22034-18-32_Fairey Finishing Plant

Vapor Intrusion Mitigation Design Submittal
Fairey Finishing Plant
Brownfields Project ID: 22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
February 28, 2020
Prepared for:
North Carolina Department of Environmental Quality
Division of Waste Management
Raleigh, North Carolina
Prepared by:
Terracon Consultants, Inc.
Raleigh, North Carolina

February 28, 2020
NCDEQ — Brownfields Program
217 West Jones Street
Raleigh, NC 27603
Attn: Ms. Brad Atkinson
P: 919-707-8748
E: [e-mail]
Re: Vapor Intrusion Mitigation Design Submittal
Fairey Finishing Plant
Brownfields Project ID: 22034-18-32
1604 E. Lawson Street
Durham, Durham County, North Carolina
Terracon Project No. 70197104
Mr. Atkinson:
1rerracon
On behalf of Durham Technical Community College (i.e. the Proposed Developer), Terracon
Consultants, Inc. is pleased to submit this VIMS Design Submittal for the above referenced site.
If you have any questions concerning this report or need additional information, please contact us at
919-873-2211.
Sincerely,
Terracon Consultants, Inc.
Analee L. Farrell, El
Staff Engineer
Attachments
1
Donald R. Malone, PE
Senior Engineer
Terracon Consultants Inc. 2401 Brentwood Rd, Ste 107 Raleigh; NC 27604-3686
P 919-873-2211 F 919-873-9555 terracon.com

TABLE OF CONTENTS
Page No.
1.0 Introduction....................................................................................................................................1
2.0 Design Basis...................................................................................................................................1
3.0 Quality Assurance / Quality Control............................................................................................ 2
4.0 Post -Construction / Pre -Occupancy System Effectiveness Testing........................................2
5.0 Post -Occupancy Testing...............................................................................................................2
6.0 Future Tenants & Building Uses.................................................................................................. 3
7.0 Reporting........................................................................................................................................ 3
8.0 Design Submittal Exhibits.............................................................................................................3
APPENDICES
APPENDIX A VIMS Design
APPENDIX B GEO-SEAL° Specifications

Fairey Finishing Plant Brownfield Site Irerracon
22034-18-32 Durham, North Carolina
February 28, 2020 Terracon Project No. 70197104
1.0 INTRODUCTION
Terracon Consultants Inc. (Terracon) prepared this Vapor Intrusion Mitigation System (VIMS)
design for installation at the Fairey Finishing Plant site located at 1604 E. Lawson Street in
Durham, North Carolina. The site will be redeveloped with an educational building, known as the
Applied Technologies Building for Durham Technical Community College. The proposed building
will be two -stories and include a 20,467-square foot ground floor with a foundation consisting of
concrete column footings.
The results of previous soil gas sampling were entered into the NCDEQ Brownfields Program
Risk Calculator for Soil Gas to Indoor Air Pathways. The Risk Calculator indicates a human -health
risk for the resident exposure scenarios for the proposed on -site educational building. The
NCDEQ Risk Calculator indicates the existing soil vapor concentrations detected at the site
exceed the acceptable risk level for unrestricted use. To decrease the risk of vapor intrusion, the
VIMS was designed to be installed beneath the proposed building. Additionally, in locations within
the ground -level footprint where potential conduits may be present (i.e. elevator shafts), the VIMS
will also be installed. The proposed site layout is presented in the attached design (Appendix A).
2.0 DESIGN BASIS
The VIMS design will be used to guide construction of the mitigation system. The VIMS includes
installation of a 60-mil dry thickness spray applied vapor barrier liner beneath ground level
portions of the proposed building. The technical specifications and manufacturer installation
instructions are included in Appendix B. Sub -slab venting construction materials and membrane
vapor barrier construction materials are included with installation specifications on the VIMS
design in Appendix A.
To the extent practical, contaminants of concern (COCs) (i.e. benzene, 1,3-butadiene,
ethylbenzene, trichloroethene (TCE), 1,2,4-trimethyl benzene, and xylenes) will not be present in
the building materials. Safety data sheets (SDS) will be requested by the general contractor from
the project contractors to document materials used in construction as well as items associated
with the VIMS once they are selected. SDSs will be included as an appendix to the sampling
workplan.
The VIMS includes an active mitigation system beneath the ground level occupied spaces to
reduce the potential for vapor intrusion into the building space. Vapor extraction will be
accomplished using roof mounted vacuum blowers and poly -vinyl chloride (PVC) riser piping
which will collect vapor from beneath the membrane and discharge the vapor through exhaust
stacks above the building roof. Piping will be labeled at intervals of less than 10 linear feet. A
minimum of 4-inch think aggregate base layer below the sub -slab will increase the effectiveness
of the sub -slab vapor transmission. The vacuum blowers will have an alarm system installed to
Responsive ■ Resourceful ■ Reliable

Fairey Finishing Plant Brownfield Site Irerracon
22034-18-32 Durham, North Carolina
February 28, 2020 Terracon Project No. 70197104
monitor the pressure and blower control. The VIMS will include sub -membrane monitoring points
with specifications and locations included on the VIMS design in Appendix A. Sample collection
of sub -slab vapor and/or indoor air for chemical analysis is not planned for the site at this time.
3.0 QUALITY ASSURANCE / QUALITY CONTROL
For quality assurance and quality control (QA/QC) purposes, Terracon will observe the VIMS
installation activities will be made at various stages during construction. The inspections will be
performed on the aggregate base, sub -membrane sampling points, passive vent piping
installation, vapor barrier installation, vertical riser piping, and fan installations. The inspections
will be performed under the supervision of the design professional engineer (PE). The inspections
will include field logs and photographs. When possible, NCDEQ Brownfields Program will be given
a 48-hour notice prior to conducting the inspections on the site.
Smoke testing and thickness coupon measurements will be conducted following the vapor barrier
installation and documented with field logs and photographs. Terracon will submit the inspection
documentation, smoke testing documentation, and coupon testing documentation to NCDEQ.
4.0 POST -CONSTRUCTION / PRE -OCCUPANCY SYSTEM
EFFECTIVENESS TESTING
Following installation of the VIMS piping, vapor barrier, and concrete slab, but prior to building
occupancy, Terracon will conduct influence testing on the piping network. Pressure testing will
offer evidence that the piping network is providing sufficient vacuum influence below the slab. For
the pilot influence test, a variable speed vapor extraction fan will be attached to select vertical
risers. The vacuum and air flow at varying speeds will be measured at the extraction fan location,
and pressure readings will be collected at measuring points located below the membrane. The
results of the pilot influence test will be submitted to NCDEQ. A sub -membrane analytical testing
is not planned for the site at this time.
5.0 POST -OCCUPANCY TESTING
The proposed VIMS design is an active system. Post -occupancy pressure testing will be
conducted once building construction is complete on a monthly basis and submitted to the
Brownfields manager on a quarterly basis.
The frequency of future pressure testing will be evaluated after 1 year. The testing protocol and
sampling details will be included in a workplan submitted under separate cover.
Post -construction soil vapor sampling is not warranted. Testing protocols and triggers for
additional testing will be detailed in a workplan submitted under separate cover.
Responsive ■ Resourceful ■ Reliable 2

Fairey Finishing Plant Brownfield Site Irerracon
22034-18-32 Durham, North Carolina
February 28, 2020 ■ Terracon Project No. 70197104
6.0 FUTURE TENANTS & BUILDING USES
The future building use will be an educational building, primarily utilized by college students and
staff, with associated parking areas. After occupancy, the on -site facilities department will
maintain the VIMS piping and vacuum blowers per the Brownfields Agreement.
For building renovations or if VIMS components are exposed or damaged, the property
management will need to contact a North Carolina Professional Engineer (PE) to oversee and/or
inspect the VIMS repair activities. A report will be submitted to NCDEQ detailing the repairs or
alterations to the VIMS.
7.0 REPORTING
Upon completion of post -construction testing, Terracon will prepare and submit a report to
NCDEQ, under the direct supervision of a North Carolina licensed PE. The report will summarize
the following:
■ Summary of VIMS installation;
■ QA/QC measures;
■ Post -construction effectiveness testing; and
■ An opinion of the VIMS design.
The appendix portion of the report will include as -built drawings, inspection logs with photographs
and field logs, and relevant SDS. Sub -membrane sampling results will be submitted under
separate cover than the post -construction testing report.
8.0 DESIGN SUBMITTAL EXHIBITS
Design drawings are provided in Appendix A.
Design specifications are provided in Appendix A and Appendix B.
Responsive ■ Resourceful ■ Reliable 3

