outside Stiffened Basins




SIDEWALL SHEET IDENTIFICATION

The basin wall sheets are color coded on the end of the sheets for easy reference as follows:

Green/Gray - 19 Gage Red - 17 Gage Blue/Yellow - 15 Gage Yellow - 14 Gage Yellow/Black - 13 Gage Black - 12 Gage

To determine the number of sheets per ring, divide the bin diameter by three:(IE: 24’ diameter basin divided by 3 = 8 sheets per ring.) Note: there are 36 roof sheets for all sizes basins utilizing roofs.

BASIN HARDWARE AND WHERE IT IS USED5/16” x 1” bolts w/ seal washer and nuts - Used in basin sidewall sheets Used in roof sheets, on basins with roofs

5/16” x 1-1/4” bolts w/ seal washers and nuts - Used to bolt the top sidewall sheet to the inverted angle

5/16” Flange nuts - Under all roof ribs, on basins with roofs

5/8” x 5 1/2” Drill-in anchor bolts with washer and nut Used to secure bin hold-down brackets

4 Pre-Assembly5

WARNING! UNDER NO CIRCUMSTANCES SHALL ANY OTHER BOLT BE SUBSTITUTED FOR THOSE SUPPLIED BYMFS/YORK/STORMOR!


STORAGE AREA FOR GLOBAL EQUIPMENTNormally the installation of the mechanical equipment such as the pumps, motor/blower units, etc. is performed as one of the last phases of the construction process. The mechanical equipment, paint and paint thinner, mastic sealant, caulking, PVC cement, etc., does represent an expensive investment and therefore arrangements should be made for indoor storage to prevent weathering, theft or unnecessary damage or loss in the interim period. For further instruction, refer to the auxiliary equipment manuals.

PRELIMINARY WORKThe site engineer can provide preliminary work that is crucial to the installation of the equipment and the performance and maintenance of the equipment. Following are concerns that can be addressed by the site engineer:

1. TEMPORARY ELECTRICAL POWER usually is needed during installation. The temporary electrical power should be at the job site by the time the construction crew arrives.

2. EXCAVATION OF THE SOIL should be made just prior to the installation. Moisture or seepage into the excavated area could cause problems. Sloping the walls of the excavated site will prevent damage to the base and prevent potential injuries to personnel in the excavated area.

3. POUR THE CONCRETE FLOOR FOR YOUR BASIN. See the Concrete / Site Location pages in this manual.

WARNING! THE EXCAVATED SOIL SHOULD BE LEFT AN ADEQUATE DISTANCE FROM THE EDGE OF THE EXCAVATION AREA SO WALLS WILL NOT COLLAPSE INTO THE AREA!

5 Pre-Assembly



Buried Basins, Important NotesEXCAVATION Slope excavations over 4’ deep are to be no steeper than 1:1 above the 4’ level.

EXCAVATION OPTION 1a

11

4’

EXCAVATION OPTION 2b

11

4’

1. The load imposed by soil on a submerged tank depends on the soil type and moisture content in addition to its weight and depth. Global basin designs are based on 62 pcf Equivalent Fluid Density (outward pressures) and 30 psf inward soil pressure.

psf / feet of depth direction of load

walls

62 outward if above ground

15 inward for good drainage

30 inward for moderate drainage

**60 inward for high water table

**110 inward for saturated fi ne sand

partitions 62 each direction

Wall Loads for Water / Wastewater Storages**see the (IMPORTANT) safety notes below!

WARNING! USE OF STORAGE TANK IN SOILS EXCEEDING 30 PSF INWARD PRESSURE OR IN CASES OF HIGH WATER TABLE MAY CAUSE STRUCTURAL FAILURE OF STANDARD BASIN DESIGN. Soils with high water table require special consideration for design against fl otation, fl oor failure, and overfl ow.

WARNING! **DO NOT DRIVE VEHICLES WITHIN 5’ OF BASIN WALLS! Vehicles will impose surcharge lateral loads to tank walls, potentially causing failure.

5 Pre-Assembly


5 Assembly6GENERAL ASSEMBLY INSTRUCTIONS1. Read the entire construction manual before constructing the basin. It will save time and money. If you fail to follow the procedures step by step it could cause the failure of the performance of the system and jeopardize the basic purpose of the equipment.

2. Construct the foundation(s) (before basin(s) assembly).

3. Build the bottom ring with hold down brackets attached fi rst.

4. Pour the concrete basin fl oor(s).

5a. Scaffolding method - add the additional sidewall rings, working from the bottom up. Add the inverted base angle around the top when fi nal ring is constructed.

5b. Jacking method - Build the top ring, loosely attached to the bottom ring (3 bolts per sheet). Attach the roof or inverted base angle around the perimeter. Add the additional sidewall rings, working from the top down.

6. Upon completion of basin walls, insure all bolts are tight and properly torqued.

7. Add inlets and outlets if they come with this basin.

8. Assemble the cathodic protection, if cathodic protection is required in your installation.

9a. Properly prepare the basin for application of paint / coating / lining as noted in your site specifi c plans. Be sure to use approved recommended etching, solvent. or cleaning products.

9b. Have professionals install the tank’s liner.

10. Construct basin ladders or stairs if they are to be included on the basin.

11. Install the wind ring if the basin has one and add any other auxiliary equipment (e.g. all pipe support brackets, etc.).

12. Apply the coating products supplied to the outside of the basin, and apply the rubber liner to the inside of the basin.

13. Fill the basin and check for leaks, if leaks are present repair as required.

14. Backfi ll around the unit if it is an in-ground unit and pour the concrete curb, if required.

15. Install any interior plumbing devices (e.g. diffuser grid systems).

16. Install all guardrails around basins. Apply Mine Coat to post mounting bracket bolts on interior of the basin.

17. After construction GLOBAL recommends building a fence around the unit. Post all warning signs.

18. Clean the construction site.

The rest of this manual provides necessary details and drawings for completing construction of a GLOBAL basin. Familiarize yourself with this manual before construction.



WARNING! Make certain that all persons on catwalks during construction are properly fastened to safety cables to prevent injury or death due to falling!

WARNING! Local codes supersede the instructions provided in this manual and should be strictly adhered to. Contact the manufacturer if you have questions.

WARNING! Do not let ladders come into contact with live electrical wires or electrical equipment!

6 Assembly


Basin Sidewall Assembly

IMPORTANT! Before starting sidewall assembly refer to the plans which were supplied with your system for proper sidewall sheet ring orientation! It is required that the sidewall sheet ring be assembled in correct orientation in order to prevent inlets and outlets from being installed at vertical sidewall seam locations! Do not install inlets or outlets at vertical sidewall seam locations!

6 Assembly



1mark basin locationBasin center location should be marked after pouring the foundation as shown on the drawings that come with your unit. It is recommended that the scribing

that is needed should be fi nished before the concrete is fully set. Leave only a lightly etched mark.

top ring

2nd ring

3rd ring

4th ring

56-1/4”

BASIN, UPPER SIDEWALL SHEET LAYOUT

[1,429mm]

etc.

IMPORTANT! Instructions to follow throughout sidewall construction

1. All sidewall sheets are color coded as shown on page 28 for ease of construction.

2. See the sidewall layout table(s) specifi c to your basin(s) for sheet gages and placement.

3. Always overlap the sidewall sheets in the same direction (example c, the next page).

4. Wipe sidewall sheets clean before

sidewall sheet installation.

5. Bolt vertical sidewall sheets together with the bolt head and seal washer to the inside of the basin and the nut to the outside.

6. The sheets should be staggered in halves, or 56 1/4”.

7. At horizontal seams, bolt lower sheets to the inside of upper sheets (example b).

Typical Basin Sidewall Assembly

Note: The basin sidewall assembly instructions in this manual section are written for basins built without the use of basin jacks (bin jacks).

6 Assembly


Note: For many installations, especially larger installations, use a basin jack at every sidewall seam. (A basin jack is the same thing as a bin jack.) Make certain all jacks are secured with stakes and cable!

2set out basin sidewall sheets on padSort the sidewall sheets by gage according to the color code information on page 28 and the sidewall sheet layout tables *. Sand the sidewall sheets on edge in the order in which they will be used on the pad chosen for sidewall and roof construction. Set the sheets for the bottom ring around the bin pad (example b).

SHEET OVERLAP (1) DIRECTION ONLYb

overlap

sidewall sheet

Position sheets so that the color codes are on the bottom corners of the sidewall sheets.

Sidewall Sheet Overlap

HORIZONTAL SHEET SEAMSa

Horizontal Sheet Seams

upper sidewall sheet

5/16” bin bolt with seal washer

5/16”hex nut inside basin

lower sidewall sheet

outside basin

Inside View of Sidewall Sheet

on each sheet use:3 vertical rows of sealant,2 horizontal rows

APPLYING SEALANTc

Note: If mastic sealant, or butyl caulking was supplied with your basin, follow the sealant instructions.

6 Assembly



Note: For In-ground equalization basins, look ahead now to the stiffener installation guidelines starting on page 40 and install the stiffeners to the sidewall while constructing the sidewall.

3set out sheets to begin assemblyThe s idewal l sheets must be assembled in a counter-clockwise manner around the basin (see example b on the previous page). Follow the bolt tightening instructions.

4build the bottom sidewall ring fi rstBuild the basin’s bottom ring first (examples a - d). Assemble the ring using 5/16” x 1” bolts. Make certain each sidewall sheet overlaps its adjoining sheet in the same direction (example b, previous page). Note: The bottom ring is specially punched for the hold down brackets.

5tighten sidewall ring boltsTighten bolts from the center of the sidewall sheets toward the edge both directions after the fi rst sidewall ring is assembled.

WARNING! Under no circumstances shall any other bolt be substituted for those supplied by Global Treatment Systems.

BUILD THE TOP SIDEWALL RINGd

Top Sidewall Ring

6 Assembly


FASTENING THE BIN TO THE FOUNDA-TION, SIDE VIEWa

56 - 1/4”from bracket to bracket

[measured flush against thecurvature of the sidewall]

INSTRUCTIONS FORBASINS WITH 2BRACKETS PERSIDEWALL SHEET

basin hold downbracket

(012869)

concrete

(1) corrugation up(approx 3”)

at sidewall seam

at mid sidewall sheet

6install basin hold down bracketsStart installing the hold down brackets to the bottom sidewall sheet before sidewall assembly. Hold sidewall sheets up (1) cor rugat ion or approximately 3” from the footing (example a). Fasten to sidewall using 5/16” x 1” bolts.

7pour the concrete basin fl oorPour the concrete fl oor for your basin. See the foundation section of this manual.

6 Assembly



8continue sidewall assemblyContinue following the instructions on pages 34 - 36 throughout the sidewall assembly. Install the second from the bottom sidewall ring. Next, install the third from the bottom sidewall ring. Next, install the fourth from the bottom sidewall ring. Etc. Continue installing the sidewall until the sidewall is complete.

9install the inverted angle ringAssemble the angler ring around the upper part of the top sidewall sheet ring (example a). Start at one end of the sidewall sheet and work around. Note there is a gap and no overage between angle ring segments. It doesn’t matter where angle ring segment placement is started in reference to the sidewall sheet seams.

NOTE: These methods will vary if using the ladder and scaffold method.

ANGLE RING WITH ANGLE CONNECTOR ASSEMBLYa

5/16” X 1 1/4” bolt

angle ring segment

sidewall sheet seam

top sidewall sheet

angle connector

6 Assembly


Note: If the basin has inlets/outlets, install top sheets of each basin so the sidewall sheet seams do not interfere with the inlet or outlet fl anges placement. Refer to your plan drawings for proper sidewall sheet orientation!

10build the rest of the sidewall ringsLift the top sidewall ring with the basin jacks. Follow the sidewall gage layout table on page 42 and the assembly instructions on page 34 - 37 to build the rest of the sidewall rings until your basin is the completed height (example a).

Inlet - Outlet Flange Connections

Note: If the basin has inlets and, or outlets, special pipe connections to inlets or outlets are available from Global upon request.

11install the fi rst fl angeCompletely install the first inlet or outlet and then install the second. Place fl anges so they are assembled on the outside of the basin with the bolts placed from the inside to the outside, just as with all sidewall sheets (example c). Torch out a circle or rectangle entrance. Field drill holes in the sidewall (use the fl ange bolt holes as a template). Tighten the bolts.