APPENDIX A

PLANS & SPECIFICATIONS FOR
ACTIVE VAPOR MITIGATION SYSTEM
DURHAM TECHNICAL COMMUNITY COLLEGE
NEW APPLIED TECHNOLOGIES BUILDING
1fiO4 EAST LAWSON STREET
DURHAM, NORTH CAROLINA
FIT
INDEX OF SHEETS
VMS-1 TITLE SHEET AND GENERAL NOTES
VMS-1.1 GENERAL NOTES -ROOF MOUNTED
REGENERATIVE BLOWER SYSTEM
VMS-2 VAPOR MITIGATION SYSTEM PLAN
VMS-3 VAPOR MITIGATION SYSTEM DETAILS
VMS4 FIRST FLOOR LAYOUT WITH VENT RISERS
VMS-5 ROOF RISER TRANSITION LAYOUT
NOTICE FOR CONTRACTOR
ALL CONTRACTORS AND SUBCONTRACTORS
PERFORMING WORK SHOWN ON OR RELATED TO
THESE PLANS SHALL CONDUCT THEIR OPERATIONS
SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE
PLACE TO WORK AND THE PUBLIC IS PROTECTED.
ALL CONTRACTORS AND SUBCONTRACTORS SHALL
COMPLY WITH THE 'OCCUPATIONAL SAFETY AND
HEALTH REGULATIONS' OF THE U.S. DEPARTMENT
OF LABOR AND ALL LOCAL AND STATE
REGULATIONS.
NOTES 2. THE UPPER SURFACE OF THE VMS MEMBRANE SHALL BE PROTECTED BY A MANUFACTURER APPROVED PROTECTIVE 5. THE VMS MEMBRANE SHALL BE INSTALLED BEFORE PLACEMENT OF REINFORCING STEEL. IF REINFORCING STEEL IS PRESENT 6. THE PENETRATION SHALL BE WRAPPED WITH A POLYPROPYLENE CABLE TIE AT A POINT 2 INCHES ABOVE THE BASE OF THE
APPLICABILITY GEOTEXTILE LAYER, PLACED BETWEEN THE FLOOR SLAB AND THE MEMBRANE AS SPECIFIED ON THESE PLANS. THE AT THE TIME OF APPLICATION, ALL EXPOSED REINFORCEMENT SHALL BE MASKED BY THE FOUNDATION SUBCONTRACTOR PENETRATION. THE CABLE TIE SHALL BE TIGHTENED FIRMLY SO AS TO SQUEEZE THE CURED MEMBRANE COLLAR, BUT NOT
A. GENERAL PROTECTIVE LAYER IS INSTALLED AFTER THE APPLICATION,WRING, AND TESTING OF THE ASPHALTIC MEMBRANE. PRIOR TO APPLICATION OF THE ASPHALTIC LAVER. TOO TIGHT TO SLICE INTO THE FINISHED SEAL (SEE DETAIL 3, SHEET VMS-3) . THE CABLE TIE MAY BE INSTALLED IMMEDIATELY
1. AN ACTIVE VAPOR MITIGATION SYSTEM (VMS) SHALL BE INSTALLED AND WILL INCLUDE A 60 MIL DRY THICKNESS APPLICATION AFTER THE GEOTEXTILE LAYER COLLAR HAS BEEN INSTALLED.
OF SPRAY -APPLIED ASPHALTIC MEMBRANE UNDERLAIN BY A GAS VENT SYSTEM VENTED AT THE ROOF B.3 SPRAY -APPLIED ASPHALTIC MEMBRANE 6. REINFORCING STEEL, PIPING, FORMS, ETC. SHALL NOT BEAR DIRECTLY ON THE MEMBRANE OR PROTECTIVE LAYER AND
1. THE VMS MEMBRANE SHALL CONSIST OF A SPRAY -APPLIED, SINGLE COURSE, HIGH BUILD, POLYMER MODIFIED ASPHALT EQUIPMENT SHANOT DRIVEN OVER THE MEMBRANE OR ITS PROTECTIVE LAYER WITHOUT PRIOR APPROVAL FROM THE H. INSPECTIONS
2. VMS DETAILS PRESENTED IN THESE PLANS AND SPECIFICATIONS SHALL BE UTILIZED IN THE CONSTRUCTION OF THE BUILDING LL BE VMS DESIGNER AND MANUFACTURER.
DESIGNATED ON SHEETS VMS -I THROUGH VMSb. THE BASIS OF DESIGN IS A SPRAY -APPLIED MEMBRANE MANUFACTURED BY
EMULSION OR EQUIVALENT AS APPROVED BY THE VMS DESIGNER. THE MEMBRANE SHALL HAVE A MINIMUM CURED (DRY)
L THE INSPECTION OF ALL VAPOR CONTROL MEASURES SHALL BE PERFORMED BY THE VMS DESIGNER AT A MINIMUM,
'GEOSEALAND ANY ASSOCIATED VENTING MATERIALS AS DESCRIBED IN THESE PLANS. REFERENCE TO THESE PRODUCTS
THICKNESS OF 60 MIL AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS UNLESS
ARE PROVIDD ED TO DESCRIBE THE SYSTEM AND MATERIALS ONLY AND MAY BE SUBSTITUTED FOR EQUIVALENT PRODUCTS IF
OTHERWISE SPECIFIED AND APPROVED BY THE VMS DESIGNER.
). STAKES USED TO SECURE THE CONCREIE FORMS SHANOT PENETRATE THE VMS MEMBRANE AFTER IT HAS BE
LL ENBEEN
INSTALLED. IF STAKES NEED TO PUNCTURE THE MEMBRANE AFTER R HAS BEEN INSTALLED, THE VMS DESIGNER AND
INSPECTION SHALL TAKE PLACE ATTHE FOLLOWING STAGES OF THE INSTALLATION:
OW
APPROVED BY THE VMS DESIGNER.
2. THE VMS MEMBRANE SHALL BE PLACED BENEATH THE FLOOR SLAB, FOOTINGS, AND TRENCHES IN ACCORDANCE WITH THESE
INSTALLER SHOULD BE NOTIFIED, AND NECESSARY REPAIRS NEED TO BE MADE BY THE VMS SUBCONTRACTOR.
AFTER THE INSTALLATION OF VAPOR COLLECTION PIPING AND PRIOR TO INSTALLATION OF THE AGGREGATE LAYER
' GEOSEALdC PRODUCTS: EPRO SERVICES, INC. (EPRO): P.O. BOX 34]; KS 6)03)TEL [phone],'WW4Y.EPROINC.COM
PI ANSAND DETAILS. THE VMS MEMBRANE SHALL NOT SE PLACED ON TOP OFANY CONCRETE PIERS OR EXTENDED REPAR.
ABOVE THE VENT PIPING:
�
B. FIEND SITUATIONS NOT SPECIALLY DETAILED SHALL BE HANDLED PER THE INTENT OF THESE PLANS AND SPECIFICATIONS WITH
. DURING THE INSTALLATION OF T HE VMS BASE LAYER AND WATERPROOFING MATERIELS IN THE VICINITY OF THE
3. THE VMS MEMBRANE WILL ALSO SERVE AS A MOISTURE MEMBRANE AND WILL REPLACE MY VAPOR OR MOISTURE BARRIER
3, SEAMS SHALL BE OVERLAPPED A MINIMUM OF fi INCHES AND SEALED IN ACCORDANCE WITH THE SPECIFICATIONS SET FORM
THE APPROVAL OF THE VMS DESIGNER THE APPLICATOR /CONTRACTOR MAY SUBMIT SHOP DRAWINGS FOR ALTERNATIVE
ELEVATOR;
SPECIFIED IN THE STRUCTURAL DETAILS. INSTALLATION OF A MOISTURE OR VAPOR BARRIER BETWEEN THE VMS MEMBRANE
IN THESE PLAITS (SEE DETAIL S. SHEET VMS3).
METHODS. SEE STRUCTURAL FOUNDATION PLANS FOR COMPLETE DEPTHS AND DETAILS OF FOOTING. DEPTHS OF FOOTINGS
• PERIODICALLY DURING THE INSTALLATION OF TIE BASE LAYER;
AND BUILDING FLOOR SLAB MAY VOID ME WARRANTY PROVIDED BY THE VMS MEMBRANE MANUFACTURER
SHOWN IN THESE PLANS ARE GENERALIZED, ACTUAL FOOTING DEPTHS MAY VARY.
DURING THE SPRAY APPLICATION OF THE ASPHALTIC LAVER
SA PENETRATION SEALS
. DURING SMOKE TESTING,
B. SYSTEM COMPONENTS
9. APPROPRIATE CARE SHALL BE EXERCISED TO PROTECT THE VMS MEMBRANE MID PREVENT PENETRATIONS SUBSEQUENT TO
• AFTER THE INSTALLATION OF THE PROTECTIVE GEOTEXTILE LAYER, REINFORCING STEEL, ANDALL FOUNDATION FORM
t. WHERE UTILITIES, VENT LINES, PIPING, ELECTRICAL CONDUITS, ETC. PENETRATE THE vm5 MEMBRANE, A 31NCH COLLAR OF
WORK, BUT PRIOR TO AND THROUGHOUTTHE PLACEMENT OF CONCRETE FOR THE FLOOR SLAB:
1. TIE VMS CONSTRUCTION SHALL CONSIST OF, BUT NOT BE LIMITED TO, TIE FOLLOWING:
REINFORCEMENT FABRIC AND ASPHALTIC MEMBRANE SHALL BE PROVIDED TO CREATE A GAS -TIGHT SEAL AROUND THE
ITS APPLICATION. THE VMS MEMBRANE SHALL BE PROTECTED FROM PEDESTRIAN TRAFFIC WITH THE PROTECTIVE
DURING AND AT THE COMPLETION OF THE VERTICAL VERISER PIPING D BLOWER INSTALLATION AND TESTING.
AL MI
PENETRATION IN ACCORDANCE WTTH THE MANUFACTURERS SPECIFICATIONS AS SHOWN ON DETAIL 3, SHEET VMS3.
GEOTEXTILE LAYER. THE PROTECTIVE GEOTEXTILE SHALL BE KEPT FREE OF DIRT AND DEBRIS, TO THE EXTENT POSSIBLE,
•
I . SUPPLY AND INSTALL 4-INCH AGGREGATE LAYER BENEATH FOUNDATION SLAB
UNTIL THE FLOOR SLAB IS POURED. R SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THAT THE
2. FINAL SUBGRADE INSPECTION /PREPARATION SHALL NOT PRECEDE THE VMS INSTALLATION BY MORE THAT 72 HOURS.
b. SUPPLY AND INSTALL 4-INCH PVC SLOTTED VAPOR VENT PIPING AND ASSOCIATED FITTINGS IN GRAVEL TRENCHES LINED
2. WHERE PENETRATIONS SUCH AS ELECTRICAL UTILITY CONDUITS, PLUMBING PIPING, ETC. ARE CONCENTRATED, A CONCRETE
VMS MEMBRANE AND THE PROTECTION SYSTEM ARE NOT PENETRATED AFTER TIE COMPLETION OF TIE INSTALLATION.
WIM GEOTEXTILE. TRENCHES SHOULD BE 12INCHES BELOW FOUNDATION SLAB
PENETRATION BANK WILL BE CONSTRUCTED TO SECURE THE PENETRATIONS IN -PLACE (SEE DETAIL 4, SHEET VMS3)_ THE
3. NOTIFICATION OF NCDEO IS REQUIRED AT LEAST 48 BUSINESS HOURS PRIOR TO INSPECTIONS. NOTE THAT UNDER NO
c. SUPPLY AND INSTALL , -INCH PVC MANIFOLD PIPING
PENETRATION BANK SHALL BE CONSTRUCTED USING A MINIMUM THICKNESS OF 12 INCHES EXTENDING A MINIMUM OF 8INCHES
10.RISERS STUBBED ABOVE THE FLOOR SLAB SHALL BE MARKED, CAPPED, AND PROTECTED UNTIL FINAL COMPLETION WITH
CIRCUMSTANCES SHALL WORK STOP BASED ON RESPONSE OR NON -RESPONSE FROM NCDEQ, BUT THE NOTIFICATION MUST
d. SUPPLY AND INSTALL 60-MIL ASPHALTIC LAVER
FROM ANY PENETRATION, ALLOWING FOR A MINIMUM 64NCH ATTACHMENT OF THE VMS MEMBRANE. SIMILAR TO AN
SLOWER,
TAKE PLACE FOLLOWING THE VMS SUBCONTIRACTOR NOTIFICATION OF THE BEGINNING OF WORK, THE VMS DESIGNER WILL
e. SUPPLY AND INSTALL PROTECTIVE AND BASE GEOTEXTILE LAYERS ABOVE AND BELOW THE ASPHALTIC LAYER
ATTACHMENT TO AN INTERIOR FOOTING. THE TOP OF CONCRETE PENETRATION BANK SHALL BE BELOW THE BOTTOM OF THE
G. INSTALLATION
NOTIFY NCDEO OF TIE INSPECTIONS.
RESPECTIVELY
1. PERFORM SMOKE AND COUPON TESTING OF THE VMS MEMBRANE
SLAB. PENETRATIONS SHALL NOT BE IN CONTACT WITH ADJACENT PENETRATIONS OR OTHER OBJECTS TO ALLOW PROPER
SEALING AROUND THE ENTIRE PENETRATION CIRCUMFERENCE.
G 1 VAPOR COLLECTION PIPING INSTALLATION
4. FIELD QUALITY CONTROL IS A VERY IMPORTANT PART OF ALL APPLICATIONS. THE VMS SUBCONTRACTOR SHALL rucOK H�;S
g. INSTALL WATERPROOFING AS PER PROJECT ARCHITECTURAL PLATS
t. VENT PIPING SHALL BE CONNECTED TO PROVIDE ACAS -TIGHT SEA AT ALL CONNECTIONS AND FITTINGS AND SHALL BE
OWN WORK FOR COVERAGE, THICKNESS, AND ALL-AROUND GOOD WORKMANSHIP.
N. SUPPLY AND INSTALL SCH. 40 PVC VERTICAL VENT RISER PIPING. SAMPLE PORTS AND GAS FITTINGS
8.5 WATERPROOFING
CONSTRUCTED OF MATERIALS THAT COMPLY WITH THE UNIFORM PLUMBING AND MECHANICAL CODES. ALL JOINTS SHALL BE
S. COUPON SAMPLES SHALL BE CUT FROM THE VMS MEMBRANE IN 2 SQUARE INCHES TO REPRESENT A MAXIMUM AREA OF PER
I. COMPLETE CONNECTION OF VERTICAL VENT RISER PIPING TO ROOF AS APPROPRIATE
Y FAILED WITH APPROVED .ANY GLUE R THE PIPING M BE AND MAY
TIGHTLY S OVE MATERIALS GU O SOLVENT USED TO SEAL G UST OW VOC
COMPOSITE SHALL
500 SQUARE FEET OF APPLICATION AND PROVIDED TO THE VMS THE THICKNESS OF THE COMPoSIT
I '. INSTAL RCOF4AOUNTED VACUUM BLOWERS
1. WATERPROOFING SPECIFIED IN THE PROJECT PLAITS SHALL BE PROVIDED BY THE VMS INSTALLE UNLESS OTHERWISE
R
NOT CONTAIN BENZENE 13BUTADIENE ETIYLBEN2ENE TRICHLOROETHENE CE I 4TRIMETHYLBENZENE AND M&P
IT I. '2'
BE MEASURED WITH A DIGITAL IPER HAVING A RESOLUTION OF 1 MIL OR BETTER_ THE THICKNESS OF THE BASE
CAL E
S PROVIDE ELECTRICAL SERVICE BLOWERSTEM AND
DESIGNATED. A WATERPROOFING SYSTEM SHALL BE INSTALLED TO PREVENT THE PASSAGE OF WATER UNDER HYDROSTATIC
XYLENES. COPIES OF MATERIAL SAFETY DATA SHEETS FOR MATERIALS THAT MAY IMPACT BACKGROUND INDOORAIR SHALL
GEOTEXTILE SHALL BE DEDUCTED FROM THE COMPOSITE THICKNESS IN ORDER TO DETERMINE THE THICKNESS OF THE
AN MSROL T
O F EFIESS
SUPPLY AND INSTALL BLOWER CONTROL SYSTEM AND TEST FORELIC
CONDITIONS AND TO MINIMIZE VAPOR INTRUSION OF SUBSURFACE GASES INTO THE BUILDING SEALING THE VMS ASPHALTIC
m. SUPPLY AND INSTALL BLOWER CONTROL PANEL WITH MAGNEHLLIC GAUGES AND A VISUAL AND AUDIBLE ALARM SYSTEM
GAUGES D A VISUAL
MEMBRANE. ALL WATERPROOFING MATERIALS SHALL BE REVIEWED BY THE MS DESIGNER AND VMS MEMBRANE
BE RETAINED BY THE GENERAL CONTRACTOR FOR SUBMITTAL IN THE FINAL REPORT.
ASPHALTIC LAYER. WHEN WARRANTED THE TEST AREA SHALL BE MARKED BY THE VMS DESIGNER FOR REPAIR.
'
AND TEST FOR OPERATION
MANUFACTURER FOR COMPATIBILITY WITH THE ASPHALTIC MEMBRANE AND THE VAPOR CONTAMINATES PRESENT IN THE
2 PLACEMENT OF AGGREGATE ABOVE THE PIPING SHALL NOT BEGIN BEFORE THE VMS DESIGNER HAS INSPECTED THE GRADE
DOCUMENTATION SHALL BE INCLUDED IN THE FINAL REPORT SUBMITTED TO NCDEQ.
SUBSURFACE. MANUFACTURER'S PRODUCT INFORMATION AND INSTALLATION PROCEDURES SHALL BE SUBMITTED TO AND
AND ALIGNMENT OF THE PIPING, THE DEUDING OF THE PIPING AND THE JOINTS BETWEEN THE PIPING. ALL PIPING LOCATED
6. VOIDS LEFT BY SAMPLING SHALL BE PATCHED BY THE VMS SUBCONTRACTOR BY OVERLAPPING THE VOID BY A MINIMUM OF 6
2. ALL MATERIALS ARE TO BE DELIVERED TO THE PROJECT SITE IN THEIR ORIGINAL UNBROKEN PACKAGES BEARING THE
APPROVEDAMINIMUM OF FOUR WEEKS PRIORTO INSTALLATION.
WITHIN THE AGGREGATE LATER SHALL BE PROTECTED FROM PHYSICAL DAMAGE. DOCUMENTATION SHALL BE INCLUDED IN
INCHES. A THIN TACK GOAT OF ASPHALTIC EMULSION SHALL BE APPLIED TO ADHERE TO TIE GEOMXTILE BASE PATCH.
MANUFACTURER'S LABEL SHOWING BRAID, WEIGHT,VOLUME, BATCH NUMBER AND DATE. MATERIALS ARE TO BE STORED AT
THE FINAL REPORT SUBMITTED TO NCDEQ.
SPRAY OR TROWEL APPLIED ASPHALTIC EMULSION SHALL THEN BE APPLIED TO A 100 MIL MINIMUM DRY THICKNESS,
THE PROJECT SITE IN STRICT COMPLIANCE WITH THE MANUFACTURERS INSTRUCTIONS.
2. THE VMSNJATERPROOFING INSTALLER SHALL BE A MANUFACTURER -AUTHORIZED INSTALLER WHO IS TRAINED AND PERFORMS
EXTENDING AT LEAST 31NCHES BEYOND THE GEOTEXTILE PATCH.
WORK IN ACCORDANCE WITH MANUFACTURER STANDARDS AND POLICIES. FOR PROJECTS REQUIRING A NO -DOLLAR LIMIT
3. SUB -SLAB TRANSITION PIPING GREATER THAN 10 FEET IN LENGTH SHOULD HAVE t/,INCH DIAMETER WEEP HOLES DRILLED ON
II. VAPOR MITIGATION SYSTEMO
LABOR AND MATERIAL WARRANTY, THE WATERPROOFING INSTALLER MUST M MANUFACTURER CERTIFIED AT THE TIME OF
THE BOTTOM OF THE PIPE APPROXIMATELY EVERY 5 FEET.
T. ON CONCRETE SURFACES, THE VMS MEMBRANE SHALL BE CHECKED FOR COVERAGE WITH A UGHTLY OILED, NEEDLE NOSE
BIDDING. PLEASE CONTACT THE SELECTED MANUFACTURER FOR WARRANTY TERMS AND CONDITIONS AND ADDITIONAL
DEPTH GAUGE. THE MINIMUM READING SHALL BE RECORDED AND THE TEST AREA SHALL BE MARKED FOR REPAIR BY THE VMS
A. GAS VENT SYSTEM
INFORMATION.
4. SOLID RISER PIPE SHALL BE LOCATED WITHIN THE WALLSICHASES OR SHALL BE SIMILARLY PROTECTED FROM PHYSICAL
DAMAGE. DAMAGE INCURRED DURNG CONSTRUCTION OR OCCUPMNCY COUMD FELT SYSMM PERFORMANCE.
DESIGNER.
AGGREGATELAYER
THE OWNER AND THE VMS DESIGNER SHALL NOT BE Al AL Al C. QUITY ASSURANCE .CONCRETE TEST AREAS SHALLSS BE PATCHED WITH ASPHALTIC MEMBRANE TO MIL MINIMUM DRY THICKNE,EXTENDING
RESPONSIBLE IN ANY WAY FOR CONTRACTORS AND A MINIMUM ,-INCH LAYER O SANB-BR RAVEL AGGREGATE SHALL BE PROVIDED BENEATH THE FOUNDATION SLAB. THE G 2 SUB -SLAB MONITORING POINTS S AMINIMUM OF 1 INCH BEYOND THE TEST PERIMETER.
SUBCONTRACTORS COMPLUWCE WITH THE 1. THE VMS SUBCONTRACTOR SHALL BE TRAINED AND APPROVED BY THE VMS MATERIAL MANUFACTURER. THE VMS
AGGREGATE LAYER SHALL BE A FINE TO MEDIUM AGGREGATE AND CONTAIN NO MORE THAN 5%FINES (I.E. s5 % PASSING #200 1. PRIOR TO DURING THE INSTALLATION OF THE VMS PIPING, SUBSLAB VACUUM MONITORINGNAPORSALMPLING POINTS WILL BE
"OCCUPATIONAL SAFETY AND HEALTH SUBCONTRACTOR SHALL PROVIDE THE VMS DESIGNER WITH ALETTER FROM THE MANUFACTURER A CONFIRMING THAT THE 9. EACH COMPLETED AREA OF VMS MEMBRANE SHALL BE SMOKE TESTED AT THE COMPLETION OF THE INSTALLATION IN
SIEVE), THE GRADATION OF THE AGGREGATE PLACED BELOW THE MEMBRANE SHALL MEET THE FOLLOWING SPECIFICATIONS () INSTALLED. VAPOR PIN INSERTS WILL BE USED TO FACILITATE THE INSTALLATION OF A VAPOR PIN WITHIN THE BUILDING
REGULATION$' OF THE U.S. DEPARTMENT OF LABOR VMS SUBCONTRACTOR RETAINED BY THE OWNER FOR THE PERFORMANCE OF THIS SCOPE OF WORK IS CERTIFIED BY THE ACCORDANCE WITH MANUFACTURERS PROTOCOL TO CONFIRM THE INTEGRITY OF THE VMS MEMBRANE. ONE SMOKE TEST
AND ALL LOCAL AND STATE REGULATION$. OR AS SPECIFIED IN THE GEOTECHNICAL REPORT IF APPROVED BY THE VMS DESIGNER: FOOTPRINT SHOWN ON SHEET VMS-2 THE VAPOR PIN AND INSERT IS SHOWN AS DETAIL 21, SHEET VMS-3.
MANUFACTURER FOR INSTALLATION OF THE MATERIAL; AND (B) WARRANTING ITS MATERIAL TO BE FREE OF DEFECTS WHEN SHALL BE CONDUCTED FOR A MAXIMUM OF EVERY 2,500 SQUARE FOOT AREA ANY LEAKS WHICH ARE IDENTIFIED SHALL BE
CONTRACTOR AGREES THAT HE SHALL ASSUME ZI WEE Peranl PaaeEN THAT MATERIAL IS INSTALLED BY THE VMS SUBCONTRACTOR THIS LETTER SHALL SE RETAINER BY THE GENERAL 2. PRIOR TO INSTALLATION OF THE VMS MEMBRANE, CONFIRM THE FINAL SLAB HEIGHT AND LOCATION OF THE VAPOR PIN WITH REPAIRED AND RETESTED UNTIL ALL LEAKS MRFORATONS ARE ELIMINATED. DOCUMENTATION SHALL BE INCLUDED IN THE
SOLE AND COMPLETE RESPONSIBILITY FOR JOB 1 W 14-GRAVEL 3,8' GRAVEL CONTRACTOR FOR INCLUSION IN THE FINAL REPORTTO NCDEQ. THE GC. INSTALL A THREADED ROD THAT EXTENDS FROM THE AGGREGATE BASE TO ABOVE THE PROPOSED SLAB SURFACE. FINAL REPORT SUBMITTED TO MCUEQ S9.
SITE CONDITIONS DURING THE COURSE OF NNTD.9 t 1-OD9HA, PLACE THE VAPOR PIN INSERT ON THE THREADED ROD AND ADD VENT HOLES TO THE BOTTOM OF THE INSERT THAT ARE
CONSTRVCTION OF THIS PROJECT, INCLUDING 18 3�,' 9&t00 t00 2_ A -INSTALLATION CONFERENCE SHALL BE HELD PRIOR TO THE APPLICATION OF THE VMS MEMBRANE TO COORDINATE BELOW THE MEMBRANE. INSTALL THE CAP ON THE VAPOR PIN INSERT MAKING SURE IT IS LEVEL WITH THE FINAL FLOOR IO.PRIOR TO PLACING THE CONCRETE SLAB OVER THE VMS MEMBRANE, THE VMS SUBCONTRACTOR SHALL CERTIFY IN WRITING
SAFETY OF ALL PERSONS AND PROPERTY, THAT Nn. 30 55-)5 3/8- 2Db5 )0.95 PROPER SUBSTRATE AND INSTALLATION CONDITIONS AND PROCEDURES. THE VMS SUBCONTRACTOR SITE SUPERINTENDENT, THAT THE VMS MEMBRANE HAS BEEN INSTALLED AND TESTED IN ACCORDANCE WTM THE MANUFACTURERS SPECIFICATIONS
THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 10. alD 0.25
ANDIOR SLAB SURFACE.
O N°' 4 THE FOUNDATION SUBCONTRACTOR 3UBSLAB UTILITY CONTRACTORS, AND THE VMS DESIGNER SHALL BE PRESENT AT THIS AND IS FREE OF LEAKS, AND RASA MINIMUM THICKNESS OF 60 MILS.
AND NOT BE LIMITED TO NORMAL WORKING HOURS, t0D 2-1D NP.0 os 0.1D
ASTM C 131 Ten Gletlin MEETING.
9
3. SEA THE VAPOR PIN INSERT AS A VMS MEMBRANE PENETRATION DETAIL 3 SHEET VM33 AND SMOKE TEST THE VAPOR PIN AND THAT THE CONTRACTOR SHALL DEFEND, ( ) 11 SERVICE LISTED IN THIS SPECIFICATION AS BEING REQUIRED BY THE VMS DESIGNER ARE DEPENDENT UPON OWN=F
INDEMNIFY, AND HOLD THE OWNER AND THE VMS
DESIGNER HARMLESS FROM ANY AND ALL LIABILITY
REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT,
EXCEPT FOR LIABILITY ARISING FROM THE SOLE
NEGLIGENCE OF THE OWNER OR THE VMS
DESIGNER.
IN CASE OF CONFLICT BETWEEN THESE PLANS AND
OTHER SITE DESIGN DOCUMENTS AND/OR
MANUFACTURER SPECIFICATIONS I REQUIREMENTS
THE APPROPRIATE PARTIES / COMPANIES WITH
CONFLICTING DOCUMENTATION SHALL CONFER TO
DETERMINE A MUTUALLY AGREED UPON SOLUTION_
2. THE AGGREGATE WILL BE PLACED IMMEDIATELY BELOW THE VAPOR BARRIER AND LINE THE TRENCHES FOR THE SUB -SLAB 3. THE INSTALLATION OF THE VMS MEMBRANE SHALL BE CLOSELY MONITORED BY THE VMS DESIGNER OR HIS DESIGNATED INSERT. FOLLOWING THE SLAB POUR, THE VMS DESIGNER WILL CLOSELY OBSERVE THE REMOVAL OF THE THREADED ROD AND AUTHORIZATION OF SAID SERVICES TO VMS DESIGNER AND NOTIFICATIONS TO THE VMS DESIGNER OF THE PROJECT STAT..F
VAPOR COLLECTION PIPING. REPRESENTATIVE. INSPECTIONS SHALL BE PERFORMED PRIOR TO, WRING, AND SUBSEQUENT TO TIE INSTALLATION OF THE VAPOR PIN INSTALLATION. APPLY THE CAP WHEN POINT IS MOT IN USE. APPLY A METAL COVER TO THE FINAL FLOOR SURFACE BY THE VMS SUBCONTRACTOR. IF THESE SERVICES ARE NOT PERFORMED BY THE VMS DESIGNER, THE MANUFACTURERF.
VAPOR VENT PIPING AND APPLICATION OF THE VMS MEMBRANE. IT IS THE RESPONSIBILITY THE VMS SUBCONTRACTOR TO FOR ACCESS DURING PRESSURE MONITORING EVENTS. WARRANTY MAY BE VOIDED.
3. ANY AGGREGATE REMOVED DURING PLACEMENT OF UTILITIES MUST BE PLACED BACK TO LEVEL GRADE AND COMPACTED AS NOTIFY THE OWNER AND VMS DESIGNER WITHIN 72 HOURS OF BEGINNING ANY PORTION OF THIS WORK.
SPECIFIED IN THE PROJECT PLANS AND SPECIFICATIONS. UTILITIES PLACED IN THE AGGREGATE LAYER MAY NOT BE LARGER G.3 VMS MEMBRANE AND PROTECTIVE LAYER INSTALLATIONS
THAN 1-INCH IN DIAMETER. UTILITIES LARGER THAN 1-INCH IN DIAMETER MUST BE BURIED INTO THE SUBGRADE SUCH THAT NO 4. ALL SURFACES TO RECEIVE THE VMS MEMBRANE SHALL BE INSPECTED AND APPROVED BY THE VMS SUBCONTRACTOR FOR
MORE THAN 1 INCH OF THE AGGREGATE LAYER IS AFFECTED. THE PERFORMANCE OF THIS SCOPE OF WORK AND BY THE VMS DESIGNER PRIOR TO COMMENCING WORK. FIELD REPORTS
t. THE SUBGRADE SHALL BE MOISTURE CONDITIONED AND COMPACTED BY THE GRADING CONTRACTOR PS SPECIFIED IN THE
AND PHOTOGRAPHS OF THE INSPECTIONS SHALL BE INCLUDED IN THE FINAL DELIVERABLE TO NCDEQ.
PROJECT PLANS AND SPECIFICATIONS. THE FINISHED SURFACE SHALL BE SMOOTH UNIFORM AND FREE OF DEBRIS AND
4. THE SUBGRADE UNDER THE AGGREGATE SHALL BE ROLLED SMOOTH AND MOISTURE CONDITIONED AS NECESSARY TO STANDING WATER. FINAL SUBGRADE INSPECTONIPREPARATION SHALL NOT PRECEDE THE VMS INSTALLATION BY MORE THAN
ACHIEVE THE COMPACTION SPECIFIED IN THE GEOTECHNICAL ENGINEERS SPECIFICATION. 5. PRIOR TO PLACING THE FLUOR SLAB OVER THE MEMBRANE, THE VMS DESIGNER SHALL INSPECT AND APPROVE THE 72 HOURS.
MEMBRANE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. CONSTRUCTION OF THE FLOOR SLAB SHALL NOT
A 2 SUB -SLAB VAPOR COLLECTION PIPING PROCEED WITHOUT WRITTEN CERTIFICATION OF THE SUCCESSFUL INSTALLATION BY THE VMS SUBCONTRACTOR. 2. THE AGGREGATE LAYER SHALL BE MOISTURE CONDITIONED AND COMPACTED AS SPECIFIED IN THE PROJECT PLANS AND
1. SUI SLM VAPOR COLLECTION PIPING SHALL BE COMPRISED OF SCH40,-INCH DIAMETER POLY VINYL CHLORIDE )PVC) 0.020 DOCUMENTATION OF PROPER INSTALLATION SHALL BE INCLUDED IN THE FINAL REPORT TO NCDEQ. SPECIFICATIONS.
SLOTTED OR EQUIVALENT (SEE DETAIL I, SHEET VMSJ) D. SUBMITTALS
3. IF THE VMS MEMBRANE IS TO BE PLACED ON A CONCRETE SURFACE, CONCRETE SURFACES SHALL BE LIGHT BROOM FINISHED
2. VAPOR COLLECTION PIPING SHALL BE INSTALLED AT LOCATIONS SHOWN ON VMS2 AND PLACED IN TRENCHES BELOW THE F THE VMS SUBCONTRACTOR SHALL SUBMIT ANV UPDATES OR REVISIONS TO THE MANUFACTURERS MATERIAL DATA AND OR SMOOTHED, FREE OF ANY DIRT, DEBRIS, LOOSE MATERIAL, RELEASE AGENTS OR CURING COMPOUNDS. ALL VOIDS MORE
4-INCH AGGREGATE LAYERISM DETAIL I, SHEET VMSS). GRAVEL PLACED ARWND THE VAPOR VENT PIPING SHALL CONFORM RECOMMENDED INSTALLATION PROCEDURES TO THE VMS DESIGNER FOR REVIEW AND APPROVAL AT LEAST ONE WEEK PRIOR THAN UINCH IN WIDTH SHALL BE PROPERLY FILLED WTM NON -SHRINK GROUT OR AS SPECIFIED IN THE PROJECT PLANS AND
TO THE SPECIFICATIONS IN SECTION A t 1 OF THIS SHEET. THE CONSTRUCTION OF THE VMS MEMBRANE. SPECIFICATIONS MASONRY JOINTS SHALL BE STRUCK SMOOTH WITH A METAL TROWEL ALL PENETRATIONS SHALL BE
TO
PREPARED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS.
3. THE GRAVEL TRENCHES SHALL BE LINED WITH A NON -WOVEN GEO-TEXTILE FROM THE BOTTOM OF THE TRENCH TO THE VMS 2 THE VMS SUBCONTRACTOR SHALL SUBMIT REPRESENTATIVE SAMPLES OF THE FOLLOWING TO THE VMS DESIGNER FOR
MEMBRANE. VAPOR COLLECTION PIPING SHALL BE PLACED SUCH THAT NO AREA BENEATH THE SLAB&OMDATION IS MORE APPROVAL
-APPROXIMATELY 25 FEET FROM THE VAPORCOLLECTON PIPING BASE BOND AND UPPER PROTECTIVE MATERIALS
4. VAPOR COLLECTION PIPING SHALL BE CONNECTED TO SCH40 4-INCH DIAMETER SOLID TRANSITION PIPING AND MANIFOLDED • VMS MEMBRANE MATERIAL
TO A &INCH RISER PIPE USING A, -INCH TO &INCH ECCENTRIC REDUCER (SEE DETAIL 26. SHEET VMS-3). THE 6-INCH PVC • BASE GEOTEXTLES
RISER PIPING WILL TRANSITION TO STEEL OR CAST IRON BENEATH THE SLAB TURNING UP THROUGH THE FLOOR SEAS AND TO • AGGREGATE MATERIAL
THE ROOF WITHIN A PLUMBING CHASE. • SLOTTED VAPOR COLLECTION PIPING
4. ALL VMS MEMBRANE PENETRATIONS SHALL BE PREPARED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WHERE
POSSIBLE, ANY FORM STAKES THAT PENETRATE THE VMS MEMBRANE SHALL BE RE -BAR WHICH SHALL BE BENT OVER AND
LEFT IN THE SLAB.
5. TRENCHES
6. TIE WALLS OF FOOTING OR UTILITY TRENCHES SHALL BE SMOOTH AND FREE OF ROOTS OR PROTRUDING ROCKS.
3. AT THE COMPLETION OF INSTALLATION, THE VMS SUBCONTRACTOR SHALL SUBMIT A LETTER TO THE VMS DESIGNER AND TO
S. ALL TRANSITION PIPING SHALL BE IN PLACE PRIOR TO POURING THE FOUNDATION GRAOE BEAMS OR FOOTINGS WHEN POURED THE OWNER CERTIFYING THAT VMS INSTALLATION WAS COMPLETED IN ACCORDANCE WITH THE PROJECT PLANS AND ). IF ORGANIC MATERIALS WITH POTENTIAL FOR GROWTH E.G. SEEDS OR GRASSES) ME PRESENT WITHIN THE SUBGRADE, THE
SEPARATELY FROM ME FLOOR SLAB. THE PIPING TRANSITIONS SHALL BE ACCOMPLISHED IN COMPLIANCE WITH THE ALL SPECIFICATIONS AS WELLAS MANUFACTURER SPECIFICATIONS. GENERAL CONTRACTOR SHALL APPLY A SOB STERILANT AT THE MANUFACTURER'S RECOMMENDED RATE PRIOR TO THE
APPLICABLE BUILDING CODES AND WITH THE APPROVAL OF THE PROJECT STRUCTURAL ENGINEER ANDIOR BUILDING OFFICULL. INSTALLATION OF THE VMS MEMBRANE.
TRANSINON PIPING SHALL BE GLUED TOGETHER AND INSTALLED AT A SLOPE TO PREVENT MOISTURE CONDENSATE BUILD P 4. UPON COMPLETION OF CONSTRUCTION, A REPORT WILL BE SUBMITTED TO NCDEQ UNDER LICENSED P.E. SEA. THE REPORT
AND ALLOW DRAINAGE TO AGGREGATE. WILL SUMMARIZE THE INSTALLATION, OA/OC MEASURES, SYSTEM EFFECTIVENESS TESTING, AND DOCUMENTATION THAT THE g THE BASE LAYER SHALL FIRST BE LAID ON THE AGGREGATE LAYER IN ACCORDANCE WITH THE MATERIAL MANUFACTURER'S
VMS WAS INSTALLED IN ACCORDANCE WITH THE DESIGN OBJECTIVES. THE REPORT WILL ALSO INCLUDE THE FOLLOWING: SPECIFICATIONS. ALL SEAMS SHALL BE OVERLAPPED A MINIMUM OF 6 INCHES. ANT OPEN UTILITY OR OTHER TRENCH
6. MY PVC GLUES USED TO CONNECT SUSSLAS PIPING SHALL BE LOW-VOC, AND SHALL NOT CONTAIN BENZENE, 1,3 UTADIENE, AS UILT DRAWINGS, INSPECTION LOGS, PHOTOGRAPHS, FIELD LOGS, COMPLETION LETTER FROM VMS SUBCONTRACTOR, PRESENT AT THE TIME OF APPLICATION SHALL BE LINED WITH PROTECTIVE BASE LAYER EXTENDING AT LEAST 61NCHES ONTO
ETHYLBENZENE, TRICHLOROETHENE RCEI, E2p-TRIMEMYLBENZENE, AND MBP XYLENES. AND MATERIAL SAFETY DATA SHEETS FOR MATERIALS USED DURING CONSTRUCTION THAT COULD IMPACT BACKGROUND
THE ADJOINING SUBGRADE. THE BASE LAYER SHALL BE IN INTEGRAL CONTACT WITH ALL INTERIOR FOUNDATION CORNERS
A.3 ABOVE SLAB GAS VENT RISER INDOOR AIR CONCENTRATION. ASPHALTIC MEMBRANE SHALL BE SPRAY APPLIED AT ALL OVERLAPPED SEAMS TO A THICKNESS OF 60 MILS MINIMUM.
1. VEAL RISER TO THE ROOF SHALL BE COMPRISED O &INCH UIMETER SCH40 PVC RISER PIPING SHALL BE LOCATED WITHIN 5. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COLLECT AND MAINTAIN A DATABASE OF MATERIAL SAFETY 9. INSTALL THE PROTECTIVE BOND LAYER OVER THE NOMINALLY CURED ASPHALTIC LAYER NO LATER THAN RECOMMENDED BY
THE WALLSXHASES OR INSTALLED ADJACENT TO INTERIOR SUPPORT COLUMNS. DATA SHEETS FROM ALL RELEVANT SUBCONTRACTORS AND THE COMPLETION LETTER FROM THE MS SUBCONTRACTOR. MANUFACTURER AND BEFORE STARTING SUBSEQUENT CONSTRUCTION OPERATIONS. VISUAL INSPECTION AND SMOKE
TESTING MUST BE PERFORMED PRIOR TO PLACING THE PROTECTIVE LAYER OVER THE ASPHALTIC LAYER
2. THE RISER PIPE TO THE RIDGE SHALL BE FULLY SUPPORTED THROUGH THE ENTIRE HEIGHT OF THE BUILDING WI PIPE E. WARRANry
CLAMPS OR SIMILAR, SUCH THAT NO DOWNWARD FORCE (DUE TO THE WEIGHT OF THE RISER PIPE) IS EXERTED ON THE G < SEALING PENETRATIONS
SU85LA6 VENTING SYSTEM. 1. THE OWNER REQUIRES WARRANTYFOR THE VMS MEMBRANE AND WATERPROOFING.
1. ALL PENETRATIONS SHALL BE CLEANED AND PREPARED TO PROVIDE PROPER ADHESION OF THE ASPHALTIC LAYER FOR A
3. A RISER PIPING SAMPLE PORT SHALL BE INSTALLED TO ACCESS THE VENT SYSTEM FOR MONITORING. THE SAMPLE PORT 2, MANUFACTURER MAY REQUIRE SUBMITTAL OF DESIGN DOCUMENTS, ENVIRONMENTAL REPORTS, GEOTECHNICAL REPORTS, VAPOR TIGHT SEAL METAL PENETRATIONS SHALL BE SANDED CLEAN AND PREPARED USING EMERY CLOTH FOR PROPER
SHALL CONSIST OF AN SX&INCH MEDIUM SECURFDAOCESS DOOR AND A STAINLESS STEEL HEX REDUCING BUSHING MNPT X OR OTHER DOCUMENTATION FOR REVIEW PRIOR TO ISSUING A WARRANTY, AND ADDITIONAL COSTS MAY APPLY. PLEASE ADHESION OF THE ASPHALTIC LAYER
FNPT 12Xt/4-INCH WITH REMOVEABLE MALE GUIGK CONNECT FIRING (SEE DETAILS 17,10, AND 25 SHEET VM53)
CONTACT THE SELECTED MANUFACTURER FOR WARRANTY TERMS AND CONDITIONS AND ADDITIONAL INFORMATION.
2. ALL PENETRATIONS SHOULD BE SECURED PRIOR TO INSTALLATION OF THE VMS MEMBRANE SYSTEM. PENETRATIOUS SHALL
4. PLACARDS SHALL BE INSTALLED ON EACH VENT RISER APPROXIMATELY EVERY 5 FEET AND AT ANY EXPOSED RISER PIPING 3. MANUFACTURERS EXTENDED WARRANTIES MUST BE REQUESTED BY THE OWNER PRIOR TO VMS INSTALLATION BID NOT BE IN CONTACT WITH ADJACENT PENETRATIONS OR OTHER OBJECTS TO ALLOW PROPER SEALING AROUND THE ENTIRE
(SEE DETAIL 24. SHEET VMSS). REQUESTS. PENETRATION CIRCUMFERENCE. WHERE PENETRATIONS SUCH AS ELECTRICAL CONDUITS, PLUMBING PIPING, EEC ARE
F. JDS CONDITIONS CONCENTRATED, A CONCRETE PENETRATION BANK WILL BE CONSTRUCTED PRIOR TO VMS MEMBRANE PLACEMENT THE
5. A VMS MEMBRANE IDENTIFICATION SIGN SHALL BE INSTALLED IN UTILITY AND MECHANICAL ROOMS (SEE DETAIL 23, SHEET CONCRETE PENETRATION BANK WILL CONSIST OF A MINIMUM THICKNESS OF 12 INCHES OF CONCRETE, EXTENDING A MINIMUM
VMS-3) . THIS SIGN IS TO BE PLACED ON THE WALLS AT EYE LEVEL AND SHALL NOT BE COVERED OVER THE LOCATION OF THIS I THE AREAS ADJACENT TO TIE VMS MEMBRANE ARE TO BE PROTECTED BY THE VMS SUBCONTRACTOR FOR THE OF a INCHES BEYOND THE EDGE OF EACH PENETRATION TO ALLOW FOR ATTACHMENT OF THE VMS MEMBRANE (SEE DETAIL 4,
NOTIFICATION WILL BE DETERMINED BY TIE CONTRACTOR GAINER OR BUILDING OFFICIAL. PERFORMANCE OF THIS SCOPE OF WORK WRING THE INSTALLATION PROCESS. WHERE NECESSARY, MASKING OR OTHER SHEET VMSS).
B. VMS MEMBRANE PROTECTIVE MEASURES SHALL BE UTILIZED TO PREVENT STAINING OF SURFACES BEYOND THE LIMITS OF THE APPLICATION.
3. THE BASE LAVER SHALL BE CUT AROUND PENETRATIONS SO THAT IT LAYS FLAT ON THE SUBGRADE. THERE SHOULD NOT BE A
Bt MATERIALS 2. WORK IS TO BE PERFORMED ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS ARE WITHIN THE GAP LARGER THAN IA -INCH BETWEEN THE BASE LAYER AND THE PENETRATION KIM DETAIL 3, SHEET WS-3).
MANUFACTURER RECOMMENDATIONS FOR THE MATERIAL AND PRODUCT USED. THE APPLICATION OF ME VMS MEMBRANE
1. THE VMS MEMBRANE SHALL CONSIST OF A SPRAYED -ON OR LOCALLY TROWEL APPLIED. ASPHALTIC EMULSION LAYER COMPOUNDS SHALL BE SUSPENDED IF THE AMBIENT TEMPERATURE FALLS BELOW 4S F, OR DURING PERIODS OF 4' APPLY ONE COAT OF ASPHALTIC MEMBRANE TROWEL GRADE OR ASPHALTIC MEMBRANE SPRAY TO THE BASE GEOTEXTLE
BETWEEN TWO LAYERS OF PROTECTIVE GEOTEXTILE MATERIAL. PRECIPITATION. APPLICATION OF THE VMS MEMBRANE MAY BE PERFORMED BELOW 4 F, BUT ONLY WTM WRITTEN LAVER AND AROUND THE PENETRATIONS AT A THICKNESS OF 60 MILS. PENETRATIONS SHOULD BE TREATED IN A 6-INCH
RADIUS AROUND THE PENETRATION AND 31NCHES ONTO THE PENETRATION OBJECT
2. INSTALLATION OF THE BASE LAYER AND PROTECTIVE FABRIC SHALL BE INSTALLED IN ACCORDANCE WITH THE
PERMISSION FROM THE VMS DESIGNER AND MATERIAL MANUFACTURER. .
MANUFACTURER'S SPECIFICATIONS UNLESS OTHERWISE SPECIFIED AND APPROVED BY THE VMS DESIGNER 5. BASE GEOTEXTILE LAYER BOND MATERIAL OR REINFORCEMENT FABRIC SHALL BE USED AS AN EMBEDDED GEOTEXTILE LAYER
3. AMINIMUM CLEARANCE OF 241NCHES IS REQUIRED FOR ATYPICAL SPRAY APPLICATION OF ME ASPHALTIC LAYER. FOR AREAS COLLAR PLACED AFTER THE FIRST APPLICATION OF THE ASPHALTIC MEMBRANE SPRAY OR ASPHALTIC MEMBRANE TROWEL
B2 BASE AND PROTECTIVE LAYERS WITH LESS THAN 241NCH CLEARANCE, THE ASPHALTIC LAYER MAY BE APPLIED BY HAND.
GRADE. THEN SPRAY A SECOND 80 MIL COAT OVER THE EMBEDDED REINFORCING LAYER ENSURING THE COMPLETE
1. THE BASE LAYER SMALL CONSIST OF A CHEMICALLY RESISTANT POLYPROPYLENE GEOTEXTILE MATERIAL SUPPLIED BY THE 4_ ALL PLUMBING, ELECTRICAL, MECHANICAL AND STRUCTURAL ITEMS THAT ARE LOCATED BENEATH OR THAT PASS THROUGH SATURATION OFTHE EMBEDDED LAVERAND TIGHT SEAL AROUND THE PENETRATION.
MANUFACTURER AND APPROVED BY THE VMS DESIGNER THE BOTTOM BASE LAYER IS INSTALLED AS A CARRIER FABRIC FOR THE VMS MEMBRANE SHALL BE POSITIVELY SECURED IN THEIR PROPER POSITIONS AND APPROPRIATELY PROTECTED PRIOR
THE VMS MEMBRANE. TO APPLICATION OF THE ASPHALTIC LAYER. ADDITIONALLY, OBJECTS USED TO SUPPORT UTILITIES PRIOR TO POURING THE
SLAB SHALLBESOUD. HOLLOW STEEL TUBING IS -ACCEPTABLE.
1. POST -OCCUPANCY TESTING
PRESSURE FIELD EXTENSION WIL BE MEASURED AT THE VMS MONITORING POINTS USING A MIGROMANOMETER CAPABLE OF
MEASURING A VACUUM TO 0.001 INCHES OF WATER (IN WC.). TESTING WILL BE CONDUCTED ON A MONTHLY BASIS FOR ME
FIRST YEAR WITH COLLECTED INFORMATION SUBMITTED TO THE BROWNFIELDS PROJECT MANAGER ON A QUARTERLY BASIS.
BASED ON THE FIRST YEAR OF PRESSURE READINGS, AND WITH APPROVAL OF THE BROWNFIELDS PROGRAM, PRESSURE
TESTING MAY BE COLLECTED QUARTERLY AND DATA WOULD BE SUBMITTED WITH THE ANNUAL LAND USE RESTRICTION
UPDATE.
RECOMMENDED VAPOR MITIGATION SYSTEM TASKS SUMMARY
TASKS TO BE COMPLETED RECOMMENDED CONTRACTOR'TRADE
SPONSISUE MR SK
GC VMS SUB CONTRACTOR
SUBGRADE PREPARATION
PLACEMENT OF 44NCH MIN. COMPACTED AGGREGATE LAYER ABOVE
DE.
X
RMAAR
PREPARATION OF AGGREGATE TO ALLOW FOR MEMBRANE ATTACHMENT TO
VERTICAL AND HORIZONTAL SURFACES
X
CONSTRUCTION OF t2-INCH THICK CONCRETE PENETRATION BANKS WHERE
UTILITY CONDUITS ARE CONCENTRATED.
INSTALL WATRE PROOFING UNDER SLAB SYSTEM PER MANUFACTURERS
INSTRUCTIONS AND ARCHITECTURAL PLANS
INSTALLATION OF VEAL SYSTEM
EXCAVATION OF TRENCHES FOR VAPOR COLLECTION PIPING, TRANSITION
PIPING, AND GEOTEXTILE FABRIC TO LINE TRENCHES
INSTALLATION OF PIPE TRAMITIONSTHROUGH GRADE BEAMSOR THICKENED
SLABS.
X
INSTALLATION OF VAPOR COLLECTION PIPING AND TRANSENON PIPING
X
CONNECTION OF ME VAPOR COLLECTION TO PIPE COUPLINGS.
BACKFILLOFAGGREGATEOVERTHEHFADER PIPE AND VAPOR COLLECTION
PIPING AFTER INSTALLATION IS COMPLETED.
X
X
CONNECTOR OF THE EXHAUST PIPE TO A ROOF MOUNTED VACUUM BLOWER.
X
INSTALLATION OF VENT PIPE RISER SAMPLE PORTS AND ACCESS PANEL ON
INTERIOR WAIL
X
INSTALLATON OF 4-INCH VERTICAL VENT RISERS, ENDING A MINIMUM OF 2V
A80VE FINISHED ROOF.
X
INSTALLATION AND TESTING OF ROOF MOUNTED BLOWER, CONTROL SYSTEMS.
AND ALARMS
X
INSTALLATION OF GAS VAPOR MEMBRANE
REMOVAL OF EXCESS SOILS FROM BUILDING PAD AND SITE, IF NECESSARY,
X
PLACEMENT OF BASE GEOTEXTILE LAYER AND VMS MEMBRANE.
X
SEALING OF ALL FLOOR SLAB PENETRATIONS
X
PLACEMENT OF GEOTEXTILE LAYER OVER VMS MEMBRANE.
X
PERFORMANCE OF SMOKE TEST AND FINAL OC OF VMS MEMBRANE.
X
INSPECTION OF SYSTEM BY CERTIFIED VMS MEMBRANE TECHNICW4 DURING
INSTALLATION.
X
INSTALLATION OF SUB -SLAB MONITORING PONTS
X
%
STANDARD OF CARE AND LIMITATIONS
TERRACON'S SERVICES WILL BE PERFORMED IN A MANNER CONSISTENT WITH GENERALLY ACCEPTED PRACTICES OF THE
PROFESSION UNDERTAKEN IN SIMILAR DESIGNS IN THE SAME GEOGRAPHICAL AREA DURING THE SAME TIME PERIOD. PLEASE
NOTE THAT TERRACON DOES NOT WARRANT ME WORK OF THIRD PARTIES SUPPLYING INFORMATION USED IN THE
OF WORK AGREED WITH YOU, OUR CLIENT, AS REFLECTED IN OUR PROPOSAL
�Iap4MMFTEF.
r
0
0 J
odr
W1A� y�ry r �m
Y V
f%
• !7
i
v
Z
J
W
_
W
J :D
/�
p
Z
OO
IL...
IV�I.)
z
W
Z
_
W
2
Z
w
J
0
E D
o
7U
O Z
' T
yU
(�
�Q
U
co
w
Lu
z
o
VJ
LU
J
a/•�_
LL
❑
At
Z
o
N
Z
m
Ln
�
LL
U
0
u -0
cc
Q)
Ill
N
� O
N IY
2
�
m
N
4

1.0 ROOF UNTEDREGENERAMV BLOWERSYSTEM(SEEDUNLSI&2SHEETVMS-5)
A THE PROPOSED ACTIVE VMS SYSTEM MAY UTILIZE A MINIMUM OF TWO RADIAL BLOWERS TO DRAW A VACUUM FROM
EXTRACTION LATERALS BENEATH THE BUILDING'S FLOOR SLAB. THE BLOWER PERFORMANCE WILL MEET A FLOW OF 300
STANDARG CUBIC FEET PER MINUTE (SCFM) AND 100 CFM AT 11 IN. WC. (PLUS ANY LOSSES IN PIPELINE) AT THE SYSTEM
RISERS. THE BLOWERS SHALL BE DESIGNED TO BE INTRINSICALLY SAFE TO EXPLOSIVE GASES AND ADJUSTABLE TO
ALLOW FOR VARIABLE AIRFLOW. INTERNAL COMPONENTS MUST BE COMPRISED OF WO PARKINGMATERIALS.
B. THE INSTALLATION AREA FOR THE BLOWER SHALL BE CLASSIFIED AS CLASS 2, DIVISION 2, ELECTRICAL HAZARDOUS AREA
AS DEFINED BY THE NATIONAL ELECTRIC CODE (NEC). ALL HELD WIRING, BLOWERS, AND SENSOR SCOTCHES SHALL BE
RATEDACCEPTABLE FOR INSTALLATION INSIDE A CLASS 2 DIVISION 2 HAZARDOUS LOCATION AS DEFINED BY THE NEC.
C. THE BLOWERS SHALL BE UL LISTED AND RATED FOR CONTINUOUS, ALL WEATHER OPERATIONS, WITH A THERMAL
OVERLOAD WITHAUTOMATICRESET FEATURES IN THE E OFAPOWER FAILURE.
D. THE BLOWERS SHALL HAVE A MINIMUM 104MONTH MANUFACTURERS WARRANTY ON PARTS AND LABOR.
E. THE BLOWER UNITS WILL INCLUDE A DURABLE, WEATHER-PROOF, UVRESISTANT ENCLOSURE, WHICH WILL HOUSE THE
BLOWERS, CONDENSATE BYPASS, MANUAL STOP, AND OTHER CONTROLS AND EQUIPMENT ASSOCIATED WITH THE
SYSTEM. THE ENCLOSURE WILL BE MOUNTED ON A FRAME AND SECURED IN A MANNER THAT MINIMIZES THE TRANSFER OF
VIBRATIONS TO THE STRUCTURE.
F. ACCEPTABLEBLOWERANDMANUFACTURER:
OBAR GBR 89 HA COMPACT RADIAL BLOWER; OBAR SYSTEMS INC, NEWFOUNDLAND, NJ 0T . 14M 969822T OR
EQUIVALE-
G. THE CONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE BY A LICENSED ELECTRICIAN TO EACH BLOWER AND..........�
ASSOCIATED EQUIPMENT. ELECTRICAL WIRING, CONDUIT. AND CONNECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH
APPLICABLE BUILDING CODE REQUIREMENTS. THE BLOWER WILL REQUIRE A DEDICATED Z2 VOLT CIRCUIT AND BACKUP
POWER SUPPLY. O� go4A
H. VERTICAL PIPING WILL TRANSITION LATERALLY BELOW THE ROOF DECK PRIOR TO EXTNNG THE ROOF TO THE BLOWER e
(SEE DETAILS I AND 2, SHEET VMSHALE S-5). PIPING SHABE MANIFOLDED AS TWO EXTRACTION POINTS PER BLOWER UNIT.
I. THE INFLUENT WILL PASS THROUGH AN AIRAVATER SEPARATOR TO REMOVE CONDENSATION, AND A PARTICULATE FILTER "�weTOpOe
BEFORE REACHING THE BLOWERS. cc
J. EACH BLOWER DISCHARGE WILL BE CONNECTED TO AN EXHAUST STACK IN ACCORDANCE WITH THE MANUFACTURERS C / T� Z
RECOMMENDATIONS AND IN ACCORDANCE WITH APPLICABLE CODES. AN EXHAUST STACK AT THE TERMINATION OF THE L u v J
VENT PIPE SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTUREM RECOMMENDATIONS.
ui z 0
K. THE BLOWER DISCHARGE SHALL BE LOCATED AT A DISTANCE OF NOT LESS THAN 15 FEET FROM ANY BUILDING AIR INTAKE. En Q V
3 FEET FROM ANY PROPERTY LINE, AND A MINIMUM OF 5 FEET FROM ANY ELECTRICAL DEVICE. Ir w J _
Lu J H
L VACUUM PRESSURE FOR EACH BLOWER UNIT SHALL BE MEASURED USING PRESSURE DIFFERENTIAL MAGNEHELIC 3: O O
GAUGES, THE PRESSURE WILL BE MEASURED IN -LINE AND CONNECTED TO &X-INCH OD VINYL TUBING ROUTED TO O
MAGNEHELIC GAUGES CAPABLE OF MEASURING 0. INCHES OF WATER DIFFERENTIAL THESE GAUGES WILL BE MOUNTED = r 1
IN THE BLOWER ENCLOSURE. mui
V !!^^
Vi
ACCEPTABLE MAGNEHELC GAUGE: ASHCROFT TYPE 11S44 Q' LOW PRESSURE DIFFERENTIAL GAUGE OR EQUIVALENT w
WWW. ASHCROFT.COM
Z (D (D
M. AT BLOWER EXHAUST PIPES, A PERMANENT LABEL SHALL BE AFFIXED TO THE BLOWER EXHAUST READING: WARNING - W SOO
IL GAS VENT STACK MAY CONTAIN HIGH LEVELS OF VOCS, DO NOT PLACE AIR INTAKE W N 15 FEET' Z
w LLJ `c J o
2.8 ALARM SENSORS AND CONTROL PANEL CIDO
O 7 In
A A LOW VACUUM PRESSURE SWITCH AND A THERMAL OVERLOAD SHALL BE INSTALLED AT THE BLOWER COMPONENTS. O U L E10
THESE COMPONENTS MUST BE CALIBRATED BY THE INSTALLER IN ACCORDANCE WITH THE MANUFACTURER ui J T J
REQUIREMENTS. y Z
_UUw ALARM B. AUDIBLE AND VISUAL S SHALL BE MOUNTED ON THE EXTERIOR OF THE BLOWER CONTROL PANEL AND BLOWER O w
UNITS. THIS ALARM WILL BE ACTIVATED IN THE EVENT A BLOWER CEASES TO OPERATE. AUDIBLE ALARM SHALL BE AT
LEAST 60 DECIBELS IN VOLUME. LIGHT INTENSITY SHALL BE RATED AT LEAST 186 CANDELA /=
C. IF THE THERMAL OVERLOAD INDICATES OPERATION OUTSIDE OF THE BLOWER MANUFACTURERS OPERATING RANGE, THE O v 1 �
OVERLOAD SENSOR WILL SEND A SIGNAL TO A CONTROL PANEL TO SHUT DOWN THE SYSTEM. � piW
D. IF THE VACUUM WITHIN THE SYSTEM FALLS BELOW 025 INCHES WATER COLUMN, THE PRESSURE SWITCH WILL SEND A En
SIGNAL TO A CONTROL PANEL, ACTIVATING THE AUDIBLE AND VISUAL ALARMS. ui Q I..L
E. A SYSTEM CONTROL PANEL SHALL BE INSTALLED TO INTEGRATE THE THERMAL OVERLOAD, VACUUM SENSOR, BLOWER O I
CONTROL, AND ALARMS. THE CONTROL PANEL SHALL BE HARDWIRED TO THE BUILDING NORMAL POWER AND WILL BE J
LOCATED IN A CENTRALIZED PORTION OF THE BUILDING ASAPPROVED BUILDING OWNER AND VMS DESIGNER. Q Q
F. THE SYSTEM WILL HAVE THE CAPABILITY TO SEND AN ALARM SIGNAL TO THE BUILDING ALARM SYSTEM AND/OR OTHER w T T I
COMMUNICATION EQUIPMENT(AUTODIALER OR MODEM)IFAPPROVED BY THE BUILDING OWNER. Z T71
LU
Z
G. PROPER WIRING FOR POWER AND COMMUNICATION TO ALL ELECTRICAL DEVICES SHOULD BE CONFIRMED BY THE
ELECTRICAL ENGINEER AND INCLUDED ON THE PROJECT ELECTRICAL DRAWINGS.
H. A SYSTEM OPERATIONS AND MAINTENANCE (O&M) MANUAL SHALL BE PROVIDED WT THE CONTROL PANEL DESCRIBING
THE INSTALLATION, WIRING, OPERATION, TESTING, AND MAINTENANCE.
2 m
3A BLOWER INSTALLATION ate+
En W 4
o A. INSTALL BLOWER UNITS, TO INCLUDE BLOWERS, ENCLOSURES, ROOF -MOUNTS AND SUPPORTS, FRAME, CONTROLS. li
ALARMS, GAUGES, OPERATIONAL EQUIPMENT.
r
B. THE UNITS SHALL BE TESTED FOR PROPER OPERATION. SYSTEM FLOW AND WILL BE ADJUSTED AT EACH BLOWER UNIT TO
c DETERMINEOPTMAL OPERATING RANGESAND FLOW RATES WHILE MAINTAINING AMINIMUM VACUUM PRESSUREOF 0.000- m m
o OF WATER ACROSS THE FLOOR SLAB. A BLOWER UNIT DETAIL IS PROVIDED AS DETAIL 1, VMSJ .
cc
.� C. THE OWNER SHALL PROVIDE ELECTRICAL SERVICE BY A LICENSED ELECTRICIAN TO EACH BLOWER AND ASSOCIATED (!�1
EQUIPMENT. ELECTRICAL WIRING AND CONNECTIONS SHALL BE PROVIDED IN ACCORDANCE WITH APPLICABLE BUILDING Q)
u
CODE REQUIREMENTS.
L0 ON -SITE COMMUNICATION TEST
A. ACOMMUNICATION TEST WILLBE CONDUCTED TO EVALUATETHEABILITY OF THE PROPOSED BLOWERANDSUB SLAB SOIL
O AGGREGATE TO TRANSMIT COLLECTED SOIL VAPORS TO THE ANTICIPATED EXTRACTION POINTS, AND TO DETERMINE THE n C =
O OPTIMAL SIZING OF THE BLOWER UNIT. THE TEST WILL BE CONDUCTED ON A EACH OF THE FOUR RISERS CONSTRUCTED �w J� w' N
FOR THE VMS. THE INSTALLED VAPOR MONITORING PROBES LOCATED AT VARYING DISTANCES FROM THE VENT PIPING
WILL BE USED TO EVALUATE THE EXTENT OFTHE EFFECTIVE PRESSURE FIELD UNDER THE SLAB. /n
4Sh O O
C B. A REPORT OF TESTING WILL BE ISSUED TO DOCUMENT THE TESTING RESULTS AND PROVIDE RECOMMENDATIONS FORTHE U F
r BLOWER SYSTEM, SIZING, AND LOCATION&
a m�
F
O