APPLYING SEALANT TO FLANGEb

sealant

ATTACHING THE INLET - OUTLETc

outside of basin

fi eld cut circle orrectangle entrance

fi eld drill bolt hole

inlet - outlet

5/16” nut

COMPLETED BASIN SIDEWALL EXAMPLEa

8, etc.7654321sidewall

rings

6 Assembly



Sidewall Gage Layouts

RINGSBASIN DIAMETERS - UP TO 5 RINGS TALL

6’ 12’ 15’ 18’ 21’ 24’ 27’ 30’ 33’ 36’ 42’ 45’ 48’ 54’ 60’

1 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

2 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

5 14 14 14 14 14 14 14 14 14 14 14 14 13 12 12

RINGSBASIN DIAMETERS - UP TO 6 RINGS TALL

6’ 12’ 15’ 18’ 21’ 24’ 27’ 30’ 33’ 36’ 42’ 45’ 48’ 54’ 60’

1 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

2 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

3 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

4 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14

5 14 14 14 14 14 14 14 14 14 14 14 14 13 12 12

6 14 14 14 14 14 14 14 14 14 13 13 13 12 11 10

Sidewall Sheet Color Codes

14 gage Yellow

13 gage Yellow / Black

12 gage Black

11 gage Orange

10 gage Brown

SIDEWALL LAYOUT EXAMPLEa

RING 1

RING 2

RING 3

RING 4, etc.

Top of Basin

6 Assembly


Backfi lling

Backfi lling Procedure1. Install the Drain Tile.

2. Start Filling the Tank - Check for leaks and make repairs as needed.

3. Backfi ll in uniform lifts of approximately 1’ (using granular fi ll 3-10 mm) completely around the tank. It is possible to backfi ll as the tank fi lls, but do not backfi ll above the current water level! Also pour the concrete curb after the water is in, when required!

4. Grade backfi ll to provide slope away from the tank. The top 6 to 12 inches of the fi ll may be non-granular soil to support vegetation (if desired).

WARNING! Backfi ll with free-draining, non-cohesive, granular materials. Filling the tank before backfi lling is required in order to check for leaks and provide structural support during the backfi lling process!

DRAIN TILEa

install drain tile around theperimeter and direct to a sump or daylight down hill

tank wallfoundation

Note: Before backfi lling, you must apply exterior coating to the outside of the basin sidewall and interior liner to the basin inner sidewall. Refer now to the instructions for applying basin exterior coating on pages 46 - 61.

6 Assembly



Note: By starting construction of the project immediately after placing the order for the GLOBAL Basin, the excavation can be completed in advance. Doing so will allow for concrete work to be completed and ready for basin construction as soon as the plant arrives.

6 Assembly

TYPICAL IN-GROUND TANK CONCRETE, SOIL, AND BACKFILL ILLUSTRATIONa1

slope

INSTALLATION WITH NO STIFFENERS

granular fi ll


Guardrails

1install guard rails (if included)Place the guardrail posts brackets around the outside of the top of the basin (example a). Connect guardrail posts at the hole punched locations

around the top sidewall sheets. Next, install the guardrail rings as shown in example a, page 44. Example c shows what a completed guardrail looks like.

GUARDRAIL CONNECTION AT BRACKETb

guardrail post

COMPLETED POST ASSEMBLYc

SIDE VIEW

inside

post mounting bracket

BASIN SIDEWALL

GUARDRAIL BRACKET CONNECTION AT TOPMOST SIDEWALL SHEETa

Apply Mine Coat to bolt heads after installation

6 Assembly



TEK SCREW CONNECTION/SPLICE LOCATIONSb

#12 X 3/4” TEK Screw (DO NOT OVERTIGHTEN!)

use (2) screws at at each handrailsplice location.

screw to be locatedon the underside

of handrails. swaged handrail

connector

WARNING! If “P” straps become deformed in any way, replace immediately as they may not allow proper clamping force to the handrail.

“P” STRAP AND GUARDRAIL CONNECTIONa

guardrail

3/8” x 1 1/4”carriage

bolt and nut

“P” strapconnector

guardrailpost

6 Assembly

COMPLETED GUARDRAIL EXAMPLEc1

SINGLE HANDRAIL APPLICATION


COMPLETED GUARDRAIL EXAMPLEc2

DOUBLE HANDRAIL APPLICATION



Note: The coating applied to the Exterior Basin Sidewall is for corrosion protection only. The Exterior Basin Sidewall coating is applied differently from the Interior Basin Sidewall Liner!!! For Interior Basin Sidewall Liner application, you must follow the instructions on pages 51 - 61!

Note: If rain is expected within 2 - 4 hours, delay installation of exterior coating until conditions and surfaces are dry!

Note: Read and understand the instructions that came with your PermaDriTM products and equipment before applying any PermaDriTM products! Read and understand all PermaDriTM instructions pertaining to safety, operation, equipment, product familiarization, rubber spray, mixing, identifying product contamination, product maintenance, part “B” accelerator, pump, cleaning, and all other instructions pertaining to your installation.

Exterior Coating Products:1. Mine Spray2. Mine Coat, which is brushed on

NOTE: Read the sprayer manual before operating the sprayer!

Note: REQUIRED BEFORE EXTERIOR COATING APPLICATION. Etch walls with vinegar. Apply vinegar with a sprayer or with a cloth rag. Put vinegar covering on walls for 15 minutes minimum, then rinse / pressure wash with water and allow to fully dry.

Note: When applying Mine Spray or when in the work area while Mine Spray is applied, you must wear a NIOSH N95 dust respirator mask. For proper use, see the instructions that come with your NIOSH N95 mask!

7 PermaDriTM Exterior Coating7 (Exterior Basin Application)


Apply Exterior Coating to Entire Exterior Sidewall

1start applying coating at base of basinFollow the Spray Technique instructions. Spray walls starting from bottom (with 4015 TIP “A” Nozzle).

A. Use Mine Spray Part “A” and Accelerator Part “B”. Always lead with Part “A” product.

B. ALWAYS KEEP NOZZLEPERPENDICULAR to work surface.

C. See the application instructions on the next 2 pages now. Follow these application instructions throughout

exterior coating application. Start at the base of the basin. First, spray coating starting from the outer edge of the concrete fl oor (exposed exterior horizontal concrete surface).