(��
(��
Legend
C : = Extent of VMS Membrane
------- 4-inch Slotted SCH 40 PVC Vapor Collection Piping
F 11 6-inch Vertical Riser Pipe
vP-1 Vapor Pin Sampling Point (Detail 21 Sheet VMS-3)
4-inch Solid SCH 40 PVC Transition Pipe
1 VMS MEMBRANE AND VENT PIPE LAYOUT
I
0 4 8 16 24
Appmxlmate Scale In Feet
C�
z
LU z
J
Q
W J
U
S
Z
Q
J
Q CO
�
tl
U
C/)
LLJ �
W_
c>
>-
> CD
O
a
66
Un
z
g
2j J
OO
o
U)
O
CU Z
J =
U_Luw
J
:�E
z
U C
o
IY
O
Lu W
~ J
Q
Q a-
�
� Q
LU
Q
Z
D
z�
w w=
U
Cn
co
u �
E
N
ll
i�
W
w �
u
7 d
m
C: o
U �
w_
o-
m

PROTECTIVE GEOTEXTILE LAYER ,
ASPHALTIC MEMBRANE (60MIL)
Ix oTroe DErals BASE GEOTEXTILE LAYER
. ° CONCRETESLAB c°
PROTECTIVE GEOTEXTILE LAYER
ASPHALTIC MEMBRNE60 MIL REFERRED TO AS
MINIMUM DRY THICKNESS VMS MEMBRANE"
M BASE GEOTEILE LAYER IN OTHER DETAILS
,'AGGREGATE UNDER VMS MEMBRANE
t�t�ttUt�Ai tS[J 4• SLOTTED 0-02UINCH SCH 40 PVC PIPE
VAS j /jAAj� \jAA�VAi�A�
NON -WOVEN GEOTEXTILE 4"AGGREGATE UNOER4"SLOTTED SCH 40
PIPE
,'AGGREGATE ABOVE VENT PIPING \\ \\ \\ \\ \\ ,'AGGREGATE BELOW VENT PIPING �� SLOTTED 0.020.1NCH SCH 40 PVC PIPE NOWWOVEN GEOTEXTILE
OON—C SUBGRADEPER
1 SoUBS LAB VENTSYSTEM OETECHNIcgL REQUIREMENTS
1 I VMS MEMBRANE CONFIGURATION
\�/ I loscuc
VMS MEMBRANE (SEE DETAILS I & 2, SHEET VMS-3)
-3
I I•I
BRANE
I MEET VM"
WATERPTIlEmVMSMOSEE ETA­FINGM DBE q STEEL COLUMN
9 MS MEMBRANE
ATERIAL (SEE DETAILS t &2, SHEET MS3)
CONCRETE SLAB PROTECTIVE GEOTEXTILE LAYER
ASPHALTIC MEMBRANE (M MILT
BASE GEOMXnEE LAYER
4- AGGREGATE BELOW MS MEMBRANE
6"
a CONCRETE FOOTING ASPHALTIC MEMBRANE (W MIL)
TYPICAL HORIZONTAL MEMBRANE TERMINATION
V I,DSG4t�
TVRCALVERTICN
MEMERANETERMINATON
(SEE DETAIL r. SHEET VMS-3)
"n 01'
i
7
CONCRETE
WALL
CONCRETE
6" SLAB
a4 PROTECTIVE GEOTEXTILE LAYER
ASPHPLTIC MEMBRANE (II0 MIL)
`� BASE GEOTEXTILE LAYER
`� 4"AGGREGATE BELOW MS MEMBRANE
9 ASPHALTIC MEMBRNE I. MIL)
TYPICAL VERTICAL MEMBRANE TERMINATION
(7D xoTTosc4LE
MS MEMBRANE
(SEE DETAILS 1 & 2, SHEET MS3)
P AGGREGATE BELOW
MS MEMBRANE
- TYPICAL HORZONTAL
EXTERIOR SLAB WITH SLOPE ° MEMBRNETERMINATION
AWAY FROM BUILDING 4' AGGREGATE BELOW VMS (SEE DETAIL fi, SHEET MS3)
4' AGGREGATE BELOW '��'� �'�'
VMS MEMBRANE WATERPROOFING MATERIAL MEMBRANE
MUST BE COMPATIBLE NTH
THE VMS VOcRE3IMEMB11 DBE VMS MEMBRANESEE DETAILS1
STAM & 2, SHEET MS3
,�,� VMSoMEMBRANEATRD04RWAY OR�CRTAIN WALL12
VMSGMEMBRA�NEAsT INTTERIR�COL�UMN FOOTING
FURNISH PLACARD ON VENT RISER APPROXIMATELY
VMSoME�MBRA�N'-E AT EXTERIOR
EVERY 5 AND ON N FEET ON EXPOSED PIPING
(SEEDETAIET AND N VMS3)
1WALL �FOOTING
T
W AMEMRSTEELORCASTIRONVENTRISER
FURNIMSAMPLEPORTTHR, N
E DETAIL 22,SHEETMS31
INMRIORWALL-4-GASTIGHT
1': 12-ACCESSPANELMEDIUMSECURTY
THREADED CONNECTION KRTH
REMOVABLE MALE THREADED PLUG
(SEE DETAIL 4, SHEET VMS-3)
(SEE DETAIL 25, SHEET VMS-3)
VMS MEMBRANE PENETRATION
(SEE DETAIL 3, SHEET VMS-3)
MSMEMBRANE
>v. MSMEMBRANE
(SEE DETAILS I&2, SHEET MS3)
(SEE DETAILS 1 & 2,
—
TAGGREGATE BELOW
8 MEE—S-S)
VMS MEMBRANE
' MSMEMBRANE
a' AGGREGATE BELOW
4-INCH LAYER OF
8" IAMETERSCH.40PVC
.xn
MS MEMBRANE
AGGREGATE BELOW
VMS MEMBRANE
SITION PIPE
MSMEMBRANE PENETRATION
TRNSITION TO STEEL OR CAST
(SEE DETAIL 3, MEET MS3)
) °
IRONNPHUBCOUPUNG
NOTE:
8/$TEFL OR CAST IRON ELBOW n
FLOOR DRNN LOCATIONS ARE NOT SHOWN ON SHEET VMS-2. SEE PLUMBING PLANS FOR LOCATIONS.
°
TYPICALHORZONTALMEMBRNE
T�YPIoCAL VMS MEMBsRANEAo TF TREND DRAIN ° °
p °^
TERMINATION
(SEE DETAIL 6, SHEET MS3)
J 1 'C L VMS MEMBRANE AT FLOOR DRAIN
�%
��1 VMS AT RISER AND INTERIOR COLUMN FOOTING (VR-1)
/ Anr,
MS MEMBRNETRNBRION TO VMS
WATERPROOFING SYSTEM
SURROUNDING ELEVATOR PIT (INSTALL
PER MANUFACTURERS INSTRUCTIONS
AND PROJECT ARCHITECTURAL PLANS)
METAL STUD WALL
IT
VMS MEMBRANE
($EE DETAILS 1$ 2, SHEEP MS3)
,INCH LAYER OF AGGREGATE
BELOW MS MEMBRANE
VMS MEMBRANE TRA43rtION TO VMS
WATERPROOFINGSYSTEM
SURROUNDING ELEVATOR PR (INSTALL
PER MANUFACTURERS INSTRO-ONS
l'--INSTALL-PERMANUFACTURERS
AND PROJECT ARCHITECTURAL PLANS)
MS WATERPROOFING SYSTEM
NSTRUCTIONSANDPROJECT
THREADED STAINLESS STEEL
t-AINCHDIAMETER — COVERINSTALLFLUMWRH
ARCHRECTURAL PLANS)
HOPE SLEEVE �E FINISHED CONCRETE
1 GALVENIRED STEEL
AIR TIGHT PLAST C CAP
SLOPE TO
BR GRATING
STAINLES STEEL
SEAL MEMBRANE TO SLEEVE APOR PIN
SUMP ~
AS FOR PENETRATION -
(SEE DETAIL 3 SHEET MS3) NEOPRENE SEAL
T ELEVATOR
SUMP
VMB MEMBRANE
° 4' DRAIN
arc„
VMSWAFERPROOFNGUNABSYSM
THR—ED ROD TO BE
SURROUNDING ELEVATOR PTS(INSTALLPER
1
REMOVED AFTER SLAB
MANUFAMURERS INSTRUCTIONS ND
ANCHITECTURALPLANS)
PLACEMENT Va�Ol�li -
VAPOR PIN SAMPLE POINT DETAIL
�� TmsuLE
VMS MEMBRANEAT ELEVATOR PITMEMBRANEAT ELEVATOR PIT
GV RE„-REACE
rD,�osca E- srRLc�U.Ran.rap Asxr.�saraaxn
scrgr+n-�u�p. sw..�.vw>
PROTECTIVE GEOTEXTILE LAYER
ASPHALTIC MEMBRANE APPLIED
DIRECTLY TO CONCRETE WALL MMIL )
$ a PIICAALL VMS INSTALLATION ON VERTICAL WALL
LENGTH AND WIDTH OF CONCRETE
SHALL EXTEND A MINIMUM OF
PROTECTIVE 8-INCHES FROM THE OUTSIDE EDGE
GEOTEXTILE LAYER OF PENETRATIONS
ASPHALTIC MEMBRANE SPRAY APPLY OR HAND TROWEL
BASE GEOTEXTILE LAYER 60 MILASFYALTIC MEMBRANE TO
r VMS MEMBRANE AND IN-BETWEEN
PENETRATI
s ONS
ENCASE Ur LTIESWRHN
12'NONSHRINK GR -POURED
PRIOR PLACEMENT
M OF VMS MEMBRANE \ D
A.DALL
\\/ nRENM
PENETRATION BANK snows ax vMsz
roBCUF
TYPICPL VERTICAL
MEMBRANE TERMINATION
(SEE DETAIL T, SHEET MS3)
MMEMBRANE � (ME DETAILS &2. SHEET VM93)
EXTERIORGRADE `�Y� EAGGREGATESELOW
—MEMBRANE
WATERPROOFING MATE"'
MUST BE COMPATIBLE WITH
THE MS MEMBRANE AND BE
VOC RESISTANT
VMS MEMBRANEATEXTEMOR WALL aa�seaa, sn�rsa+m
MS MEMBRANE
BELOW MSMEMBRANE
44NCH PVC 0.20.1NCH
PERFORATEDPIPING
NO WOVEN GEOTEXTILE
12•AGGREGAM
VMS MEMBRANE
ELL a4NcH LAYER OF AGGREGATE
BELOW VMS MEMBRANE
20. NCH
PERFORgIED PIP rvG
NON -WOVEN GEOTEXELE
1TAGGREGATE
TYPICAL VMS MEMBRANE AT THICKENED SLAB AT STAIR LANDING OR POST
I xorroruc-araraaccsrn�crvnua.-ra�saaa sarcrsno+
FURNISH PLACARD ON VENT RSER APPROXIMATELY
EVERY 5 FEETAND ON ANY EXPOSED PIPING
(SEE DEFAIL 24, SHEET MS3)
FURNISH SAM LEPORTTHRUUGH
INTERIORWALLWITHPGASTIGHT
12•x 1TACCESSPANELMEDIUMSECURITY
THREADED CONNECTION WITH
REMOVABLE MALE THREADED PLUG
(SEE DETAIL 25, SHEET MS3)
(SEE DETAIL 25, SHEET MS3)
1
MS MEMBRANE PENETRATION
S' AMETER STEEL ORCAST IRON VENT RISER
(SEE DETAIL 3, SHEET MS3)1
EE DETAIL3182, SHEET MS3)
EFER SCH. 40 PVCTRAN3RION RPE
8' EL ORCAST IRON ELBOW
77-7�--EELOR CAST IRON N041U6 COUPLING
VENT RISER AT INTERIOR WALL IVR-21
/DTED_
STEEL RISER CLAMP use N. caLnnFlEAPIPEPENsro MvrRNn N„E_IZ
PE
FURNISH PLACARD ON VEIN
RISERAPPROXIMATELY PIPE 9UPPIXtT
EVERY -FEET N.-NY MONVTAc'1UPER
.
EXPOSED PIPING Y NtOMTnE
EgM
(SEE DETAIL 213HEET MS3) RwTFD HAxGERBZAx09UPPORTB. USIxGLOAO
INTERIDFE ERIOR ABLE
WPLL OR COLUMN-E..Au�art51MENCM+rP BT..
22 ',, TION OF VERTICAL RISER VENT PIPING
1'-2"
TRIS 10TIF—ON IS TO BE INST-80 IN
WARNING ED
-11EVELA„GSH�LL„GT
THIS BUILDING IS PROTECTED WRI-I 1—MOVER A VAPOR MITIGATION SYSTEM.
10 ANY PROPOSED PEN RATION OR BY PROJECT OMRACTOR—To' RE RBUI DIDED. O D
ALTERATION OF FLOOR SLAB
REQUIRESNOTHCATIONOFTHE IIN CnNEEw1C1=EonT
OWNER —INSPECTION BY N,p//wwwromdanauPa.rom/,„nron mml
QUADF ED VMS MEMBRANE
DESIGNER �!!•L
VMS MEMBRANE IDENTIFICATION SIGN
UNorrosoa.E
4" IGSNp„SRwITnApnsSISSBAGNnG
VAPOR
SUB -SLAB
VENT oLST1ERso„wnITEBAcnoROUno
PIPE IF
4.5' DAMAGED MIN. REOUIRFC
IMMEDIATELY
NOTIFY FEET aDALs Naar
BUILDINGDRIBERNNNG. GG
OWNER PLACARDCNBEPURCHAMDAT
Fap://www.complm""gps.com/IemaconsMml
_D CARDATVENTRISEROUTLET
4• SCH. 40 PVC 45' ELBOW
4-SCH 40 PVC PIPE
W SCH, 40 PVC PIPE VSCH.40PVCPIPE
4- TO 8' ECCENTRIC REDUCER 6-SCH. 40 PVC WE
� C1 (2),-INCH TRANSITION PIPE INTO CINCH WYE
eV NpTroscue
°9
VM$ MEMBRANE
(SEE DETAILS 1 s 2,
SNEET VMS3)
4- AGGREGATE BELOW
MG MEMBRANE
VMSGMEMMB� NEEEATTSS NTEPP DOWN
ETaLz snEErsarm
0.=,INCH SLOTTED
4" DIAMETER SCH. 40 PVC TRNSMON PIPE SCREEN
4- DIAMETER SCH.40 q• DAMETER SCH. 40 PVC TRANSITION
WC CONNECTOR TEE PIPE
SLOTTa ,O VENTPIPE TO TRANSITIONPIPE(PLAN VIEW)
8'XB" MEDIUM SECURITY
ACCESS PANEL
�OUICK-CONNECT FITTING
4. APPLY T„REYGS To 78D Taft R-EO (YELLaw T„REAOTIME)
304 STAINLESS STEEL HEX
REDUCING BUSHING,
MNPT x FNPT, 1/2' x 1/4'
as E.,V, NT nve
® IXtEND
WIVALEM "�T^
CREou vALEM —cwa4
JVENTPIPING SAMPLE PORT
`J
Z
W z
J
C)
J
Q
U
J
Q
J
O
O
LLu
U
U/
C
LU
LLJ
20�'
U)
(�!)
J
p O
0
z
O
�z
=
ca
J
Q
U_ Lu
w
!
V
F--
Z
0
I-
O
�2
W Lu
a^—
0
Q
I. -
LLJ
z
o
Z
Ln �
m
LL
U
(0
.r IT�.��n
Lm Q)
a)
C
it (:
H
N
c
U
W
m
�a
�

WATER TIGHT SWITCH
FURNISH PLACARD ON VENT RISER
APPROXIMATELY EVERY 5 FEET AND ON ANY
EXPOSED PIPE (SEE DETAIL 25, SHEET VMS-3)
ELECTRICAL CONDU
ALARM OR VISUAL LOW VACUUM ALARM
7 ON EXTERIOR OF CONTROL PANEL
ALUMINUM FRAME
A'UNISTRUT
_-RUBBER COUPLER RADIAL BLOWER:
_-STEEL CLAMPS OBAR GBR 76 HO
-4"PVC PIPE WWW.OBARSYSTEMS.COM
-ROOF BOOT OR EQUIVALENT
BLOWER UNITS
(SEE DETAIL 1, SHEET VMS-5)
gj��ROOFPENIETRATION TO VENTILATOR
(SEE DETAIL 1, SHEET VM")
ROOF DECK
4\FURNISH PLACARD ON VENT RISER
APPROXIMATELY EVERY 5 FEET AND ON ANY
EXPOSED PIPE (SEE DETAIL 25. SHEET VMS3)\/vv
1 6" TEEL OR CAST IRON PIPE (2%POSITIVE
LOPE MIN. TO ALLOW UPWI AIRFLOW)
6' HREADED STEEL OR
AST IRON 90' ELBOW
-TIN. RVVH /(B�STEEL ORCASTIRONPIPES /
1 8" HREADED STEEL OR CAST IRON 90° ELBOWJ//
6-INCH VERTICAL STEEL OR CAST IRON 1 2 VERTICAL TO HORIZONTAL TRANSITION FOR LATERAL BELOWROOF DECK
RISER PIPING FROM SUB-SLAB'�"
(1 BLOWER UNITDETAIL 6-INCH VERTICAL STEEL OR CAST IRON 1
RISER PIPING FROM SUBSLAB
8.8 8.3 7 4/ /6.5 /5.8 /4.3 / 3 / /2.2) / 2 / / 11
® - o 0
Q
3 • Z
/ Z Z • N g • I' J
Lu
LIJ J =
VENTIEXHAUST BOUNDARY O J ROOF tli.E.-. 'm)/v
W
Z Z Ur
1 v VENTIEXHAUST BOUNDARY O C (n
GOc —j �O
STEELiFETYRAILINGBYROOF VR1 � GO O U)
SERVIC� HATCH MANUFACTURER EXHAUST VENT z 7
VERTICAL TO HORIZONTAL TRANSITION U Zto
" (SEE DETAIL 2, SHEET VMSb) Q J 1 J
/C�\- - - - - - - - - - - - - - - -ia�Qm
W LLJ
/ WALKWAY ADSIROLL ,h L-1_ Z V
.......... tti
IJ o
E w W
LL ~
— p a-
O Q a
I
r O
Q
B�- RIOCE@COLUMNLI B 2 �� RIDGE _
/ BLOWERCOMPOUND / -\ Lu
' ROOF HATCH WIT - z -D
I FALL PROTECTION
15FT AIR INTAKE EXCLUSION ZONi }
VENTIEXH UST BOUNDARY
EXHAUST VENT
1
ROOFTOP VENTILATOR
I I I VR2 I
VERTICAL HORIZONTAL TO TRANSITION
EXHAUST VENT (SEE DETAIL z, SHEET VMS-5I EXHAUST VEN
T
VENTIEXHPUST BOUNDARY
Li
8.5 /8
Legend ROOF RISER TRANSITION LAYOUT
vR3 • Riser Pipe J D 4 8 16 24
Vertical to Horizontal Transition Below Roof Deck
Approximate Scale in Feet

APPENDIX 6

Geo-Seal Bond
(HDPE/Geotextile) , • ;
Geo-Sealo �•••• • • • • i • • • •�.
Geo-Seal Core t� • • � � •� ��►
(spray applied • • .�••
vapor intrusion Barrier polymer modified • •. •
asphaltic membrane) •
Geo-Seal Base '
(Geotextile/HDPE)
Vapor -Vent System
System: Geo-Seal Vapor Intrusion Barrier (Patent Protected - US 7,985,460 132)
Application: Underslab Containment Vapor Barrier System Thickness: 96 mils
1st Layer 2nd Layer 3rd Layer
Product Name Geo-Seal (geotextile/HDPE) 18 mil Geo-Seal CORE 60 mil Geo-Seal (HDPE/geotextile 18 mil
DESCRIPTION
Geo-Seal® is an innovative sub -slab vapor intrusion barrier
system that eliminates vapor intrusion for brownfields or any
environmentally -impaired site. With more than 50 million square
feet installed, the patented Geo-Seal system has been in use
for over a decade.
Installed between the foundation slab of the building and the
soil pad, Geo-Seal eliminates vapor intrusion pathways and
stops contaminant vapors from permeating through the slab
and into a building.
BENEFITS
• Redundant: Three layers of complementary containment vapor
barrier materials create a redundant composite system superior
single -component alternatives.
• Chemical Resistant Materials: Made from highly chemical
resistant HDPE and polymer modified asphaltic membrane.
• Seamless: Spray -applied Core layer ensures complete sealing of
the system without the use of mechanical fastening.
• Bonded: Mechanically bonds directly to the foundation slab.
• Proven: Industry standard and proven technology, with 10+ years
and over 50 million square feet installed
• Single -Source Warranty: Combine with EPRO below -grade and
deck waterproofing and contaminant vapor intrusion.
Fully tested and proven highly effective against VOC vapor
such as chlorinated solvents and petroleum hydrocarbons, as
well as methane gas, Geo-Seal earns wide approval among
various regulatory agencies. Geo-Seal provides peace of mind
knowing that a healthy indoor environment will keep occupants
safe while also significantly reducing remediation costs and
speeding site construction.
LIMITATIONS
• Do not apply below 20°F or to damp, frosty or contaminated surfaces.
• Not designed to function as waterproofing. Contact EPRO for
waterproofing system recommendations.

SPECIFICATIONS, DRAWINGS, AND TECHNICAL
ASSISTANCE
The most current specifications and drawings can be found on
www.eproinc.com. For project specific details contact EPRO directly,
or your local EPRO representative.
Site conditions, performance goals, and budget determine which system
is most appropriate for a given project. For more information regarding
product performance, testing, plan review, or general technical
assistance, please contact EPRO.
Physical Property
Test Method
WARRANTY
EPRO provides a wide range of warranty options for Geo-Seal systems.
For a project to be eligible for any warranty option beyond a 1-year
material warranty, a Geo-Seal Authorized Applicator must be used
and the project must be registered and approved by EPRO prior to
the commencement of any product application.
Warranty options available for this system include:
• Material warranty
• Labor and Material Warranty
• Longer warranty periods are available. Contact EPRO for more
information.
Value
Tensile Strength..................................................ASTM
D 412.........................................................662
psi
Elongation...........................................................ASTM
D 412.........................................................
45%
Adhesion to Concrete........................................ASTM
D 903.........................................................8
Ibf/in
Puncture Resistance...........................................ASTM
D 1709.......................................................310
Ibf
Hydrostatic Head Resistance............................ASTM
D 5385.......................................................100
psi (231 ft)
Water Vapor Transmission................................ASTM
E 96............................................................033
perms
SoilBurial............................................................ASTM
D 4068 .......................................................
Passed
HeatAging..........................................................ASTM
D 4068 .......................................................
Passed
Environmental Stress Cracking ..........................ASTM
D 1693 .......................................................
Passed
Oil Resistance.....................................................ASTM
D 543 & D 412..........................................
Passed
Methane Transmission.......................................ASTM
D 1434 .......................................................
Passed
TCEDiffusion Rate............................................................................................................................7.1
x 1019 m2/sec
Benzene Diffusion Rate....................................................................................................................7.1
x 1019 m2/sec

= Geo-Seal® Geo-Seal' BASE
Vapor Intrusion Barrier
Product Description
Basic Use: Geo-Seal BASE is designed to be a sturdy and
versatile base course for Geo-Seal vapor intrusion barrier
system. Geo-Seal BASE blends the durability of a geotextile
fabric with the chemical resistant benefits of a high density
polyethylene (HDPE) sheet into one geocomposite membrane.
When combined with Geo-Seal CORE and Geo-Seal BOND,
the redundant Geo-Seal system prevents harmful vapors from
permeating the slab, protecting the health and well-being
of building occupants.
Composition: Geo-Seal BASE is a base course comprised of an
HDPE film and non -woven polypropylene geotextile fabric. The
film is cross laminated to create ridges that enhance the bond
between the Geo-Seal BASE and Geo-Seal CORE.
Benefits
• Leverages the strengths of two materials to maximize
performance
• Geotextile enhances thermal stability and puncture strength
• Ideal weight and rigidity for horizontal applications
• Provides methane gas and chemical vapor protection
Limitations
• Excessive moisture needs to be removed prior to Geo-Seal
CORE application
Technical Data
Properties: See physical properties table
Coverages: One roll covers 1800 square feet, not including
overlaps or waste
Specification Writer: Contact EPRO before writing specifications
on this product. Additional test information available upon
request.
Installation
Preparation: Please refer to manufacturer's specifications for
substrate requirements. Rolls should be inspected for cosmetic
damage prior to application.
Application: Please refer to manufacturer's specifications.
Overlap the seams of Geo-Seal BASE six inches with a 30 mil
application of Geo-Seal CORE in the seam overlap.
Availability and Packaging
Contact EPRO sales representative for local distributors or
authorized applicators (www.eproinc.com).
Roll Size: 12' x 150' unfolded rolls, 108 Ibs
Warranty
Limited Warranty: EPRO Services, Inc. believes to the best of its
knowledge that performance tables are accurate and reliable.
EPRO warrants this product to be free from defects. EPRO
makes no other warranties with respect to this product, express
or implied, including without limitation the implied warranties
of MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE.
EPRO's liability shall be limited in all events to supplying
sufficient product to retreat the specific areas to which defective
product has been applied. EPRO shall have no other liability,
including liability for incidental or resultant damages, whether
due to breach of warranty or negligence. This warranty may
not be modified or extended by representatives of EPRO or its
distributors.
Equipment
Seaming: AD-55 Sprayer, available through EPRO for application
of Geo-Seal CORE into seam overlaps
Smoke Testing: EPRO Smoke Test Machine for underslab
applications
Technical Services and Information
Complete technical services and information are available by
contacting EPRO at 800.882.1896 or www.eproinc.com.

= Geo-Seal® Geo-Seal' BASE
Vapor Intrusion Barrier
Typical Physical Properties
Physical Property Test Method Results
FilmThickness...................................................................................................................................5 mil
CompositeThickness........................................................................................................................18 mil
Water Vapor Permeability.................................ASTM E96............................................................0.214
Adhesion to Concrete........................................ASTM D1970........................................................9.2 Ibs/inch2
Dart Impact.........................................................ASTM D1790........................................................ >1070 gms, method A
............................................................................................................................................................594 gms, method B
Puncture Properties Tear...................................ASTM B2582 MID ................................................. 11,290 gms
..............................................................................ASTM B2582 TD .................................................. 13,150 gms

= Geo-Seal® Geo-Seal' CORE
Vapor Intrusion Barrier
Product Description
Basic Use: Geo-Seal CORE is a polymer modified asphalt (PMA)
applied to nominal dry thicknesses depending on the configuration
of the Geo-Seal system vapor intrusion barrier system. Spray
applied to form a seamless barrier, Geo-Seal CORE is an integral
component to all Geo-Seal systems due to its ability to bond to
and seam high density polyethylene (HDPE), polyolefin sheets.
Geo-Seal CORE is applied with a proprietary self-contained
sprayer designed to produce a high build, monolithic, and
rapidly curing membrane.
Composition: Geo-Seal CORE is a non -hazardous, low -viscosity,
water -based, anionic asphalt emulsion modified with a blend of
synthetic polymerized rubbers and proprietary additives. Geo-Seal
CORE is highly stable during transit and proper storage, but
becomes highly reactive during the spray application to form a
rapidly cured membrane with exceptional bonding, elongation,
and hydrophobic characteristics.
Benefits
• Provides a layer of seamless protection and redundancy in
all Geo-Seal system assemblies
• Hydrophobic and resistant to methane gas
• Non -toxic, non -hazardous, non-flammable, and VOC free
• Forms a tenacious bond to HDPE sheets
• Application to damp substrates is acceptable
• Can be applied in below freezing temperatures with proper
equipment
Limitations
• Surfaces shall be free of dirt and debris
• Material should be stored above 40°F and not allowed
to freeze
• Not a traffic bearing surface, additional protection required
• Must not be applied to ponded water
• Direct foot traffic should be limited when ambient air
temperatures are greater than 100°F
Technical Data
Shelf life: 6 months. The ability to apply the product beyond
its estimated shelf life is dependent on storage conditions and
homogeneity of the product. Storing material in an enclosed
temperature controlled environment that maintains a minimum
ambient temperature of 65' Fahrenheit will likely extend the
shelf life beyond 6 months.
Properties: See physical properties table
Specification Writer: Contact EPRO before writing specifications
on this product. Geo-Seal system assemblies should be reviewed
in order to meet project specific site conditions.
Additional test information available upon request
Installation
EPRO Authorized Applicators must be approved in writing by
EPRO prior to receiving a contract in order to qualify for a
warranty for this product and system assembly.
Surface Preparation: All surfaces shall be prepared in
accordance to manufacturer's specifications. Surfaces shall be
uniform, free of loose materials, and surface contaminants.
Contaminant and loose debris shall be removed prior to
application by suitable methods.
Application: Please refer to manufacturer's specifications.
Geo-Seal CORE shall be spray applied to the specified nominal
mil thickness. When properly applied, Geo-Seal CORE will set
up immediately on the surface and promptly start the curing
process. Light foot traffic is acceptable, but must be limited to
the authorized Geo-Seal applicator. The initial cure is complete
when Geo-Seal CORE is no longer ejecting moisture, 12 to 48
hours depending on ambient air conditions.
Availability and Packaging
Contact EPRO sales representative for local distributors or
authorized applicators (www.eproinc.com).
Geo-Seal CORE is available in the following packaging options:
55 gallon drum
275 gallon tote
330 gallon tote

= Geo-Seal®
Vapor Intrusion Barrier
Warranty
Geo-Seal" CORE
Limited Warranty: EPRO Services, Inc. believes to the best of its
knowledge that performance tables are accurate and reliable.
EPRO warrants this product to be free from defects. EPRO
makes no other warranties with respect to this product, express
or implied, including without limitation the implied warranties
of MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE.
EPRO's liability shall be limited in all events to supplying
sufficient product to retreat the specific areas to which defective
product has been applied. EPRO shall have no other liability,
including liability for incidental or resultant damages, whether
due to breach of warranty or negligence. This warranty may
not be modified or extended by representatives of EPRO or its
distributors.
Typical Physical Properties
Physical Property
Test Method
Equipment
Spray System: AD-55 Sprayer is available through EPRO. To
discuss alternative spray machine options, please contact
EPRO directly.
Smoke Testing: EPRO Smoke Test Machine for underslab
applications
Technical Services and Information
Complete technical services and information are available by
contacting EPRO at 800.882.1896 or www.eproinc.com.
Results
Tensile Strength - Core only .............................ASTM 412...........................................................32
psi
Tensile Strength - Geo-Seal System ................ASTM
412...........................................................662
psi
Elongation..........................................................ASTM
412...........................................................4140%
Resistance to Decay .........................................ASTM
E 154 Section 13.....................................4%
Perm Loss
Accelerated Aging ............................................ASTM
G 23.........................................................No
Effect
Moisture Vapor Transmission ...........................ASTM
E 96...........................................................026
g/ft2/hr
Hydrostatic Water Pressure .............................ASTM
D 751.......................................................26
psi
Perm rating ........................................................ASTM
E 96 (US Perms)......................................0.21
Methane transmission rate ..............................ASTM
D 1434 .....................................................Passed
Adhesion to Concrete & Masonry ...................ASTM
C 836 & ASTM C 704 .............................11
Ibf./inch
Hardness............................................................ASTM
C 836.......................................................80
Crack Bridging ...................................................ASTM
C 836.......................................................No
Cracking
HeatAging ........................................................ASTM
D 4068 .....................................................Passed
Environmental Stress Cracking ........................ASTM
D 1693 .....................................................Passed
Oil Resistance ....................................................ASTM
D543.........................................................Passed
Soil Burial...........................................................ASTM
D 4068 .....................................................Passed
Low Temp. Flexibility .........................................ASTM
C 836-00..................................................No
Cracking at -20oC
Resistance to Acids
Acetic................................................................................................................................................30%
Sulfuricand Hydrochloric...............................................................................................................13%
Temperature Effect
Stable...............................................................................................................................................248°F
Flexible.............................................................................................................................................13°F

= Geo-Seal®
Vapor Intrusion Barrier
Product Description
Geo-Seal" BOND
Basic Use: Geo-Seal BOND has been specifically designed to
be high performance protection course for application over
Geo-Seal CORE in Geo-Seal system assemblies. In addition to
the advantages found by combining a high density polyethylene
film (HDPE) and geotextile, Geo-Seal BOND mechanically bonds
that is the system to the concrete slab.
Composition: Geo-Seal BOND is an extremely durable, high
strength protection course made from the lamination of HDPE
film and nonwoven polypropylene geotextile fabric.
Benefits
• Forms a mechanical bond directly to concrete
• Leverages the strengths of two materials to maximize
performance and puncture resistance
• Minimal seams with 12' x 150' rolls
• Provides a contrasting protection course that increases
ability to identify post installation damage
Limitations
• Bonding to underlying Geo-Seal CORE layer might take
longer in colder temperatures
Technical Data
Properties: See physical properties table
Coverages: One roll covers 1800 square feet, not including
overlaps or waste
Specification Writer: Contact EPRO before writing specifications
on this product. Test information available upon request.
Installation
Preparation: Please refer to manufacturer's specifications for
substrate requirements. Rolls should be inspected for cosmetic
damage prior to application. Geo-Seal BOND may be applied
over a nominally cured Geo-Seal CORE membrane.
Application: Should be applied in accordance with specific
application guide specifications. Whenever possible, Geo-Seal
BOND should be applied perpendicular to the underlying base
course. Overlap all seams a minimum of 6" with seam overlap
detail per project specification.
Availability and Packaging
Contact EPRO sales representative for local distributors or
authorized applicators (www.eproinc.com).
Roll Size: 12' x 150' unfolded rolls, 108 lbs.
Warranty
Limited Warranty: EPRO Services, Inc. believes to the best of its
knowledge that performance tables are accurate and reliable.
EPRO warrants this product to be free from defects. EPRO
makes no other warranties with respect to this product, express
or implied, including without limitation the implied warranties
of MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE.
EPRO's liability shall be limited in all events to supplying
sufficient product to retreat the specific areas to which defective
product has been applied. EPRO shall have no other liability,
including liability for incidental or resultant damages, whether
due to breach of warranty or negligence. This warranty may
not be modified or extended by representatives of EPRO or its
distributors.
Equipment
Seaming: AD-55 Sprayer, available through EPRO for application
of Geo-Seal CORE in seam overlaps, or by hand using Geo-Seal
CORE Detail.
Technical Services and Information
Complete technical services and information are available by
contacting EPRO at 800.882.1896 or www.eproinc.com.

= Geo-Seal® Geo-Seal ' BOND
Vapor Intrusion Barrier
Typical Physical Properties
Physical Property
Test Method
Value
FilmMaterial.....................................................................................................................................HDPE
FilmColor..........................................................................................................................................White
Fabric Material.................................................................................................................................Non-woven
Polypropylene
FabricColor......................................................................................................................................White
FilmThickness...................................................................................................................................5
Mil
CompositeThickness........................................................................................................................18
Mil
Tensile @ ULT....................................................ASTM
D 882.........................................................
TD 32.0 Ibs/in
............................................................................................................................................................MD
37.3 Ibs/in
Elongation @ ULT..............................................ASTM
D 882.........................................................
TD 65.3%
............................................................................................................................................................MD
51.0%
Dart Impact........................................................ASTM
D 1709 .....................................................
Method A >1070 grams
............................................................................................................................................................Method
B 894 grams
Modulus..............................................................ASTM
D 882.........................................................
TD 270.6 Ibs/in
............................................................................................................................................................MD
295.5 Ibs/in
Elmendorf Tear..................................................ASTM
D 1922.......................................................
TD 5,140 grams
............................................................................................................................................................MD
5,260 grams
Puncture -Prop Tear............................................ASTM
D 2582.......................................................
TD 13,250 grams Sled: 1-lb
............................................................................................................................................................MD
11,290 grams Sled: 1-lb
Beach Puncture Tear.........................................ASTM
D 751.........................................................
TD 165 in-Ibs
............................................................................................................................................................MD
160 in-Ibs
Water Permeance.............................................ASTM
E 96...........................................................0.11
perms (US)
Dimensions: 12' x 150'
Weight: 108 pounds

z
/ e pro
�o
Lu
0
0 z
1328 E. KELLOGG DRIVE
O �
WICHITA, KS 67211
z w
O
1-800-882-1896
w>
EPROINC.COM
wW
zw
�'co
wW
CL
p ° Q d
d d
zwc? w
L
/I
V/
°
4 d d Q 4
0
oY
L
Q ° d p d d Q
zQ
�
Q ° d d p Q
0w
p Q p d p
d d
00
M
W
d d Q 4 °
d
Lu
K w
p p d d Q p p
oa
O
cn
p d d
° dQ
�o
� co
d4
p Q d
� J
1
p d°
Q d ° Q °
°
4
p d Q p d d p p
IL
U)
Q p d n
d
UJo
UJ
i—
° GEO-SEAL BOND d a d °
d
2=
O
p Q
d d
° Q
a d GEO-SEAL CORE 60 MIL °
4 d1 Q 4
o
z w
d
Q GEO-SEAL BASE d Q
000
p Q p d d° d p
U~
d d Q p
UJm
w<
U—
> >
K co
w M
U z
Q
w cn
DRAWING NUMBER
w2
40.100.1
DESCRIPTION
zLuSYSTEM
oQ
GEO SEAL
a `
UNDERSLAB
ASSEMBLY
z 2
DATE
05/24/19
Of w
Lu
DRAFTERCL
TSH
N TS
a
a
PAGE 1 OF 1

z
/ e pro
�o
Lu
0
0 z
1328 E. KELLOGG DRIVE
O �
WICHITA, KS 67211
z w
v
1-800-882-1896
w>
EPROINC.COM
wW
zLu
wa
zw
L
7) w
uJ OuJ
❑ Y
_
L
Z Q
K W
mL
� W
w H
K
°a
O
cn
J 0
V /
GEO-SEAL BOND
GEO-SEAL CORE - 60 MIL
uJ o
w a
L
2w
U�
O
GEO-SEAL CORE - 60 MIL
< u
oQ
Z H
U)w
wo
0�
00
}
z
-
— 6"
J
W Q
OVERLAP —
III III III
I I I I
�co
z
w
DRAWING NUMBER
I I I I I
AL ASE—I
z
Fn
40.110.4
IGEO-Si
i I I I I I
�ui
zz Lu
SYSTEM DESCRIPTION
I I I
o }
GEO-SEAL BASE
w
OVERLAP
III III III III II
C
wCo
DATE
�
05/1
° Lu
I I I I I I I I I I I I I I
DRAFTER
TSH
III III III III
0-0
NTS
'na
a
PAGE 1 OF 1