D. Work in lengths of 10’ - 12’.

E. Now, apply exterior coating and uniformly apply 60 Wet Mils of Spray Liner parts A and B to the first full sidewall ring up to the level of the fi rst sidewall seam.

Note: Mine Spray and Mine Coat application differs from painting. If your Exterior Coating is not applied properly, THIS WILL VOID YOUR WARRANTY! If your Exterior Coating is not applied correctly, as indicated in these instructions, THIS WILL VOID YOUR WARRANTY! See pages 46 - 50 before applying.

7 PermaDriTM Exterior Coating


GLOBAL INDUSTRIES, INC.Exterior Coating Application

<A> When applying a coating strip, make each strip approximately 18” wide and 10’ - 12’ long.

Make each coating strip approximately 18 inches wide X 10 feet long (when applicable).Use 4008 spray gun Tip for detail work,

and 4015 spray gun Tip when applying to larger areas.

~18”

approximately 10’ - 12’

long

NOTE: Make certain not to shadow around bolts.

N95

 When applying a liner strip, make a double pass (2 passes) with coating spray for each strip of coating applied, left and then right. ON THE FIRST PASS OF EACH STRIP, ALWAYS LEAD WITH PART “A” MINE SPRAY PRODUCT.

1

2

MAKE A DOUBLE PASS with coating spray for each coating spray strip applied

PART “A” nozzle

N95


<D> Apply spray coating strip 2.

Applystrip 2.

Overlapfi rst stripby 50%

APPLYING COATING LAYER

STRIP 1

STRIP 2

<E> Apply spray coating strip 3.


Applystrip 3.


STRIP 1

STRIP 2

STRIP 3

<F> Complete coating layer by completing strip 3.


After completing

STRIP 3, COATINGLAYER 1

is now complete.

STRIP 1

STRIP 2

STRIP 3

<C> Start spray coating layer . Apply spray liner strip 1.


this gray area shows location of STRIP 1

dashed outline shows location for STRIP 2

nozzle path travels

across centerof strip

10’ - 12’

Always DOUBLE PASS over each strip !

Typically after (3) horizontal strips, continue by covering coating layer 1 with vertical strips at 90° to the horizontal strips.

Use the same method, overlapping each vertical strip 50%.



<G> Apply coating layer .




Continue Exterior Coating Application Until Complete

3allow coating to cure, rinse with waterAllow the entire sidewall coating to cure and dry to the touch. Rinse or use a wet rag and remove all salt from the entire coating. Allow all rinsed or wiped surfaces to dry to the touch. After the coating is complete and dry, you are ready to apply the PermaDriTM rubber liner to the inside of the basin(s).

2continue applying liner up the wallFollowing the same method, continue up the sidewall. Apply liner, (1) sidewall ring at a time, from the bottom sidewall ring to the top sidewall ring. Apply liner until a 64 Wet Mils / 40 Dry Mils liner thickness is achieved over the entire sidewall.



Rubber Liner Products:1. Mine Spray, or Spray Liner2. Mine Coat, which is brushed on

NOTE: Read the sprayer manual before operating the sprayer!

Note: If rain is expected within 2 - 4 hours, delay installation of rubber liner until conditions and surfaces are dry!

Note: Read and understand the instructions that came with your PermaDriTM products and equipment before applying any PermaDriTM products! Read and understand all PermaDriTM instructions pertaining to safety, operation, equipment, product familiarization, rubber spray, mixing, identifying product contamination, product maintenance, part “B” accelerator, pump, cleaning, and all other instructions pertaining to your installation.

Note: If rubber liner membrane is punctured, repair with a layer of Mine Coat, embed with geotextile fabric and cover with an additional layer of Mine Coat. *Geotextile Fabric recommendation: Tietex T272 Polyester.

7 PermaDriTM Rubber Liner8 (Interior Basin Application)



Note: The third liner layer (LINER LAYER 3) of Spray Liner should yield 96 Wet Mils or 60 Dry Mils. If the liner is applied too thick, it will take too long to cure. If the liner is applied to thin, you will not have an adequate liner! If you do not achieve the correct consistent Liner thickness or Mine Coat thickness everywhere the liner is applied, THIS WILL VOID YOUR WARRANTY!

Apply Liner to Sidewalls

Note: Spray Liner and Mine Coat application differs from painting. If your Rubber Liner is not applied properly, THIS WILL VOID YOUR WARRANTY! If your Rubber Liner is not applied correctly, as indicated in these instructions, THIS WILL VOID YOUR WARRANTY! Read pages 51 - 61 before applying.

8 PermaDriTM Rubber Liner


Note: REQUIRED BEFORE LINER APPLICATION. Etch walls with vinegar. Apply vinegar with a sprayer or with a cloth rag. Put vinegar covering on walls for 15 minutes minimum, then rinse / pressure wash with water and allow to fully dry.

Note: When applying Spray Liner or when in the work area while Spray Liner is applied, you must wear a NIOSH N95 dust respirator mask. For proper use, see the instructions that come with your NIOSH N95 mask!




<A> Brush on Mine Coat Work-in Fabric

Tietex T272fabric

1brush on Mine Coat, work-in fabric<A> Start the Prep-work. Brush on Mine Coat approximately 4” up the sidewall and 4” out from the wall on the fl oor.

 Wo r k - I n F a b r i c ( 6 ” - w i d e Tietex T272) in sections all the way

around the basin with gloves until saturated with coating. (Cut and apply fabric in manageable lengths (5’ - 10’.)

<C> Brush on thin layer of Mine Coat over fabric.

Prep-work: APPLY MINE COAT AND FABRIC AT THE SIDEWALL TO FLOOR TRANSITION




 Work-in Fabric

Tietex T272fabric

sidewall

inside basin

<C> Brush on Mine Coat over fabric

fabric

inside basin



4start applying liner at base of basinFollow the Spray Technique instructions. Spray walls starting from bottom (with 4015 TIP “A” Nozzle).

A. ALWAYS KEEP NOZZLEPERPENDICULAR to work surface.

B. Start at the base of the basin. First, spray 2’ out from the sidewall on the fl oor.

C. Work in lengths of 10’ - 12’.

D. Now, apply Liner following the Spraying Technique instructions. Uniformly apply 96 Wet Mils of Spray Liner parts A and B to the first full sidewall ring up to the level of the fi rst sidewall seam. (Make certain all 4-sides of bolts are covered to avoid bolt shadowing.)