z / e pro
Lu
0
0 z 1328 E. KELLOGG DRIVE
O � WICHITA, KS 67211
z w 1-800-882-1896
v EPROINC.COM
w>
wW
zLu
wa
zw L
7) w
rn ouJ
❑ Y L
ZIP TIEI r7 Z W
[If Lu
00
WL
�0
0
LL < O
�� cn
J ,ul)
m co
GEO-SEAL CORE - 30 MIL ° � �,
GEO-SEAL uJ o
BOND UJ
2w
GEO-SEAL
CORE - 60 MIL
o a C�
z�
u)w
wo
0O
U }
z J
III III I III III w¢
REINFORCEMENT I I GEO-SEAL BASE —
FABRIC
AI 0 Z DRAWING NUMBER
Io� 40.120.1
J w SYSTEM DESCRIPTION
o
GEO -SEAL
I °w NDERSLAB PIP
W PENETRATION
I Z ¢ DATE
05/24/19
a DRAFTER
I a TSH NTS
PAGE 1 OF1

d °
° d
° °
°
° d
0
Z
O
O/epro
v
d
d dd
a d d
v
z
z
w
�
d ° v
°
0
z
OO
1328 E. KELLOGG DRIVE
d d
° d v °
co
z w
WICHITA, KS 67211
1-800-882-1896
d
°
w >
lL W
EPROINC.COM
d °
d
d
°
Z_ W
U co
d a
W W
a
z w
LL
L
° d d d
v °
7 O
0 Y
d °
d
0-' W
` V
d ° a
°d °
O D
M
W
000
° d
.1O
Al
d
°
w�
Lu
Lu
LLQ
O
cn
d
} 0
GEO-SEAL BOND�-uj
ad °
d °
J
00 cod
6"
Z
U) o
N
LLJ
GEO-SEAL CORE - 60 MIL
° d °
° d
g ° d
d
a w
w a
2 w
U)
—
L
O
v d
d
<
Q
° G d
0
uJ
d d ° d d °
W 0
00
GEO-SEAL BASE —
° °
° 44
0
°
d
I
C6 co
U
d
d ° d °
co
W 0
d
0 n
DRAWING NUMBER
40.131.1
° d °
W°
d e v °
z0 Lu Lu
SYSTEM DESCRIPTION
° d d vd
° °
d
o>
VERTICAL
° °
TERMINATION
d °
d v
I
d
v d °
d
D a
DATE
07/16/19
°
°
Lu
d
d
v
dd d d d
° v
W
a C)
DRAFTER
NTS
°
d° d °
°
d° d° d
d
CLo
co a
RJT
d
° d ° dd °
O
° 4 °d d
° °
a �
PAGE 1 OF 1

z
/ e pro
�o
W
0
0 z
1328 E. KELLOGG DRIVE
Q 4 p
p dp d
o
v
WICHITA, KS 67211
1- 800-882-1896
d
p d dp d
w
EPRO.COM>Q
Lu
dQ d
z 0
p
p d
d d
zw
0
° d
4 ° Q d p d
w
o Y
W
'art
° °
�<
(MMV
Q ° d G d
41
00
W
d
d
Lu
I
d GEO-SEAL BASE
O a
O
cn --
p
o
co
0 U
S�
� o0
I=
GEO-SEAL CORE - 60 MIL
=
N
p
H J
Q
= I=
Q GEO-SEAL BOND ° d _I = I I =I =
° Q
(!)
w
0 O
II II I
p C d p -�I
CLu Qco
�
d 44 ° I I I I I
w Q
I-El
lEl IlEl I I I
a_ Z
DRAWING NUMBER
40.132.1
—_
_
0 Lu
SYSTEM DESCRIPTION
UNDERSLAB
III
Q ° d °d I —III
Q
oL>L-
GEO-SEAL
PERIMETER FOOTING
TERMINATION
DATE
Z 2
05/16/19
—III _
=III
a w
DRAFTER
TSH
1 I I
1 I I I I I
� a
NTS
_ =I =I =I
a
PAGE 1 OF 1

z
/ e pro
Lu
0
0 z
1328 E. KELLOGG DRIVE
0 �
WICHITA, KS 67211
z w
U
1-800-882-1896
w>
EPROINC.COM
wW
zLu
W d
zw
L
7) W
uj O
❑ Y
_
L
Z Q
K W
mL
� W
W H
K
°a
O
cn
HLu 0
J H
m J
,(f)
Z
O ~j
IL
U)o
w0
Z) =
wa
cw
U�
O
J 0
0 Q
Z
u) W
W 0
00
GEO-SEAL BOND
U}
� J
u; m
W <
U—
> >
K co
W 0
co Z
Q
DRAWING NUMBER
w cn
az
40.141.1
W°
_
III I I
z
SYSTEM DESCRIPTION
—I _ _ _ _ _ _
I C I —I � I —III —I � I —I � I —III —III —III —I I I _ —I I —III —I I I I I — III —III —III —III— III —III—III—III—I I I
_ _ _ GEO SEAL BASE _ _ _ _ _ _ _ _ _ _ _
I I —I I —I I —I I —I I —III —III=, ,, ,, ,, , —III—I I I— I —I I I —I I I —III —III —I I I —III —III —III —III —I
11=1 11=1 11=I
z w
o
—I I—III=I I —I I —I I —I I—III=III=I 11=1 11=1 11=1 —III=III=III=III=III=III=III=III=III=I I I
a
U N D E RS LAB
I —III —III —III —III —III —III —III —III —III- GEO-SEAL CORE - 60 MIL I —III—III—III—III—III—III—III—III—III—III—I I
=I
0-
CONSTRUCTION
I=III=I I=I I=I I=I I=III=III=III—III=I I I I I I I I I I I I=I I I=III=III=III=III=III=III=I I I=III=III=I I I
o>
—I I I —I I=III—III—I I —I I —I I=III=III=III=III=III=III=III=III=III=III=III=III =III=III=III=III= III =III=Iuj
JOINT -STEP 1
—I I I—III=I I I —I I I —I I I —I I I—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I I=
co
z
—II I —I I I=III—I I I —I I I —I I I —I I I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=I I
2
LL a
DATE
05/16/19
—I I —III —I I=I I —I I —I I —III —III — III — III —III — III —III — III — III —III — III —III — III — III —III — III —III — III — I I I
0 Lu
I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I I —I I
a w
DRAFTER
TSH
—I I —III—I I —I —I I —I I —III —III —III —III —III —III—III—III—III—III—III—I I —III—III—III —III—III—I I —I I V
NTS
—I I —I I —III —III —III —III —III —III —III —III —III —III —III —III —I I I —I I I —I I I —I 1 I —I I I —I I I —I I I —I I I —I I I —I I I —III —I I
a w
III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 I 1=
aa,::
PAGE 1 OF 1

°
"/I
d d °
d
�
�.f, a ro
° d00
d
z
°
0
0 z
O C6
1328 E. KELLOGG DRIVE
WICHITA, KS 67211
d
° d
z w
w >
1-800-882-1896
EPROINC.COM
°
ww
zLu
°
EXISTING °
Wa
u-
a
d
ANCHOR d
o co
d
° d
zQ
fw
[I00
MM�
( W
EXISTING
SLAB
ao w
° o
O
a d
J
co
m
' �J
GEO-SEAL CORE - 30 MIL
° °
°
IL
Jr\
° d
wo
O
ao of
° d
"' a
Z)
L
O
°
Q J
S L
° °
H
O �
W W
�-
fV\
GEO-SEAL BOND
° d d
0
°d d
U�
z
GEO-SEAL CORE - 60 MIL
J
°
W �
GEO-SEAL
d
d
�Z
DRAWING NUMBER
BASE
° d d
a z
40.141.2
W °
>Z
z w
O�
SYSTEM DESCRIPTION
I I=1 I ___ ______= I=I
o }
UNDERSLAB
_= = _ ==III = __
=III=I=__= I I
w
CONSTRUCTION
JOINT -STEP 2
=_ _ __=I
co
_—_—_—_—III—_—_—_— I —III—_—_—_— I I—_ _ -III
I I = _ _= I I=I I iI _ ==I I I = _ _ ==III =— EXISTING I=I
' 2
DATE
05/16/19
III
w
DRAFTER
_=_-MEMBRANE—
a
NTS
TSH
_ =II=II =_==III iI__==III=___=IQ
=III= _ _ = I=III= _ _ =III=1 = _
Lu
PAGE 1 OF 1

Z
0
� epro
Z
0
0 z
1328 E. KELLOGG DRIVE
O �
WICHITA, KS 67211
Z W
O
1-800-882-1896
w>
EPROINC.COM
Waf
ZLu
v
Z0
Lu
zw
L
7) 0
❑ uJ Y
L
Z QLu
L
[if Lu
L
LL<
0
°a
0
O
cn
° 4 41d °
d d Q ° ° ° d Q ° °
°
H Lu
m 0
d ° d 44 ° d
d° d d d °d ° °
Z
S_
4-J
d Qd ° Q
°
d °
j
wo
K
d
d
°d ° d ° d d° d
°
2Lu
° Q d d d ° ° ° d d° d
° d 3" Q ° d ° ° d 6" d ° GEO-SEAL CORE 30 MIL
N
< coQ
O
d ° d ° d d
d ° n ° d
d d °
o~
LU
d d d
°
W 0
Q
O�
0 O
Z
J
_ GEO SEAL BOND — —
W o
GEO-SEAL CORE 60 MIL
o a
w cn
a z
DRAWING NUMBER
40.170.1
_=--�—�—� — — —
W o
_I I _I I I— I I— I I— I I— I I— I I— I I— I I == GEO-SEAL BASE - I— I— I— I— I =
o Lu
SYSTEM DESCRIPTION
UNDERSLAB
I I —I I —II I I— I I— I I— I I— I I— I I— I I— I II— M— I— M—
I I I I= I I= I I= I I= I I= I I= I I= I I= I I= 1= 1= 1= 1= 1= 1= I= �
o a
=I =I _
0- �
ASSEMBLY
W >
REPAIR
I — I I —II —I I— I I— I I— I I— I I— I I— I I— I I— I— I— I— I— I— I— I— I II —
LL �
DATE
05/28/19
=_
° �
I —II —II — I I— I I— I I— I I— I I= I I— I I— I I— I— I— I— I— I— I— I— I —
a
DRAFTER
TSH
=
=I I =I I I= I I= I I= I I= I I= I I= I I= I I= I I= I= I= I= I= I= 1= 1= 1=
� a
NTS
I I
=ll 1 I == I I= I I= I I= I I= I I= I I= I I= I I= I= I= I= I= I= 1= 1= 1= =
a �
PAGE 1 O F 1

DRIVE0/0 e pro
VENT RISER PIPE �o
PER ENGINEER
:0 8
-.
' G
•
• :•
• •
•-SEAL CORE .• MIL 44 4 4,
4d 4Z 4 <
.
• •
•
REINFORCEMENT•
art:rr-rz•.-rrt:rr-rz•.-rrts • • -
L :�.•�.•�.•�.•�, :�.•�,ff-21 •�,•�.• w/REINFORCEMENT
I,. WZ . .
4.
••SYSTEM DESCRIPTION
�� N� .. �� �� �� ,.. C
PENETRATION

Odepro
DRIVEp
82-1896
.•' ;
G
�
,
PIPE THROUGH•
FOOTING
•
WIN 4po
,■■■■■..■1 1.■■■■■■.I
MN.r�t�' 9
C� tom/' Z
�i/'�i/'�i/'�L•�Zi'/'�i/'Zi'/'�i/'�i/'��44
7
,
I ' •
■ • ■
•
1 ■ • ■
4 oil
■ •
. I ■
■
■ •
•
THROUGH
■ . •

z AZ
z
LL
0
0 z 1328 E. KELLOGG DRIVE
J GEO-SEAL CORE - 30 MIL O W W1-800- , KS 67211
z U 1-800-882-1896
EPROINC.COM
wOf
Mal I I I I I I I 11=11 I I I I z o
III=1 1=1 1=1 I IM I IM I I �1� llzo
I=1 1=1l1=111-11 11�11 it 1-111 11-111 GEO-SEAL BASE Z w �
CJ LL %I
STEP 1 550 _W
W Y L
Z Q ML
W H
0
W
0
O
H H
J ,m J
REINFORCEMENT LL
REINFORCEMENT , o L)
GEO-SEAL CORE - 30 MIL GEO-SEAL CORE - 30 MIL a �
FABRIC -� FABRIC-w o - J III,[— 2 a
0
Pi-7 W
—I—I-1111 I I II— II II�II II=1 �111I I O
pril =IIGEO-SEAL BASE 11�11-11�= �
I _=I_=I SEAL BASEI_=_ Q ~ J
STEP 2 STEP 3 z
u) LL
LL 0 a
00
U�
= J_
co
w
U-
w O
GEO-SEAL CORE - 30 MIL ZIP TIE GEO-SEAL CORE - 30 MIL 0 a
0� cf) DRAWING NUMBER
az
GEO-SEAL w cf)a 40.900.1
REINFORCEMENT , , , }
GEO-SEAL CORE - 60 MIL BOND GEO-SEAL CORE - 60 MIL � z
FABRIC I z w SYSTEM DESCRIPTION
I I I O�
V11
_UNDERSLAB PIPE
I—liREINFO=T1111 III III Il- RCEME�7 ll_ IOLL PENETRATION
—III=III=III GEO-SEAL BASE FABRIC III=1 1=III=III=III GEO-SEAL BASE of W
— — — — — SEQUENCE
STEP 4 STEP 5 = �
DATE
o 05/16/19
W
= w DRAFTER
° TSH
NTS
U)�
�a
a� PAGE 1 OF 1

-SEAL BASE
E-60MIL
STEP 1
. °
GEO-SEAL CORE - 60 MIL � � GEO-SEAL BOND
GEO-SEAL BASE
° ML CORE - 60 MIL
STEP 3
GEO-SEAL CORE - 60 MIL
STEP 2
. °
GEO-SEAL CORE - 60 MIL
.°
z
Z eP ro
2)
z
z
w
0
0 z 1328 E. KELLOGG DRIVE
(n WICHITA, KS 67211
z U 1-800-882-1896
w > EPROINC.COM
wOf
zw
-SEAL BASE z w
(9 LL
550 _
oY L
ZL
E -60 MIL Q M�
KQ � W
1 = w
>- 0
0 (n O
J 'm J
O U
ao
Wo
w�
2 wwLL L
2 w O
U)
U)
~J
OQ
z�
U)w
w(03
00
U�
= J_
co
GEO-SEAL CORE - 30 MIL w
U-
>�
GEO-SEAL BOND w o
w ZZ
GEO-SEAL BASE � co DRAWING NUMBER
w ° 40.901.1
}cf)
• ° q` - = z w SYSTEM DESCRIPTION
° •� ' GEO-SEAL CORE - 60 MIL OU
- IIIII
=11�iii z �111 Imo_ III=111�11=III
(
o r
UNDERSLAB
TERMINATION
o LL
@
ll� ll�
I -I I I -III -I II I I -I I I -III -III -I
W
PERIMETER FOOTIP
1 1 I
=1=1 11=1 I �I 11=I� 1 =1 11=1 11=1 11=1 I
w'
=>
SEQUENCE
STEP 4
�' o
L
DATE
05/16/19
of F_
w
ap
DRAFTER
NTS
�a
TSH
a
PAGE 1 OF 1

z / epro
/
z
Lu
0
0 z 1328 E. KELLOGG DRIVE
O � WICHITA, KS 67211
z W 1-800-882-1896
° EPROINC.COM
w>
WW
co
ui
0 �
GEO—SEAL GEO—SEAL ) o
uJ
CORE 60 MIL CORE 60 MIL co
ZQ L
°• « [if W � W
00
W
_ _ _ aoW
III —III —III —III —I I —III —I I —I I III —III —I af
° o _ _O
EllI—I I I —I I I —I 11—III—III 11 1-1 1 1-11 I-1—111=111 J
=1I1=1I1=1I1=1I1=1I I —I Lu cn
I—III—II1=1II = GEo-sEAL BASEco
— — — — — — —
.I I I-1 I I-1 I I-1 I I-1 I I-1 I I. .I 11=1 11-1 11=1 11-1 11-111� z
ao
STEP 1 STEP 2 a--+
=
W
�O
W a
Z)W O
U�
H J \�f
� • • I � • a u) W
W 0
00
GEO—SEAL ~' GEO—SEAL GEO—SEAL BOND
Z J
CORE 60 MIL GEO—SEAL CORE 60 MIL
GEO—SEAL CORE — 60 MIL
CORE — 60 MIL ao co
>>
W 0
co
Q
°°
DRAWING NUMBER
W ° 40.902.1
. ' I —III —III —III III —III —I I " I —III —III —I I III —III —I > Z
1 I-1 I-1 I-1 111-111 1 I-1 I-1 I-1 —� 11-111 z Lu SYSTEM DESCRIPTION
' I —III —III —III —I GEO-SEAL BASE I —II I —III —III GEO-SEAL BASE
III-1 I I-1 I I-1 I I-111=111 III.=1 I I-1 I I-1 I I-111-
UNDERSLAB
STEP 3 STEP 4 ° F, TERMINATION @
W ALL SEQUENCE
o>
W co
_°
LL � DATE
05/24/19
W �
w DRAFTER
° TSH
NTS
Lu
°a
PAGE 1 OF 1

00
repro
SAFETY DATA SHEET
According to Regulation (EC) No 1907/2006 (REACH)
1. PRODUCT IDENTIFICATION
Trade Name(s): Geo-Seal BASE
Product Description: Film
Chemical Name: Polyethylene Compounds
Chemical Family: Polyolefin
CAS No: N/A
Manufacturer / Supplier:
EPRO Services, Inc.
PO Box 347
Derby, KS 67037
800-882-1896 (8:00am — 5:00pm CST)
2. HAZARD(S) IDENTIFICATION
No hazardous ingredients.
3. COMPOSITION/INFORMATION ON INGREDIENTS
NO
Components
CAS No.
Percent
OSHA PEL
1
Polyethylene
9002-88-4
40 — 80%
Not established
2
Polypropylene
9003-07-0
15 — 50%
Not established
3
Proprietary
Mixtures
0— 30%
Not established
4. FIRST -AID MEASURES
EPRO Services, Inc.
[phone]
eproinc.com
7/21/19
Eye Contact: Immediately flush eyes with water for at least 15 minutes. Do not rub the eyes. If irritation orother
symptoms occur, consult a physician.
Skin Contact: Get medical attention for serious burns. In case of skin contact with hot product immediately immerse in or
flush with clean, cold water.
Inhalation: Remove to fresh air. Consult physician if irritation of respiratory passage occurs.
Ingestion: Consult physician.
Notes to Physician: No known delayed effects following single exposure.
Other Instructions: None
5. FIRE -FIGHTING MEASURES
Extinguishing Media: Dry chemical, carbon dioxide or foam.

Special Fire Fighting Procedures: Wear NIOSH approved, positive pressure, self-contained breathing apparatus
(SCBA) and full protective clothing. Extinguish fires with foam or dry chemical. Do not use water jet.
Unusual Fire and Explosion Hazards: Avoid accumulation and dispersion of dust to reduce explosion potential.
Fire may produce irritating gases and dense smoke.
6. ACCIDENTAL RELEASE MEASURES
Spill is not applicable. Sold in solid form.
7. HANDLING AND STORAGE
Handling: Wear safety glasses during cutting and fabricating processes. Electrostatic charge may build up during
handling. Grounding of equipment is recommended.
Storage: Store in a dry place and away from direct sunlight.
Container Use: Keep container closed.
8. EXPOSURE CONTROLS/PERSONAL PROTECTION
Emergency Overview: Practically nontoxic
Primary Route(s) of Exposure: Inhalation, Eye, Skin Contact
Potential Health Effects and Symptoms of Over -Exposure
Negligible hazard at room temperature under normal use.
Eye Contact: Solid flake or dust may cause transient irritation as a result of mechanical abrasion.
Skin Contact: Essentially no irritation to skin. Mechanical injury only. Hot solid may cause thermal burns.
Inhalation: Exposure to dust at high concentration may cause irritation to respiratory tract.
Ingestion: May cause choking if swallowed.
Medical Conditions Aggravated by Overexposure: Not expected. Film is generally accepted as being biologically
inert. No specific antidotal treatment, symptomatic support required.
Carcinogenicity: NTP: No IARC: No OSHA: No
Eye Protection: Safety glasses
Skin Protection: Gloves required when handling hot material
Respiratory Protection: None required in normal use of product. NIOSH approved dust mask recommended if dust
conditions exist.
Engineering Control: Ventilation Requirements —General
General ventilation should be sufficient. However, if operating conditions create high airborne concentrations of this
material, special ventilation may be needed. If handling results in dust generation, special ventilation may be needed
to ensure that dust exposure does not exceed the OHSA PELfor nuisance dust.
Required Work/Hygiene Procedure: Minimize contact with skin. Do not eat, drink or smoke in work area. Wash hands
thoroughly after handling, especially before eating drinking, smoking, chewing or using restroom facility. Dusted
clothing and shoes should be thoroughly cleaned before use.
Exposure guidelines
No. Components OSHA-PEL ACGIH-TLV
1 Polyethylene None None
2 Polypropylene None None

9. PHYSICAL AND CHEMICAL PROPERTIES
Flash Point: Not applicable
Autoignition: Not applicable
Flammable Limits in Air (LEL, %): Not applicable (UEL, %): Not applicable
Physical Form: Solid
Color: White
Odor: Insignificant
Boiling Point: Not applicable
Melting Point: 120 - 170°C
Freezing Point: Not applicable
Solubility in Water: None
Specific Gravity: 0.7 — 1.2 (water = 1)
Vapor Density: Not applicable (air = 1)
Evaporation Rate: None (Butyl acetate = 1)
Vapor Pressure: Not applicable
Volatile: None
pH: Not applicable
10. STABILITY AND REACTIVITY
Stability: Stable
Conditions to Avoid: Strong oxidizers
Hazardous Decomposition: Carbon dioxide, carbon monoxide
Hazardous Polymerization: Will not occur
11. TOXICOLOGICAL INFORMATION
The information provided below can be subject to misinterpretation. Therefore, it is essential the following
information be interpreted by individuals trained in its evaluation.
Chemical
Polyethylene and Polypropylene: No toxicology data available.
Polyethylene and polypropylene are not considered hazardous materials under the OHSA Hazard Communication Standard
12. ECOLOGICAL INFORMATION
No data is available on the adverse effects of this product on the environment. Neither COD or BOD data are
available.
13. DISPOSAL CONSIDERATIONS
Dispose of in accordance with Federal, State, and local environmental control regulations.

14. TRANSPORT INFORMATION
DOT Shipping Name: Not listed
DOT Label: Not regulated
DOT Hazard Class: Not applicable
UN/NA Number: Not applicable
Hazard Label(s): Not applicable
Hazard Placard(s): Not applicable
Packing Group: Not applicable
Bulk Packaging: Not applicable
RQ: Not applicable
Emergency Response Guide (ERG) No.: Not applicable
15. REGULATORY INFORMATION
FEDERAL REGULATORY INFORMATION — Polyethylene, Polypropylene
OSHA Status: None
EPA Clean Air Act Status: None
EPA Clean Water Act Status: None
TSCA Status: All ingredients are listed on TSCA Inventory (40 CFR710)
CERCLA RQ. N o n e
SARATitle III Polyethylene, Polypropylene
Section 302* Section 313** Section 311/312***
None None None
*Reportable quantity of extremely hazardous substance, Sec. 302
*Threshold planning quantity, extremely hazardous substance, Sec. 302
**Toxic chemical. Sec. 313
**Category as required by Sec 313 (40CFR372.65C). Must be used on Toxic Release Inventory form.
***Hazard category for SARA Sec311/312 reporting H1=acute health hazard, H2=chronic health hazard, P3=fire hazard,
P4 sudden release of pressure hazard, P5=reactive hazard
RCRA Status: If disposed of in its purchased form, this would not be a RCRA hazardous waste either by listing or by
characteristic. However, under RCRA, it is the responsibility of the product used to determine at the time of disposal whether a
material containing the product or derived from the product should be classified as a hazardous waste (40CFR261.20-24).
OTHER REGULATORY INFORMATION
The following chemicals are specifically listed by individual states; other product -specific health and safety data in other
sections of the SDS may also be applicable for state requirements. For details on your regulatory requirements, you should
contact the appropriate agency in your state.
State
Chemical
Regulation
None
Polyethylene
None
None
Polypropylene
None
International
None

16. OTHER INFORMATION
NFPA
Fire —1
Health — 0
Reactivity — 0
Specific Hazard — None
HMIS
Health —0
Flammability-1
Reactivity — 0
Personal Protection Index - E
This information provided on this Safety Data Sheet is correct to the best of our knowledge, information and
belief at the date of its publication. The information given is designated only as a guide for safe handling, use,
processing, storage, transportation, disposal and release and is not to be considered as a warranty or quality
specification. The information relates only to the specific material designated and may not be valid for such
material used in combination with any other material or in any process, unless specified in the text.

repro
EPRO Services, Inc.
[phone]
eproinc.com
7/21/19
SAFETY DATA SHEET
According to Regulation (EC) No 1907/2006 (REACH)
1. PRODUCT IDENTIFICATION
Trade Name(s): Geo-Seal CORE
Product Description: Polymer Modified Asphalt Emulsion
CAS No: N/A
Manufacturer / Supplier:
EPRO Services, Inc.
PO Box 347
Derby, KS 67037
800-882-1896 (8:00am — 5:00pm CST)
2. HAZARD(S) IDENTIFICATION
GHS-US Classification of the Substance or Mixture
Carc.2: H351
STOT RE 2: H373
Aquatic Chronic 3: H412
Full text of H-phrases: see Section 16
GHS-US Label Elements
Signal Word: Warning
Hazard Statements
H351: Suspected of causing cancer
H373: May cause damage to organs (thymus, liver, bone marrow) through prolonged or repeated exposure
H412: Harmful to aquatic life with long lasting effects
Precautionary Statements
P201: Obtain special instructions before use
P202: Do not handle until all safety precautions have been read and understood
P260: Do not breathe vapors, mist, and spray
P273: Avoid release to the environment
P280: Wear eye protection, protective clothing, and protective gloves
P308+P313: If exposed or concerned, get medical advice/attention
P314: Get medical advice/attention if you feel unwell
P405: Store locked up
P501: Dispose of contents/container in accordance with local, regional, national and international regulations
nthpr Hn7nrrlc
Exposure may aggravate those with pre-existing eye, skin, or respiratory conditions. If stored under heat for
extended periods or significantly agitated, this material might evolve or release hydrogen sulfide, a flammable
gas, which can raise and widen this material's actual flammability limits and significantly lower its auto -ignition

temperature. Hydrogen sulfide is a toxic gas that can be fatal. It also has a rotten egg smell that causes odor
fatigue very quickly and shouldn't be used as an indicator for the presence of gas. Flammable vapors can
accumulate in head space of closed system
Unknown Acute Toxicitv (GHS-US
Up to 30% of the mixture consists of ingredient(s) of unknown acute toxicity.
3. COMPOSITION/INFORMATION ON INGREDIENTS
Mixture
Name
Product Identifier
%
Classification (GHS-US)
Asphalt
(CAS No) 8052-42-4
50 - 70
Not classified
Water
(CAS No) 7732-18-5
30 - 40
Not classified
Propritary Polymer
Proprietary*
< 30
Not classified
Propritary Hydrocarbon
Proprietary*
0-5
Flam. Liq. 3, H226
Acute Tox. 3 (Inhalation:vapor), H331
Skin Irrit. 2, H315
Carc. 2, H351
STOT RE 2, H373
Asp. Tox. 1, H304
Aquatic Acute 3, H402
Aquatic Chronic 2, H411
*The specific chemical identity and/or exact percentage of composition have been withheld as a trade secret within
the meaning of the OSHA Hazard Communication Standard (29 CFR 1910.1200).
Full text of H-phrases: See Section 16
4. FIRST -AID MEASURES
Description of First Aid Measures
First -aid Measures General: Never give anything by mouth to an unconscious person. If you feel unwell, seek
medical advice.
First -aid Measures after Inhalation: When symptoms occur: go into open air and ventilate suspected area. Obtain
medical attention if breathing difficulty persists.
First -aid Measures after Skin Contact: Remove contaminated clothing. Drench affected area with water for at
least 15 minutes. Wash contaminated clothing before reuse. Obtain medical attention if irritation develops or
persists.
First -aid Measures after Eye Contact: Rinse cautiously with water for at least 5 minutes. Remove contact lenses, if
present and easy to do. Continue rinsing. Obtain medical attention if redness, pain, or irritation occurs.
First -aid Measures after Ingestion: Rinse mouth. Do NOT induce vomiting. Seek medical attention.
Most important symptoms and effects, both acute and delayed
Symptoms/Injuries: There are potential chronic health effects to consider.
Symptoms/Injuries after Inhalation: May cause respiratory irritation.
Symptoms/Injuries after Skin Contact: May cause skin irritation.
Symptoms/Injuries after Eye Contact: May cause eye irritation.
Symptoms/Injuries after Ingestion: Ingestion is likely to be harmful or have adverse effects.
Chronic Symptoms: May cause damage to organs (Thymus, Liver, Bone Marrow) through prolonged or repeated
exposure. Suspected of causing cancer

Indication of Any Immediate Medical Attention and Special Treatment Needed
If you feel unwell, seek medical advice.
5. FIRE -FIGHTING MEASURES
Extinguishine Media
Suitable Extinguishing Media: Dry chemical powder, alcohol -resistant foam, carbon dioxide (CO2).
Unsuitable Extinguishing Media: Do not use a heavy water stream. Use of heavy stream of water may spread fire.
Special Hazards Arising From the Substance or Mixture
Fire Hazard: Not considered flammable but will burn at high temperatures.
Explosion Hazard: Product is not explosive. Contains Sulfur, may release small amounts of hydrogen sulfide.
Hydrogen sulfide is a highly flammable, explosive gas under certain conditions, is a toxic gas, and may be fatal. Gas
can accumulate in the headspace of closed containers, use caution when opening sealed containers. Heating the
product or containers can cause thermal decomposition of the product and release hydrogen sulfide.
Reactivity: Hazardous reactions will not occur under normal conditions.
Advice for Firefighters
Precautionary Measures Fire: Exercise caution when fighting any chemical fire.
Firefighting Instructions: Do not allow run-off from firefighting to enter drains or water sources. Do not breathe
fumes or vapors from fire. Use water spray or fog for cooling exposed containers.
Protection During firefighting: Do not enter fire area without proper protective equipment, including respiratory
protection.
Other Information: Refer to Section 9 for flammability properties.
6. ACCIDENTAL RELEASE MEASURES
Personal Precautions, Protective Equipment and Emergency Procedures
General Measures: Use special care to avoid static electric charges. Keep away from heat, sparks, open flames,
hot surfaces. — No smoking.
For Non -emergency Personnel
Protective Equipment: Use appropriate personal protection equipment (PPE).
Emergency Procedures: Evacuate unnecessary personnel.
For Emergency Responders
Protective Equipment: Equip cleanup crew with proper protection.
Emergency Procedures: Upon arrival at the scene, a first responder is expected to recognize the presence of
dangerous goods, protect oneself and the public, secure the area, and call for the assistance of trained personnel
as soon as conditions permit.
Environmental Precautions
Prevent entry to sewers and public waters.
Methods and Material for Containment and Cleaning Up
For Containment: Contain any spills with dikes or absorbents to prevent migration and entry into sewers or
streams.
Methods for Cleaning Up: Clean up spills immediately and dispose of waste safely. Absorb and/or contain spill with
inert material, then place in suitable container. Contact competent authorities after a spill.

Reference to Other Sections
See heading 8, Exposure Controls and Personal Protection. Concerning disposal elimination after cleaning, see
item 13.
7. HANDLING AND STORAGE
Precautions for Safe Handl
Additional Hazards When Processed: Handle empty containers with care because residual vapors are flammable.
Precautions for Safe Handling: Obtain special instructions before use. Do not handle until all safety precautions
have been read and understood. Take precautionary measures against static discharge. Use only non -sparking
tools. Keep away from heat, sparks, open flames, hot surfaces. — No smoking. Avoid breathing vapors, mist,
spray.
Hygiene Measures: Handle in accordance with good industrial hygiene and safety procedures. Wash hands and
other exposed areas with mild soap and water before eating, drinking, or smoking and again when leaving work.
Conditions for Safe Storaize. IncludinLy Anv Incompatibilities
Technical Measures: Proper grounding procedures to avoid static electricity should be followed. Ground/bond
container and receiving equipment. Use explosion -proof electrical, lighting, ventilating equipment.
Storage Conditions: Store in a dry, cool and well -ventilated place. Keep container closed when not in use.
Incompatible Products: Strong acids. Strong bases. Strong oxidizers.
Incompatible Materials: Heat sources.
Storage Temperature: > 0 °C (32 °F)
Storage Area: Store locked up.
Specific End Use(s): Asphalt Emulsion
8. EXPOSURE CONTROLS/PERSONAL PROTECTION
Control Parameters
For substances listed in Section 3 that are not listed here, there are no established exposure limits from the
manufacturer, supplier, importer, or the appropriate advisory agency including: ACGIH (TLV, NIOSH (REL), or OSHA
(PEL).
Asphalt (8052-42-4)
USA ACGIH
ACGIH TWA (mg/m3)
0.5 mg/m3 (fume, inhalable fraction)
USA ACGIH
ACGIH chemical category
Not classifiable as a human carcinogen fume, coat tar -free
USA NIOSH
NIOSH REL (ceiling) (mg/m3)
5 mg/m3 (fume)
Propritary Hydrocarbon
USA ACGIH
ACGIH TWA (mg/m3)
100 mg/m3 (inhalable fraction and vapor)
USA ACGIH
ACGIH chemical category
Skin — potential significant contribution to overall exposure by
the cutaneous route, Confirmed Animal Carcinogen with
Unknown Relevance to Humans
Exposure Controls
Appropriate Engineering Controls: Proper grounding procedures to avoid static electricity should be followed. Use
explosion -proof equipment. Take precautionary measures against static discharges. Ensure all national/local
regulations are observed. Gas detectors should be used when flammable gases/vapors may be released.

Personal Protective Equipment: Protective goggles, gloves, protective clothing. Insufficient ventilation: wear
respiratory protection.
Materials for Protective Clothing: Chemically resistant materials and fabrics.
Hand Protection: Wear chemically resistant protective gloves.
Eye Protection: Chemical safety goggles.
Skin and Body Protection: Wear suitable protective clothing.
Respiratory Protection: If exposure limits are exceeded or irritation is experienced, approved respiratory
protection should be worn.
Thermal Hazard Protection: If material is hot, wear thermally resistant protective gloves.
Environmental Exposure Controls: Do not allow the product to be released into the environment.
Consumer Exposure Controls: Do not eat, drink or smoke during use.
Other Information: When using, do not eat, drink or smoke.
9. PHYSICAL AND CHEMICAL PROPERTIES
Physical State: Liquid
Odor: No data available
pH: No data available
Melting Point: Not applicable
Boiling Point: 100°C (212.00°F)
Auto -ignition Temperature: No data available
Flammability (solid, gas): No data available
Relative Vapor Density at 20°C: >1.0 (air=1)
Specific Gravity: 1.0+ / -0.2 at 60°F (15.6°C)
Viscosity: No data available
Other Information
VOC Content: 0%
Volitales (includes water): 30 - 50%
10. STABILITY AND REACTIVITY
Appearance: Brown to Black
Order Threshold: No data available
Evaporation Rate: Slower (butyl acetate-1)
Freezing Point: No data available
Flash Point: No data available
Decomposition Temperature: No data available
Vapor Pressure: Not determined
Relative Density: No data available
Solubility: Water: miscible
Partition Coefficient: N-Octanol/Water: No data available
Reactivity: Hazardous reactions will not occur under normal conditions.
Chemical Stability: Stable under recommended handling and storage conditions (see section 7).
Possibility of Hazardous Reactions: Hazardous polymerization will not occur.
Conditions to Avoid: Direct sunlight. Extremely high or low temperatures. Open flame. Overheating. Heat. Sparks.
Do not freeze.
Incompatible Materials: Strong acids. Strong bases. Strong oxidizers.
Hazardous Decomposition Products: May release flammable gases. Thermal decomposition generates: Carbon
oxides
(CO, CO2). Nitrogen oxides. Hydrogen sulfide. Sulfur dioxide. Irritating or toxic vapors.

11. TOXICOLOGICAL INFORMATION
cute Toxicity: Not classified
Asphalt (8052-42-4
LD50 Oral Rat > 5000 mg/kg
LD50 Dermal Rabbit > 2000 mg/kg
Propritary Hydrocarbon
LD50 Dermal Rabbit 4720 VI/kg
LD50 Inhalation Rat 4.6 mg/I/4h
Skin Corrosion/Irritation: Not classified
Serious Eye Damage/Irritation: Not classified
Respiratory or Skin Sensitization: Not classified
Germ Cell Mutagenicity: Not classified
Carcinogenicity: Suspected of causing cancer.
Asphalt (8052-42-4)
IARC Group
2B
National Toxicology Program (NTP) Status
Twelfth Report -Items under consideration
OSHA Hazard Communication Carcinogen List
In OSHA Hazard Communication Carcinogen list
Propritary Polymer
IARC group 3
Reproductive Toxicity: Not classified
Specific Target Organ Toxicity (Single Exposure): Not classified
Specific Target Organ Toxicity (Repeated Exposure): May cause damage to organs through prolonged or
repeated exposure.
Aspiration Hazard: Not classified
Symptoms/Injuries after Inhalation: May cause respiratory irritation.
Symptoms/Injuries after Skin Contact: May cause skin irritation.
Symptoms/Injuries after Eye Contact: May cause eye irritation.
Symptoms/Injuries after Ingestion: Ingestion is likely to be harmful or have adverse effects.
Chronic Symptoms: May cause damage to organs (Thymus, Liver, Bone Marrow) through prolonged or repeated
exposure. Suspected of causing cancer.
12. ECOLOGICAL INFORMATION
Ecology — General: This material is hazardous to the aquatic environment. Keep out of sewers and waterways.
Ecology — Water: Harmful to aquatic life with long-lasting effects.
Propritary Hydrocarbon
LC50 Fish 1 135 mg/I (Exposure time: 96 h — Species: Pimephales promelas (flow -through))
Persistence and Degradability: Not established.
Bioaccumulative Potential: Not established

Asphalt (8052-42-4)
BCF fish 1 (no bioaccumulation expected)
Log Pow 1 > 6
Mobility in Soil: No additional information available.
Other Adverse Effects: Avoid release to the environment.
13. DISPOSAL CONSIDERATIONS
Waste treatment methods
Sewage Disposal Recommendations: Do not empty into drains. Do not dispose of waste into sewer.
Waste Disposal Recommendations: Dispose of waste material in accordance with all local, regional, national, and
international regulations.
Additional Information: Handle empty containers with care because residual vapors are flammable.
14. TRANSPORT INFORMATION
DOT: Not regulated for transport
IMDG: Not regulated for transport
IATA: Not regulated for transport
15. REGULATORY INFORMATION (non -mandatory)
US Federal Regulations
SARA Section 311/312 Hazard Classes: Delayed (chronic) health hazard
TSCA (Toxic Substances Control Act) Inventory —Asphalt (8052-42-4): Listed
TSCA (Toxic Substances Control Act) Inventory — Water (7732-18-5): Listed
TSCA (Toxic Substances Control Act) Inventory — Propritary Hydrocarbon: Listed
TSCA (Toxic Substances Control Act) Inventory — Propritary Polymer: Listed
US State Regulations
Asphalt (8052-42-4)
Massachusetts: Right to Know List
New Jersey: Right to Know Hazardous Substance List
Pennsylvania: RTK (Right to Know) List

16. OTHER INFORMATION
GHS Full Text Phrases
Acute Tox. 3 (Inhalation:vapor)
Acute toxicity (inhalation:vapor) Category 3
Aquatic Acute 3
Hazardous to the aquatic environment - Acute Hazard Category 3
Aquatic Chronic 2
Hazardous to the aquatic environment - Chronic Hazard Category 2
Aquatic Chronic 3
Hazardous to the aquatic environment - Chronic Hazard Category 3
Asp. Tox. 1
Aspiration hazard Category 1
Carc. 2
Carcinogenicity Category 2
Flam. Liq. 3
Flammable liquids Category 3
Skin Irrit. 2
Skin corrosion/irritation Category 2
STOT RE 2
Specific target organ toxicity (repeated exposure) Category 2
H226
Flammable liquid and vapor
H304
May be fatal if swallowed and enters airways
H315
Causes skin irritation
H331
Toxic if inhaled
H351
Suspected of causing cancer
H373
May cause damage to organs through prolonged or repeated exposure
H402
Harmful to aquatic life
H411
Toxic to aquatic life with long lasting effects
H412
Harmful to aquatic life with long lasting effects
NFPA Health Hazard: 1— exposure could cause irritation but only minor residual injury even if not treatment is
given.
NFPA Fire Hazard: 1— must be preheated before ignition can occur
NFPA Reactivity: 0 — normally stable, even under fire exposure conditions, and are not reactive with water
This information provided on this Safety Data Sheet is correct to the best of our knowledge, information and
belief at the date of its publication. The information given is designated only as a guide for safe handling, use,
processing, storage, transportation, disposal and release and is not to be considered as a warranty or quality
specification. The information relates only to the specific material designated and may not be valid for such
material used in combination with any other material or in any process, unless specified in the text.

00
repro
SAFETY DATA SHEET
According to Regulation (EC) No 1907/2006 (REACH)
1. PRODUCT IDENTIFICATION
Trade Name(s): Geo-Seal BOND
Product Description: Film
Chemical Name: Polyethylene Compounds
Chemical Family: Polyolefin
CAS No: N/A
Manufacturer / Supplier:
EPRO Services, Inc.
PO Box 347
Derby, KS 67037
800-882-1896 (8:00am — 5:00pm CST)
2. HAZARD(S) IDENTIFICATION
No hazardous ingredients.
3. COMPOSITION/INFORMATION ON INGREDIENTS
NO
Components
CAS No.
Percent
OSHA PEL
1
Polyethylene
9002-88-4
40 — 80%
Not established
2
Polypropylene
9003-07-0
15 — 50%
Not established
3
Proprietary
Mixtures
0— 30%
Not established
4. FIRST -AID MEASURES
EPRO Services, Inc.
[phone]
eproinc.com
7/21/19
Eye Contact: Immediately flush eyes with water for at least 20 minutes. Do not rub the eyes. If irritation orother
symptoms occur, consult a physician.
Skin Contact: Get medical attention for serious burns. In case of skin contact with hot product immediately immerse in or
flush with clean, cold water.
Inhalation: Remove to fresh air. Consult physician if irritation of respiratory passage occurs.
Ingestion: Consult physician.
Notes to Physician: No known delayed effects following single exposure.
Other Instructions: None
5. FIRE -FIGHTING MEASURES
Extinguishing Media: Dry chemical, carbon dioxide or foam.

Special Fire Fighting Procedures: Wear NIOSH approved, positive pressure, self-contained breathing apparatus
(SCBA) and full protective clothing. Extinguish fires with foam or dry chemical. Do not use water jet.
Unusual Fire and Explosion Hazards: Avoid accumulation and dispersion of dust to reduce explosion potential.
Fire may produce irritating gases and dense smoke.
6. ACCIDENTAL RELEASE MEASURES
Spill is not applicable. Sold in solid form.
7. HANDLING AND STORAGE
Handling: Wear safety glasses during cutting and fabricating processes. Electrostatic charge may build up during
handling. Grounding of equipment is recommended.
Storage: Store in a dry place and away from direct sunlight.
Container Use: Keep container closed.
8. EXPOSURE CONTROLS/PERSONAL PROTECTION
Emergency Overview: Practically nontoxic
Primary Route(s) of Exposure: Inhalation, Eye, Skin Contact
Potential Health Effects and Symptoms of Over -Exposure
Negligible hazard at room temperature under normal use.
Eye Contact: Solid flake or dust may cause transient irritation as a result of mechanical abrasion.
Skin Contact: Essentially no irritation to skin. Mechanical injury only. Hot solid may cause thermal burns.
Inhalation: Exposure to dust at high concentration may cause irritation to respiratory tract.
Ingestion: May cause choking if swallowed.
Medical Conditions Aggravated by Overexposure: Not expected. Film is generally accepted as being biologically
inert. No specific antidotal treatment, symptomatic support required.
Carcinogenicity: NTP: No IARC: No OSHA: No
Eye Protection: Safety glasses
Skin Protection: Gloves required when handling hot material
Respiratory Protection: None required in normal use of product. NIOSH approved dust mask recommended if dust
conditions exist.
Engineering Control: Ventilation Requirements —General
General ventilation should be sufficient. However, if operating conditions create high airborne concentrations of this
material, special ventilation may be needed. If handling results in dust generation, special ventilation may be needed
to ensure that dust exposure does not exceed the OHSA PELfor nuisance dust.
Required Work/Hygiene Procedure: Minimize contact with skin. Do not eat, drink or smoke in work area. Wash hands
thoroughly after handling, especially before eating drinking, smoking, chewing or using restroom facility. Dusted
clothing and shoes should be thoroughly cleaned before use.
Exposure guidelines
No. Components OSHA-PEL ACGIH-TLV
1 Polyethylene None None
2 Polypropylene None None

9. PHYSICAL AND CHEMICAL PROPERTIES
Flash Point: Not applicable
Autoignition: Not applicable
Flammable Limits in Air (LEL, %): Not applicable (UEL, %): Not applicable
Physical Form: Solid
Color: Grey
Odor: Insignificant
Boiling Point: Not applicable
Melting Point: 120 - 170°C
Freezing Point: Not applicable
Solubility in Water: None
Specific Gravity: 0.7 — 1.2 (water = 1)
Vapor Density: Not applicable (air = 1)
Evaporation Rate: None (Butyl acetate = 1)
Vapor Pressure: Not applicable
Volatile: None
pH: Not applicable
10. STABILITY AND REACTIVITY
Stability: Stable
Conditions to Avoid: Strong oxidizers
Hazardous Decomposition: Carbon dioxide, carbon monoxide
Hazardous Polymerization: Will not occur
11. TOXICOLOGICAL INFORMATION
The information provided below can be subject to misinterpretation. Therefore, it is essential the following
information be interpreted by individuals trained in its evaluation.
Chemical
Polyethylene and Polypropylene: No toxicology data available.
Polyethylene and polypropylene are not considered hazardous materials under the OHSA Hazard Communication Standard
12. ECOLOGICAL INFORMATION
No data is available on the adverse effects of this product on the environment. Neither COD or BOD data are
available.
13. DISPOSAL CONSIDERATIONS
Dispose of in accordance with Federal, State, and local environmental control regulations.