6allow liner to cure, rinse with waterAllow the entire sidewall liner to cure and dry to the touch. Rinse or use a wet rag and remove all salt from the entire liner. Allow all rinsed or wiped surfaces to dry to the touch.

Note: Read and understand the Liner Spraying Technique instructions on pages 59 - 61 before starting spray liner application!

Prep-work: COAT ALL SEAMS AND BOLTS WITH MINE COAT AND SPRAY ALL PREP-WORK WITH 1 PASS OF LINER

2coat / dab Mine Coat on seams/boltsA. Continue Prep-work. Coat / dab Mine Coat over all bolt heads and coat all sidewall seams. Make certain bolts are completely coated. Use a stiff brush.

B. Let all Prep-work Mine Coat cure/blacken and dry to the touch. (This may take up to (12) hours depending on weather conditions.)

3apply 1 pass of part A and B linerSpray all Prep-work with a 1-direction pass of Spray Liner, spraying both parts A and B. Use 4008 TIP “A” Nozzle. Allow all Prep-work to dry to cure and dry to the touch. Always lead with part A liner product.

Apply Spray Liner to the Entire Sidewall

5continue applying liner up wallFollowing the same method, continue up the sidewall. Apply liner, (1) sidewall ring at a time, from the bottom sidewall ring to the top sidewall ring. Apply liner until a 96 Wet Mils / 60 Dry Mils liner thickness is achieved over the entire sidewall.



1apply spray liner to fl oorsA. Clean and rinse fl oor from sidewall application. Remove excess water.

B. ALWAYS KEEP NOZZLEPERPENDICULAR to work surface.

C. Spray and paint / blacken entire fl oor with a light coat of Part “A” - Liner only. If the fl oor is sloped, start application at the lowest point. Wait until this this entire fi rst light coat of Part “A” Liner blackens (or is walkable) before continuing on to the next part of the process.

Note: If blistering of Part “A” - Liner occurs, LEAVE IT ALONE.

Note: Read and understand the Spraying Technique instructions on page 59 - 61 before starting spray liner application!

Apply Liner to Floors

2continue applying liner up the wallA. Fol low the Spray Technique instructions. Spray entire concrete fl oor with 96 Wet Mils of Spray Liner. Tie into 2’ area already applied to the concrete fl oor without adding more material into the area of the transition angle between the concrete fl oor and sidewall.

B. Allow all liner to cure and dry to the touch.




1inspect liner, coat over any cracksA. After liner has dried for 6 - 12 hours, check liner for any cracks.

B. Brush on Mine coat on any cracks and apply 2 coats of Spray Liner to any cracks which are found.

2prepare for the hydro testA. 24 - 36 hours after the last spray application was made, check the moisture level of the coating using the meter indicated. Press meter into coating. Average moisture readings must be 15% - 18%.

B. After liner is dry, check liner thickness everywhere on each basin for 60 Dry Mils thickness. Rinse any locations which are not thick enough to remove the salt before applying more liner.

C. Apply more spray liner / mine coat to all areas which are too thin until correct 60 Dry Mils thickness is achieved everywhere on the liner.

D. If the average moisture readings everywhere on the liner is between 15% - 18%, then you are ready to conduct the Hydro Test.

Note: When complete, your Spray Liner should yield 96 Wet Mils or 60 Dry Mils. If you do not achieve the correct consistent Liner thickness or Mine Coat thickness everywhere the liner is applied, THIS WILL VOID YOUR WARRANTY!

Liner Inspection



FOLLOW THE INSTRUCTIONS IN THIS MANUAL SECTION TO CORRECTLY APPLY 96 WET MILS OF SPRAY LINER

Note: The third liner layer of overlapping double passes (LINER LAYER 3) of Spray Liner should yield 96 Wet Mils or 60 Dry Mils. If the liner is applied too thick, it will take too long to cure. If the liner is applied to thin, you will not have an adequate liner! If you do not achieve the correct consistent Liner thickness or Mine Coat thickness everywhere the liner is applied, THIS WILL VOID YOUR WARRANTY!

Note: When applying Spray Liner or when in the work area while Spray Liner is applied, you must wear a NIOSH N95 dust respirator mask. For proper use, see the instructions that come with your NIOSH N95 mask!

Note: Spray Liner and Mine Coat application differs from painting. If your Rubber Liner is not applied properly, THIS WILL VOID YOUR WARRANTY! If your Rubber Liner is not applied correctly, as indicated in these instructions, THIS WILL VOID YOUR WARRANTY! See pages 51 - 61 before applying.

Note: REQUIRED BEFORE LINER APPLICATION. Etch walls with vinegar. Apply vinegar with a sprayer or with a cloth rag. Put vinegar covering on walls for 15 minutes minimum, then rinse / pressure wash with water and allow to fully dry.

Liner Spraying Technique




<A> When applying a liner strip, make each strip approximately 18” wide and 10’ - 12’ long.

Make each liner strip approximately 18 inches wide X 10 feet long.Use 4008 spray gun Tip for detail work,

and 4015 spray gun Tip when applying to larger areas.

~18”

approximately 10’ - 12’

long

NOTE: Make certain not to shadow around bolts.

N95

 When applying a liner strip, make a double pass (2 passes) with liner spray for each strip of liner applied, left and then right. ON THE FIRST PASS OF EACH STRIP, ALWAYS LEAD WITH PART “A” LINER PRODUCT.

1

2

MAKE A DOUBLE PASS with liner spray for each liner spray strip applied

PART “A” nozzle

N95



<D> Apply spray liner strip 2.

Applystrip 2.


APPLYING LINER LAYER

STRIP 1

STRIP 2

<E> Apply spray liner strip 3.


Applystrip 3.


STRIP 1

STRIP 2

STRIP 3

<F> Complete liner layer by completing strip 3.


After completing

STRIP 3, LINER

LAYER 1 is now

complete.

STRIP 1

STRIP 2

STRIP 3

After completing the vertical strips, continue by covering liner layer 2 with horizontal strips over the same area of the fi rst

horizontal strips, as in the fi rst liner layer, overlapping each 50%.

<H> Apply liner layer .



<C> Start spray liner layer . Apply spray liner strip 1.


this gray area shows location of STRIP 1

dashed outline shows location for STRIP 2

nozzle path travels

across centerof strip

10’ - 12’


Typically after (3) horizontal strips, continue by covering liner layer 1 with vertical strips at 90° to the horizontal strips. Use the same method, overlapping each vertical strip 50%.



<G> Apply liner layer .




TYPICAL ITEMS NEEDED ON JOBSITE:

1. SHEARS FOR FABRIC (GOOD RAZOR KNIVES)

2. DUST MASKS

3. 1 BOTTLE OF GOO-GONE

4. 5 GALLONS OF MINERAL SPIRITS

5. EMPTY 5 GALLON BUCKETS

6. TYVEK SUITS

7. DRILL WITH LONG MIXER BLADE (MIX SALT WATER & EMULSION)

8. UNLEADED GAS

9. NON-DETERGENT 10/30WT OIL

10. DISPOSABLE GLOVES

11. 9” SHORT NAP PAINT ROLLERS

12. HANDLES FOR THE PAINT ROLLERS

13. 3” or 4” CHIP BRUSHES

14. ELECTRICAL EXTENTION CORD

15. SHOP TOWELS

16. DRINKING WATER

17. SUN SCREEN

18. SHADE COVERING

19. PLASTIC OR TARP FOR UNDER MACHINE (SPILLS)

20. SMOOTH SOLE SHOES (STEEL TOE)

PermaDriTM, Items Needed Checklist

9 PermaDriTM Site Checklists9


----Motor Oil ----Compensator Pressure MP30 ----Gear Oil ----Compensator Pressure MP20 ----Belts Tightened ----Suction Hose ----Controller Clips ----Dual Gun Check ----Check Hoses ----Check Port Caps

PUMP:

A) ---- Check Oil ----Fluid Flow ----Pressure B) ---- Check Oil ----Fluid Flow ----Pressure

PACKING LIST:

----Pump Package ----200’ Pressure Hose w/ Caps ----A Side Suction Tube & Hose ----B Side Suction Tube & Hose ----Return Hoses (2) ----Dual Gun W/Wands 8” ----Spray Tips (2 @ 4001, 2 @ 4008, 2 @ 4015) ----Spare Parts Kit 5026-080 ----Magic Tape ----Manuals (Honda & comet) ----Air Pressure/ Inflator Tool ----Gun Repair Kit Plus additional Brass Seat ----1 ea. Metric Allen Wrench set ----1 ea. Dentist Tool to remove Check Valves ----1 ea. Crescent Wrench 8” & 10” ----Small wire Brush ----Small Bottle Cleaning Brush ----Hose Clamps (4) ----Tie-Wraps----13/16” Spark Plug Wrench w/ a 4” Extension ----1Quart of SAE 30 Non-Detergent Oil ----1 Roll of Aluminum Window Screen ----Duct Tape

PermaDriTM, Quality Checklist

9 PermaDriTM Site Checklists



Mine Coat™ is a modified elastomeric asphalt emulsion specifically formulated for application by brush, squeegee or roller. Mine Coat™ is a cold applied, single component product that yields a membrane with excellent strength, elasticity and adhesion. Mine Coat™ is an environmentally friendly waterproofing product that can be applied indoors and outdoors with conventional protective equipment. *See below

FREE OF FLAMMABLE SOLVENTS · NON-TOXIC, ODORLESS, WATER BASED EXCELLENT STRENGTH, ELASTICITY & ADHESION

PHYSICAL PROPERTIESPROPERTY TYPICAL RESULTSSpecific gravity (liquid) g/cm³ Approx. 1.0

Odor None

VOC Contains no solvents

Color Brown to black

% Solids (wt) 53 58

Viscosity, Brookfield, sp.#5, 20 rpm 8000 9000

pH 10 12

PERFORMANCE (Cured Membrane)

PROPERTY TYPICAL RESULTS

Color Black

Specific Gravity, g/cm³ Approximately 1.0Chemical Resistance Resistant to most inorganic

solutions. Not recommendedfor gasoline or other petroleumproducts. Consult ChemicalResistance chart for furtherinformation.

Biological Resistance ASTM E 154, ASTMD412

Passed (> 90% original value)

Impact Resistance CSB 37 GP 500@23°C in lbs

Passed (168)

Water tightness after impact Passed (no leakage)Water tightness CGSB 37 GP 56 Zero LeakageTensile Strength ASTM D412, psi 90Elongation, % 850Accelerated Weathering. ASTM G155,D412

Passed (no deterioration offilm)

Tensile Strength Passed (>90% original value)Hardness, Durometer Type 00 85 87Surface Corrosion ASTM D610 No corrosion after 500 hours,

0.03% after 1,000 hoursAdhesion to Concrete ASTM C907 111 psiHardness ASTM D2246 50 Type APuncture Resistance CGSB 37 GP 56 No perforationsWater Vapor Transmissions ASTM E96 0.04 perms

MINE COAT™

ApplicationMine Coat™ is a water-based, environmentally safe alternative to conventional hot-applied, solvent based and sheet membrane waterproofing systems. Since Mine Coat™ cures by evaporation, a minimum application temperature of 40ºF (4.5ºC) is required. Apply in thin coats. The product cures within 24-48 hours at 70ºF (21ºC) and 50% relative humidity, at a thickness of 40 mils (1mm).

For best results, surfaces must be dry and free of dirt, debris, oil or grease. Application is not recommended if rain is imminent, or in high humidity environments.

Mine Coat™ is applied between 20-30 ft²/gal (0.3-0.7 m²/litre) to produce a 40-60 mil (1-1.5 mm) protective membrane. Mine Coat™ dries to the touch within minutes at 70ºF (21ºC). Curing time will vary depending on temperature and relative humidity.

LIMITATIONS* Mine Coat™ is mildly alkaline. When applying this product observe appropriate safety precautions, wear gloves, eye protection and other suitable protective equipment. For further information please consult the product MSDS.

Mine Coat™ should not be applied when the ambient temperature is below 40ºF (4.5ºC). The uncured membrane may be damaged if frozen. Some surface base coats, such as coal tar are unsuitable for use with Mine Coat™.

CAUTION For industrial use only. Keep out of reach of children. Avoid storage below 40ºF (4.5ºC). Please consult the MSDS before using Mine Coat™.