14. TRANSPORT INFORMATION
DOT Shipping Name: Not listed
DOT Label: Not regulated
DOT Hazard Class: Not applicable
UN/NA Number: Not applicable
Hazard Label(s): Not applicable
Hazard Placard(s): Not applicable
Packing Group: Not applicable
Bulk Packaging: Not applicable
RQ: Not applicable
Emergency Response Guide (ERG) No.: Not applicable
15. REGULATORY INFORMATION
FEDERAL REGULATORY INFORMATION — Polyethylene, Polypropylene
OSHA Status: None
EPA Clean Air Act Status: None
EPA Clean Water Act Status: None
TSCA Status: All ingredients are listed on TSCA Inventory (40 CFR710)
CERCLA RQ. N o n e
SARATitle III Polyethylene, Polypropylene
Section 302* Section 313** Section 311/312***
None None None
*Reportable quantity of extremely hazardous substance, Sec. 302
*Threshold planning quantity, extremely hazardous substance, Sec. 302
**Toxic chemical. Sec. 313
**Category as required by Sec 313 (40CFR372.65C). Must be used on Toxic Release Inventory form.
***Hazard category for SARA Sec311/312 reporting H1=acute health hazard, H2=chronic health hazard, P3=fire hazard,
P4 sudden release of pressure hazard, P5=reactive hazard
RCRA Status: If disposed of in its purchased form, this would not be a RCRA hazardous waste either by listing or by
characteristic. However, under RCRA, it is the responsibility of the product used to determine at the time of disposal whether a
material containing the product or derived from the product should be classified as a hazardous waste (40CFR261.20-24).
OTHER REGULATORY INFORMATION
The following chemicals are specifically listed by individual states; other product -specific health and safety data in other
sections of the SDS may also be applicable for state requirements. For details on your regulatory requirements, you should
contact the appropriate agency in your state.
State
Chemical
Regulation
None
Polyethylene
None
None
Polypropylene
None
International
None

16. OTHER INFORMATION
NFPA
Fire —1
Health — 0
Reactivity — 0
Specific Hazard — None
HMIS
Health —0
Flammability-1
Reactivity — 0
Personal Protection Index - E
This information provided on this Safety Data Sheet is correct to the best of our knowledge, information and
belief at the date of its publication. The information given is designated only as a guide for safe handling, use,
processing, storage, transportation, disposal and release and is not to be considered as a warranty or quality
specification. The information relates only to the specific material designated and may not be valid for such
material used in combination with any other material or in any process, unless specified in the text.

repro
SAFETY DATA SHEET
According to Regulation (EC) No 1907/2006 (REACH)
1. PRODUCT IDENTIFICATION
Trade Name(s): Vapor -Vent
Product Description: Dimpled HDPE Sheet
Chemical Name: Polyethylene Compounds
Chemical Family: Polyolefin
CAS No: N/A
Supplier:
EPRO Services, Inc.
PO Box 347
Derby, KS 67037
800-882-1896 (8:00am — 5:00pm CST)
2. HAZARD(S) IDENTIFICATION
EPRO Services, Inc.
[phone]
eproinc.com
7/21/19
Based on pertinent data available, these products are considered "articles" and are not hazardous under OSHA
Hazard Communication Standard (29 CFR 1910.1200). GHS Label Elements not required.
3. COMPOSITION/INFORMATION ON INGREDIENTS
This product does not meet the definition given in 29 CFR 1910.1200 fo hazardous material and composition is not
required.
NO
Components
CAS No.
OSHA PEL
1
Polyethylene
9002-88-4
Not established
2
Polypropylene
9003-07-0
Not established
3
Proprietary
Mixtures
Not established
4. FIRST -AID MEASURES
Inhalation: Not likely in current form
Ingestion: Not likely in current form
Eye Contact: As with any foreign object, flush with water. If pain or irritation persists, consult physician.
Skin Contact: Wash with soap and water. In case of irritation, consult physician.
5. FIRE -FIGHTING MEASURES
Extinguishing Media: Dry chemical, carbon dioxide or foam.

Special Fire Fighting Procedures: Wear NIOSH approved, positive pressure, self-contained breathing apparatus
(SCBA) and full protective clothing. Extinguish fires with foam or dry chemical. Do not use water jet.
Unusual Fire and Explosion Hazards: Avoid accumulation and dispersion of dust to reduce explosion potential.
Fire may produce irritating gases and dense smoke.
6. ACCIDENTAL RELEASE MEASURES
Spill is not applicable. Sold in solid form.
7. HANDLING AND STORAGE
Handling: Wear safety glasses during cutting and fabricating processes. Electrostatic charge may build up
during handling. Grounding of equipment is recommended.
Handling: No special handling unless large rolls are used. Use lifting devices as necessary.
Storage: Store in a dry place and away from direct sunlight.
8. EXPOSURE CONTROLS/PERSONAL PROTECTION
Emergency Overview: Practically nontoxic
Primary Route(s) of Exposure: Inhalation, Eye, Skin Contact
Potential Health Effects and Symptoms of Over -Exposure
Negligible hazard at room temperature under normal use.
Eye Contact: Solid flake or dust may cause transient irritation as a result of mechanical abrasion.
Skin Contact: Essentially no irritation to skin. Mechanical injury only. Hot solid may cause thermal burns.
Inhalation: Exposure to dust at high concentration may cause irritation to respiratory tract.
Ingestion: May cause choking if swallowed.
Medical Conditions Aggravated by Overexposure: Not expected. Film is generally accepted as being biologically
inert. No specific antidotal treatment, symptomatic support required.
Carcinogenicity: NTP: No IARC: No OSHA: No
Eye Protection: As required by site -specific conditions. Not normally required.
Skin Protection: Gloves required when handling hot material. Not normally required.
Respiratory Protection: None required in normal use of product. NIOSH approved dust mask recommended if dust
conditions exist.
Engineering Control: Ventilation Requirements —General
General ventilation should be sufficient. However, if operating conditions create high airborne concentrations of this
material, special ventilation may be needed. If handling results in dust generation, special ventilation may be needed
to ensure that dust exposure does not exceed the OHSA PELfor nuisance dust.
Required Work/Hygiene Procedure: Minimize contact with skin. Do not eat, drink or smoke in work area. Wash hands
thoroughly after handling, especially before eating drinking, smoking, chewing or using restroom facility. Dusted
clothing and shoes should be thoroughly cleaned before use.
Exposure guidelines
No. Components OSHA-PEL ACGIH-TLV
1 Polyethylene None None
2 Polypropylene None None

9. PHYSICAL AND CHEMICAL PROPERTIES
Flash Point: Greater than 400'
Autoignition: Not applicable
Flammable Limits in Air (LEL, %): Not applicable (UEL, %): Not applicable
Physical Form: Solid
Color: Black
Odor: Insignificant
Boiling Point: Not applicable
Melting Point: — 320°F
Freezing Point: Not applicable
Solubility in Water: None
Specific Gravity: Less than 1 (water = 1)
Vapor Density: Not applicable (air = 1)
Evaporation Rate: None (Butyl acetate = 1)
Vapor Pressure: Not applicable
Volatile: None
pH: Not applicable
10. STABILITY AND REACTIVITY
Stability: Stable
Conditions to Avoid: Strong oxidizers
Hazardous Decomposition: Carbon dioxide, carbon monoxide
Hazardous Polymerization: Will not occur
11. TOXICOLOGICAL INFORMATION
Inhalation: Not likely under normal use
Injection: Not likely under normal use
Ingestion: Not likely under normal use
Skin Contact: Prolonged contact may cause irritation to some individuals
Eye Effects: Not toxic, may irritate eyes
Skin Effects: Not toxic, may irritate skin
Target Organs: None
Chronic: No known health effects from long term use or contact
Carcinogenicity: The IARC evaluation is the "Carbon black (airborne, unbound particles of respirable size) is
possibly carcinogenic to humans (Group 2B)"
Mutagenicity & Reproductive Effects: Not believed to be mutagenic or a reproductive hazard
The information provided below can be subject to misinterpretation. Therefore, it is essential the following
information be interpreted by individuals trained in its evaluation.
Chemiral
Polyethylene and Polypropylene: No toxicology data available.
Polyethylene and polypropylene are not considered hazardous materials under the OHSA Hazard Communication Standard

12. ECOLOGICAL INFORMATION
Environmental Data: Not expected to be hazardous to the environment in present form.
13. DISPOSAL CONSIDERATIONS
Dispose of in accordance with Federal, State, and local environmental control regulations.
14. TRANSPORT INFORMATION
DOT Shipping Name: Not listed
DOT Label: Not regulated
DOT Hazard Class: Not applicable
UN/NA Number: Not applicable
Hazard Label(s): Not applicable
Hazard Placard(s): Not applicable
Packing Group: Not applicable
Bulk Packaging: Not applicable
RQ: Not applicable
Emergency Response Guide (ERG) No.: Not applicable
15. REGULATORY INFORMATION
FEDERAL REGULATORY INFORMATION — Polyethylene, Polypropylene
OSHA Status: None
EPA Clean Air Act Status: None
EPA Clean Water Act Status: None
TSCA Status: All ingredients are listed on TSCA Inventory (40 CFR710)
CERCLA RQ: N o n e
USATSCA: This product is considered an article and is exempt from TSCA requirements.
Canada Domestic Substances List (DSL): This product is not specified on the DSL or NDSL.
SARATitle III Polyethylene, Polypropylene
Section 302* Section 313** Section 311/312***
None None None
*Reportable quantity of extremely hazardous substance, Sec. 302
*Threshold planning quantity, extremely hazardous substance, Sec. 302
**Toxic chemical. Sec. 313
**Category as required by Sec 313 (40CFR372.65C). Must be used on Toxic Release Inventory form.
***Hazard category for SARA Sec311/312 reporting H1=acute health hazard, H2=chronic health hazard, P3=fire hazard,
P4 sudden release of pressure hazard, P5=reactive hazard
California Proposition 65: Carbon Black (airborne, unbound particles of respirable size), CAS# 1333-86-4 is listed as a
possible carcinogen.
Canada Regulations (WHMIS): Not listed

RCRA Status: If disposed of in its purchased form, this would not be a RCRA hazardous waste either by listing or by
characteristic. However, under RCRA, it is the responsibility of the product used to determine at the time of disposal whether a
material containing the product or derived from the product should be classified as a hazardous waste (40CFR261.20-24).
OTHER REGULATORY INFORMATION
The following chemicals are specifically listed by individual states; other product -specific health and safety data in other
sections of the SIDS may also be applicable for state requirements. For details on your regulatory requirements, you should
contact the appropriate agency in your state.
State
Chemical
Regulation
None
Polyethylene
None
None
Polypropylene
None
International
None
16. OTHER INFORMATION
NFPA HMIS
Fre-1 Health - 0
Health-0 Flammability -1
Reactivity-0 Reactivity - 0
SpedkHazard —None Personal Protection Index -E
This information provided on this Safety Data Sheet is correct to the best of our knowledge, information and
belief at the date of its publication. The information given is designated only as a guide for safe handling, use,
processing, storage, transportation, disposal and release and is not to be considered as a warranty or quality
specification. The information relates only to the specific material designated and may not be valid for such
material used in combination with any other material or in any process, unless specified in the text.

Pipe PVC
A 35 Schedule 40
Pressure Pipe
PVC Schedule 40 Pressure Pipe features make
it ideal for use in numerous industrial, commercial,
municipal and residential applications. Like SDR pres-
sure pipe (see page A-24) Schedule 40 has a built-in
long term pressure safety factor of 2 to 1. However,
unlike SDR pressure pipe which has a specific pressure
rating in all sizes, Schedule 40's maximum pressure
rating (figured at 72.4°F) varies with each size (see
Pipe Selection Chart on A-36). Pressure ratings for
transmitting warmer or cooler liquids can be determined
using the "Conversion Chart ..." shown on page A-36.
The maximum recommended temperature for Schedule
40 PVC is 130°F.
PVC Schedule 40 pipe and fittings can be joined
using solvent cements.
CAUTION: Do not use plastic pipe and fittings for com-
pressed air or gas.
Features:
• Resistance to corrosion and abrasion
• Resistance to many chemicalst*
• Smooth bore for improved flow characteristics
• Low cost installation
• Lightweight and flexible
• Non -toxic, NSF approved for use in drinking water
Specifications and Approvals:
• ASTM D-2665 specification for PVC plastic drain,
waste and vent pipe.
• ASTM D-1785 specification for potable water.
• ASTM D-1784 specification for Type 1, Grade 1 PVC
material used in the manufacturing of this pipe.
• NSF approved for drinking water use.
t For a complete list of chemicals contact your local Team
EJP sales office.
* Polar solvents such as ketones, some chlorinated hydro-
carbons and aromatics have damaging effects on PVC.
Applications:
Industrial and Process Piping
• Swimming pool piping
• Plant water supply and distribution lines
• Drainage and effluent piping
• Cooling water systems
• Vacuum piping
• Rainwater leaders for buildings
• Piping in fish hatcheries, aquariums, zoological and
biological buildings
• Well casings and dewatering lines
• Chemical and wash water systems for photographic
laboratories
• Acid products handling for refineries, metalworks and
plating plants
• Bleach, die and acid lines in textile mills
• Tailing and slurry lines in mines, smelters and
fertilizer plants
Pulp and Paper
• Alum and caustic handling
• Chlorine dioxide, chlorine and chlorine alkali plant -
piping
• Wash water piping and lagoon systems
Food Processing
• Brine and seawater distribution in fish plants
• Brine systems in meat packaging plants
• Piping for dairy, canning and beverage industries
Water and Sewage Treatment
• Alum and ferric chloride handling
• Chlorine injection systems
• Piping in lagoons and settling ponds
• Piping in pressure sewers
Irrigation
• Golf courses
• Greenhouses
• Housing and commercial properties
• Agriculture
NOTE: DWV Cellucore pipe is not rated for pressure

Pipe PVC
A 36 Schedule 40
Pressure Pipe
PVC Schedule 40 Pipe Selection Chart
SIZE
%"
FEET
PER
LENGTH
20
OUTSIDE
DLAMETER
0.084
WALL
THICKNESS
.109
POUNDSNOM.
PER
..
.161
RATING
600
PRODUCT
BELLED
73000
NUMBER
PLAINJ
-
3/4"
20
1.050
.113
.214
480
73005
-
1"
20
1.315
.133
.317
450
73010
-
P/4"
10
1.660
.140
.430
370
73016
730161
20
73015
-
1'/2'
10
1.900
.145
.520
330
-
73018
7
2"
2.375
.154
.690
280
-
73024
20
7
2%"
20
2.875
.203
1.105
300
73030
-
3"
10
3.500
.216
1.430
260
-
73033
7
4"
10
4.500
.237
2.040
220
73044
73042
20
73040
-
6"
20
6.625
.280
3.580
180
73045
-
8"
20
8.625
.322
5.500
160
73050
73051
10"
20
10.750
.365
7.690
140
73055
12"
20
12.750
.406
10.170
130
73062
-
NOTE: Not all pipe sizes are available at all Team EJP locations; call for availability. See Section B for PVC Schedule
40 Pressure Fittings, cement and primer.
Conversion Chart For Pressure Ratings At Various Temperatures
' 60'
70'
73.4°
80°
90°
100°
110°
120°
130°
• • • ' 1.15
1.04
1.00
.95
.90
.75
.65
.60
.50
Temperatures For PVC
Schedule 40 Pipe
Assembly Information:
1. Use a good grade of PVC pressure rated cement*
which meets ASTM standard D-2564.
2. Cut pipe to desired length with pipe cutters, hacksaw
or crosscut saw.
3. Ream pipe both internally and externally to remove
burrs and ragged edges.
4. Before making solvent weld joint be sure all joining
surfaces are free of dirt, dust, water and oil.
5. The use of a primer before the application of PVC
cement is recommended.
6. Apply primer to both joining surfaces.
7. Immediately apply a smooth coat of cement to the
joining surfaces.
8. Immediately insert the pipe or spigot end into the full
depth of the fitting or socket.
9. Turn pipe '/8 to '/4 turn in the socket to insure an even
spread of cement.
10. Hold firmly in position for a minimum of 30 seconds to
keep the pipe from backing out of the fitting or bell.
11. Allow newly assembled joints to carefully set before
installation or backfilling:
12. • 30 minutes @ 60-100°F • 1 hour @ 40-60°F
• 2 hours @ 20-40°F • 4 hours @ 1-20°F
13. It requires approximately 24 hours for the solvent
cement joints to thoroughly cure. The system should
not be put under working or test pressure until 24
hours has elapsed.
* Solvent cements should be stored in a cool place except
when actually in use. These cements have a limited shelf
life and inventories must be constantly rotated.

pepro e.drain
Product Description
Basic Use: e.drain has been specifically designed to meet
the drainage and protection requirements of below grade
waterproofing applications. E.Series utilizes e.drain in
applications for over excavated below grade foundation walls
to effectively eliminate the buildup of nuisance water, provide
another layer of waterproofing redundancy, and provide
protection during backfill. e.drain is also applied to shoring as
a base course for e.spray. When concrete is applied, the e.drain
and e.spray become integrated into the below grade foundation
walls, forming a uniform composite system that directs water
away and provides a seamless waterproofing membrane.
Composition: e.drain features a lightweight three-dimensional,
highly flexible high density polyethylene (HDPE) core and a
polypropylene geotextile filter fabric. The filter fabric is bonded
to the dimples of the HDPE core.
Benefits
• High density polyethylene core provides a high level of
chemical resistance and performs as a waterproofing
barrier
• Unique shallow dimple design allows for a uniform
application of e.spray
• For shoring applications, e.drain allows waterproofing to
become fully integrated into and bonded to the building
foundation wall
• Variable widths (6' and 8') provide minimal overlapping of
seams and increase installation efficiency
• Suitable for both cast in place concrete and shotcrete
Limitations
• High risk projects may require more redundancy
• Not ideal in backfill applications greater than 20 feet
Technical Data
Properties: See physical properties table
Coverages: 6' and 8' wide rolls cover 394 and 527 square feet,
respectively, not including overlaps or waste
Specification Writer: Contact EPRO before writing specifications
on this product. E.Series system assemblies should be reviewed
in order to meet project specific site conditions.
Installation
Preparation: Please refer to manufacturer's specifications for
substrate requirements. Rolls should be inspected for cosmetic
damage prior to application. Substrate must be inspected
prior to application to make certain it is in accordance with
manufacturer's requirements.
Application: Please refer to manufacturer's specifications.
Drainage panels may run horizontally or vertically and must be
secured to the wall using manufacturer's approved fasteners and
subsequent detailing methods.
Availability and Packaging
Contact EPRO sales representative for local distributors or
authorized applicators (www.eproinc.com).
Roll: 6' x 65.7', 60 lbs. or 8' x 65.7', 73 lbs.
Warranty
Limited Warranty: EPRO Services, Inc. believes to the best of its
knowledge that performance tables are accurate and reliable.
EPRO warrants this product to be free from defects. EPRO
makes no other warranties with respect to this product, express
or implied, including without limitation the implied warranties
of MERCHANTABILITY OR FITNESS FOR PARTICULAR PURPOSE.
EPRO's liability shall be limited in all events to supplying
sufficient product to retreat the specific areas to which defective
product has been applied. EPRO shall have no other liability,
including liability for incidental or resultant damages, whether
due to breach of warranty or negligence. This warranty may
not be modified or extended by representatives of EPRO or its
distributors.
Equipment
Secure with shot pins using power -actuated fastener or by hand.
Technical Services and Information
Complete technical services and information are available by
contacting EPRO at 800.882.1896 or www.eproinc.com.
This product was formally known as Ecodrain-E.

00epro e.drain
00
Typical Physical Properties
Physical Property Test Method Value
Dimpled Core
Core...................................................................................................................................................
HDPE
Core Material Thickness..................................................................................................................30
mil
Color..................................................................................................................................................
Brown
Dimple Height.....................................................ASTM D1777-96 ...................................................
.31 "
Compressive Strength........................................ASTM D6364-06...................................................
5,200 lbs./ft2
Flowrate..............................................................ASTM D4716........................................................5.1
gal./min./ft.
Filter Fabric
Grab Tensile........................................................ASTM
D4632-91 ...................................................
130 lbs.
CBR Puncture Resistance...................................ASTM
D6241........................................................40
lbs.
Apparent Operating Size..................................ASTM
D4751-99...................................................
70 sieve size (.0212 mm)
Water Flow Rate.................................................ASTM
D4491-99...................................................
55 gpm/ftz
UV Resistance.....................................................ASTM
D4355-92...................................................
70% (500 hrs)
Dimensions: 6' x 65.7', 8' x 65.7'
Weight: 6' rolls = 60 lbs., 8' rolls = 73 lbs.