TECHNICAL SERVICE:559-275-9620 | 800-279-5604

NON TOXICNO VOCs

10 PermaDriTM MSDS10


4595 W Jacquelyn Avenue Fresno, CA 93722 TEL: 559 275 9620 800 279 5604 FAX: 559 275 9629 PERMADRI.COM

Supplier: PermaDri, Incorporated 4595 West Jacquelyn Ave., Fresno, CA 93722 · Phone: 559-275-9620 · 800-279-5604 · Fax: 559-275-9629 THIS PRODUCT IS NOT SUBJECT TO THE CONTROLLED PRODUCTS OR THE TRANSPORTATION DANGEROUS GOODS REGULATIONS

SECTION I: MATERIAL IDENTIFICATIONTRADE NAME: Mine Coat™ · EMERGENCY TELEPHONE #: 559-275-9620 CHEMICAL FAMILY: Water suspension of petroleum derived hydrocarbons (polymer modified emulsified asphalt) and inert fillers. MATERIAL USE: Protective Coating · T.D.G. CLASSIFICATION: NON REGULATED · WHIMIS CLASSIFICATION: NON REGULATED

SECTION II: HAZARDOUS INGREDIENTSCOMPONENT CAS# %(BY MASS) LC50 (ppm) LD50 (mg/kg)

(rat inhal) (rat oral) Complex mixture of bitumens n/a 40-70 n/a n/a Anionic surfactants n/a 0.5-2.0 n/a n/a Water 7732-18-5 30-60 n/a n/a Modifier 5-25 n/a n/a

SECTION III: PHYSICAL PROPERTIESOdor and appearance: Viscous brown liquid, slight resinous petroleum odor. · Odor threshold: n/a · Specific gravity: 1.00 (approx.). Coefficient of water/oil distribution: n/a · Vapor pressure (mm Hg): 17 @20ºC (water) · Boiling point: 100ºC (water) · Freezing point: 0ºCpH: 7-13 · Vapor density (air = 1): > 1 · Evaporation rate (nBuAcetate = 1): <1 · Volatiles %: 40-60 (water) · Solubility in water: partially soluble

SECTION IV: FIRE & EXPLOSION DATAMeans of extinction: n/a · Sensitivity to mechanical impact/static discharge: n/a · Flash point (method): n/a (non-combustible) Upper flammable limits %: n/a · Lower flammable limits %: n/a · Autoignition temperature: n/a · Special fire fighting instructions: n/a Unusual fire and explosion hazards: Product will not burn but may splatter if temperature exceeds the boiling point.

SECTION V: REACTIVITY DATAChemical stability: Stable · Incompatible materials: Will react with alkaline sensitive materials such as acids and certain metals. Contact with reactive metals such as aluminum or magnesium will result in the formation of explosive hydrogen gas. Hazardous decomposition products: Avoid heating above 200ºC. At elevated temperatures hazardous vapors can be released, including carbon monoxide, hydrogen chloride, organic acids and aldehydes. · Hazardous polymerization: Will not occur.

SECTION VI: HEALTH INFORMATIONExposure limit: n/a · Inhalation: n/a · Skin: adhesion · Eyes: adhesion, irritation. · Ingestion: Blockage of digestive and/or respiratory tract. Chronic effects: n/aEMERGENCY AND FIRST AID PROCEDURESInhalation: n/a Skin: This is an alkaline product. If splashed on the skin immediately wash thoroughly with fresh water. If the product has dried on theskin massage the area with medical grade mineral oil, baby oil or edible oil, then wash with soap and water. If irritation persists seek medical attention. Eyes: Flush thoroughly with fresh water for at least ten minutes. Seek medical attention. Ingestion: DO NOT INDUCE VOMITING. Seek medical attention.

SECTION VII: SPILL PROCEDURESIn the event of a spill: Dike and contain, transfer to containers for recovery or disposal. Keep out of sewers. Waste disposal method: Follow federal, provincial and local regulations regarding disposal.

SECTION VIII: SPECIAL PROTECTIONRespiratory protection: n/a · Ventilation: n/a · Protective gloves: Recommended · Eye protection: safety glasses/splash goggles recommended. Other protective equipment: Long sleeves, loose clothing recommended.

SECTION IX: SPECIAL PRECAUTIONSStorage and handling conditions: Keep containers tightly closed when not in use. KEEP FROM FREEZING. Special shipping information: Not regulated by the Transportation of Dangerous Goods Regulations.

Prepared by: PermaDri, Incorporated · Preparation date: 04/10/07

The information contained herein is based on available data and is provided for information only. PermaDri, Inc. makes no warranties, guarantees or conditions, expressed or implied, regarding the accuracy of the data or its use therein. PermaDri, Inc. will not be liable for any damages arising from the use of the information or product described on this data sheet.

BRUSH GRADE

MINE COAT™ MSDSMaterials Safety Data Sheet

10 PermaDriTM MSDS



Mine Patch™ is a modified elastomeric asphalt emulsion specifically formulated for application by trowel. Mine Patch™ is a cold applied, single component product that yields a membrane with excellent strength, elasticity and adhesion Mine Patch™ is an environmentally friendly waterproofing product that can be applied indoors and outdoors with conventional protective equipment. *See below

FREE OF FLAMMABLE SOLVENTS · NON-TOXIC, ODORLESS, WATER BASED EXCELLENT STRENGTH, ELASTICITY & ADHESION

PHYSICAL PROPERTIESPROPERTY TYPICAL RESULTSSpecific gravity (liquid) kg/m³ Approx. 1.0Odor NoneVOC Contains no solventsColor Brown to black% Solids (wt) 63 68Viscosity, Brookfield, sp.#5, 20rpm

20,000 30,000

pH 10 12


PROPERTY TYPICAL RESULTSColor BlackSpecific Gravity, kg/m³ Approximately 1.0Chemical Resistance Resistant to most inorganic

solutions. Notrecommended for gasolineor other petroleumproducts. Consult ChemicalResistance chart forfurther information.

Tensile Strength ASTM D412, psi 50Elongation,% 100Accelerated Weathering. ASTMG155, D412

Passed

Tensile Strength Passed (>90% originalvalue)

Hardness, Durometer Type 00 85 90

MINE PATCH™

ApplicationMine Patch™ is a water-based, environmentally safe alternative to solvent based and sheet membrane corrosion protective waterproofing systems. Since Mine Patch™ cures by evaporation, a minimum application temperature of 40ºF (4.5ºC) is required. Apply in thin coats. The product cures within 24-48 hours at 70ºF (21ºC) and 50% relative humidity, at a thickness of 40 mils (1mm).


Mine Patch™ is applied between 20-30 ft²/gal (0.3-0.7 m²/litre) to produce a 40-60 mil (1-1.5 mm) protective membrane. Mine Patch™ dries to the touch within minutes at 70ºF (21ºC). Curing time will vary depending on temperature and relative humidity.

LIMITATIONS* Mine Patch™ is mildly alkaline. When applying this product observe appropriate safety precautions, wear gloves, eye protection and other suitable protective equipment. For further information please consult the product MSDS.

Mine Patch™ should not be applied when the ambient temperature is below 40ºF (4.5ºC). The uncured membrane may be damaged if frozen. Some surface base coats, such as coal tar are unsuitable for use with Mine Patch™.

CAUTION For industrial use only. Keep out of reach of children. Avoid storage below 40ºF (4.5ºC). Please consult the MSDS before using Mine Patch™.


DURABLE WATER BASED ENVIRONMENTALLY SAFE

MINE SPRAY MINE COAT MINE PATCHSPECIALLY FORMULATED FOR THE MINING INDUSTRY

NON TOXICNO VOCs

10 PermaDriTM MSDS




SECTION I: MATERIAL IDENTIFICATIONTRADE NAME: Mine Patch™ · EMERGENCY TELEPHONE #: 559-275-9620 CHEMICAL FAMILY: Water suspension of petroleum derived hydrocarbons (polymer modified emulsified asphalt) and inert fillers. MATERIAL USE: Protective Coating · T.D.G. CLASSIFICATION: NON REGULATED · WHIMIS CLASSIFICATION: NON REGULATED












TROWEL GRADE

MINE PATCH™ MSDSMaterials Safety Data Sheet

10 PermaDriTM MSDS



Mine Spray™ is a modified elastomeric asphalt emulsion specifically formulated for application with a specially designed spray system. Mine Spray™ is a cold applied, dual component product that yields a membrane with excellent strength, elasticity and adhesion. Mine Spray™ is an environmentally friendly waterproofing product that can be applied indoors and outdoors with conventional protective equipment. *See below

FREE OF FLAMMABLE SOLVENTS · NON-TOXIC, ODORLESS, WATER BASED · EXCELLENT STRENGTH, ELASTICITY & ADHESION

PHYSICAL PROPERTIESPROPERTY TYPICAL RESULTSSpecific gravity (liquid) g/cm³ Approx. 1.0

Odor None

VOC Contains no solvents

Color Brown to black

% Solids (wt) 53 58

Viscosity, SSF @ 25°C, seconds 15 20

pH 10 12


PROPERTY TYPICAL RESULTS

Color Black

Specific Gravity, g/cm³ Approximately 1.0

Chemical Resistance Resistant to most inorganicsolutions. Not recommended forpetroleum products. ConsultChemical Resistance chart forfurther information.

Biological Resistance ASTM E 154, ASTMD412

Passed (> 90% original value)

Impact Resistance CSB 37 GP 500 @23°Cin lbs

Passed (168)

Water tightness after impact Passed (no leakage)

Tensile Strength ASTM D412, psi 125

Elongation, % 850

Salt Fog Corrosion, ASTM B117 97(scribed), 1000 hrs.

Passed

Surface Corrosion, ASTM D610, 1000 hrs. None Detectable

Blistering, ASTM D714, 1000 hrs. None

Corrosion Creepback, ASTM D1654, 1000 hrs. None

Adhesion to Concrete ASTM C907(amended to tensile adhesion), psi

111 psi

Puncture Resistance CGSB 37 GP 56, 24hr @29N, 5°C

Passed (no perforations)

Accelerated Weathering. ASTM G155,D412

Passed (no deterioration of film)

Tensile Strength Passed (>125% original value)

Hardness, Durometer Type 00 85 87

MINE SPRAY™

ApplicationMine Spray™ is a water-based, environmentally safe alternative to solvent-based and sheet membrane waterproofing systems. Since Mine Spray™ cures by evaporation, a minimum application temperature of 40ºF (4.5ºC) is required. Apply in thin coats. The product cures within 24-48 hours at 70ºF (21ºC) and 50% relative humidity, at a thickness of 40 mils (1mm).


Mine Spray™ is applied between 20-30 ft²/gal (0.3-0.7 m²/litre) to produce a 40-80 mil (1-2 mm) protective membrane. Mine Spray™ dries to the touch instantly. Curing time will vary depending on temperature and relative humidity.

LIMITATIONS* Mine Spray™ is mildly alkaline. When applying this product observe appropriate safety precautions, wear gloves, eye protection and other suitable protective equipment. For further information please consult the product MSDS.

Mine Spray™ should not be applied when the ambient temperature is below 40ºF (4.5ºC). The uncured membrane may be damaged if frozen. Some surface base coats, such as coal tar are unsuitable for use with Mine Spray™.

CAUTIONFor industrial use only. Keep out of reach of children. Avoid storage below 40ºF (4.5ºC). Please consult the MSDS before using Mine Spray™.


NON TOXICNO VOCs

10 PermaDriTM MSDS




SECTION I: MATERIAL IDENTIFICATIONTRADE NAME: Mine Spray™ · EMERGENCY TELEPHONE #: 559-275-9620 CHEMICAL FAMILY: Water suspension of petroleum derived hydrocarbons (polymer modified emulsified asphalt) and inert fillers. MATERIAL USE: Protective Coating · T.D.G. CLASSIFICATION: NON REGULATED · WHIMIS CLASSIFICATION: NON REGULATED












SPRAY GRADE

MINE SPRAY™ MSDSMaterials Safety Data Sheet

10 PermaDriTM MSDS




Recent Signifi cant Manual Changes: 12-06 [1] Revision Changes

1 Minor text changes were made.

GLOBAL WASTEWATER TREATMENT SYSTEMSP. O. Box 2105 • 2928 East Highway 30Grand Island, Nebraska 68801, U.S.A.

(308) 384-9320 • FAX (308) 382-6954

© 2009 Global Industries, Inc. All rights reserved.

www.globalindinc.comfor information on other Global Industries products see:

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