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Home My WebLink AboutSite Certifications - 01/17/2023Page 1 OVERALL SITE and DRAINAGE CERTIFICATION Commercial, Multi-Family and Subdivision Certification Form and Checklist Project Name: Date: Building Permit Numbers: (Commercial or multi-family) Per the requirement in Fort Collins Stormwater Criteria Manual (FCSCM) Chapter 3, Section 3.0 to certify as- built construction to the approved drainage and grading plans, please fill in all applicable items in this Certification Form for Commercial, Multi-Family and Overall Single Family sites. NOTE: several items must be verified during construction. A copy of the approved grading plan must be submitted with the as-built grading plan. (As-built elevations must be written in red next to the approved elevations.) •Use “Yes” for items completed as described. •Use “N/A” for items that are not applicable to the site being certified. •If any blanks are “No,” attach an explanation referencing the item number below. Attach an explanation or description of the as-built condition for any items listed or for anything not listed but shown on the approved construction plans. Provide an as-built redline or Mylar drawing with the following: I.Water Quality and Quantity Detention Basin - FCSCM Ch. 6 and 7 For multiple detention basins on a site, provide the following for each basin separately: A. Volume: As-built topographic verification is attached at 1-foot (or less) contour intervals and volume verification calculations for the water quality capture volume and the 100-year detention storage volume. 1. Detention basin topography was prepared by a professional land surveyor registered in the state of Colorado. 2.Both proposed and as-built contours are shown on the same plan sheet (dashed lines for proposed and solid lines for as-built). 3.All critical spot elevations as shown on the approved construction plans have been verified and the as-built elevations are shown on the plan sheet. 4.Stage-storage-discharge tables are provided on a separate document. 5.Verification that designed drain time is in compliance with Colorado Revised Statute § 37-92- 602(8) is attached and has been uploaded to the Statewide Compliance Portal (tinyurl.com/COCompliancePortal) for approval. Uploaded documents must include: a.The cover sheet from the approved drainage report b.The stamped certification page from the approved drainage report c.As-built topographic survey d.Stamped certification page from the Overall Site & Drainage Certification e.PDF output from the Stormwater Detention and Infiltration Design Data Speadsheet 11/19 Oak 140 01/17/2023 B2101073 N/A N/A N/A N/A N/A N/A Page 2 B.Water Quality and Quantity Detention Basin Grading: Attached is as-built verification that there is a minimum 2% positive fall into the concrete trickle pans or flow-line(s) from all areas in the bottom of the detention pond. If there is a “soft pan” in the flow-line, all areas still must meet the minimum 2% grade requirement. 1.Low Flow: Choose one of the following detention basin low flow options as applicable: a. Turf swale for low flow path in detention basin. There is a minimum 2% grade in the flow-line(s) of the detention basin. The flattest as-built grade is . b.Concrete pan for low flow in detention basin. There is a concrete pan installed that meets the grades as shown on the approved construction plans. (Show as-built spot elevations.) c.Soft pan for low flow in detention basin. •Verify and document the soft pan material gradation, trench width and depth - to be verified during construction by engineer. Picture documentation is preferred or engineer’s statement of visual inspection and compliance. (Choose one below.) o There is a soft pan with an underdrain installed that meets the design on the approved construction plans. (Show the underdrain grades, bedding material, geotextile, spot elevations, bends, cleanouts, etc.) o There is soft pan installed without an underdrain but there is a type A or B soil. The soil type must be documented by supplying verification from a registered professional geotechnical engineer. NOTE: Spot elevations are to be within 0.2 ft. +/-. 2. Side Slopes: The as-built side slopes of the detention basin have been calculated and are shown. Indicate the side slope with an arrow and a numerical value (e.g., 6.25:1). The maximum slope allowed is 4:1. Small areas of 3:1 may be acceptable, but slopes steeper than 3:1 must be stabilized or re- graded. Provide documentation if a variance was granted for steeper slopes during the design process. 3.Spillway: The following items must be field verified: a.The location of the spillway is indicated on the as-built plan. b.The width of the spillway is indicated on the as-built plan. c.The elevation(s) of the spillway is shown on the as-built plan. d.A concrete ribbon defines the location and grade of the spillway. e.There is downstream scour protection in the spillway as per the construction plans. Indicate type: (riprap size “D50” gradation and bedding type, geotextile, buried riprap with inches of bury, etc.). f.There are no obstructions in the spillway, such as trees, bushes, sidewalks, landscape features, rocks, etc. 11/19 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 3 4.Outlet Structure: a.The orifice plate for the approved release rate is installed with the correct size and location of the orifice. b.The orifice plate for the water quality outlet is installed with the correct hole size, number of rows and columns of holes. c.The bottom hole on both the water quality and quantity outlets are at the bottom of the plate so no water ponds in front of the plate. d.The well screen is the correct material and is installed as shown on the construction plans. e.100-year overflow grate elevation is . (Elev. A on detail D-46) f.The top elevation of the water quality capture volume is . (Elev. B on detail D-46) g.Overflow grate is made of the correct material, has the correct bar spacing, is hinged at the top and bolted at the bottom. h.The bottom of the outlet box has no obstructions or misalignments that will cause it to retain runoff water and is sloped at 2% towards outlet. II.Channels/Swales - FCSCM Ch. 8, Sec. 2.0 and Ch. 9, Sec. 5.0 A. Capacity: The as-built capacity of all the major channels and swales has been verified. They meet or exceed capacity requirements shown in the approved drainage study for this project. 1.All swales are located within the drainage easements as shown on the construction plans. 2.Longitudinal slopes and side-slopes (cross-sections) have been verified. Design criteria requires longitudinal slopes of 2% min. (on vegetated swales) and side-slopes no steeper than 4:1. If these criteria are not met, the certification engineer will write a justification and propose mitigation for each instance or have the issues corrected. If variances to these criteria have previously been approved and are shown on the construction plans, no justification is needed. 3.As-built spot elevations on channels/swales are shown that correspond to spot elevations shown on the approved construction plans. 4.All permanent erosion control measures are installed as shown on the approved construction plans (e.g., drop structures, riprap, TRMs, etc.). (Include pictures and verification of the materials used as part of this verification.) 5.All pans, curbs, storm pipes or other appurtenances appropriately tie into each other in the system. (Pictures at tie-in points suggested.) 6.The minimum freeboard is provided for all channels and swales as shown on the approved construction plans or as identified in the approved drainage study. (Show the freeboard provided on the cross-sections as on the construction plan set or attached as separate documentation.) 7.The low flow portion of all channels or swales is clear of obstructions. (No landscaping, trees, shrubs, sod, etc. infringe on the low flow portion of channels or swales.) 11/19 N/A N/A N/A N/A N/A Yes 5009.04 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 4 III.Storm Pipes (aka storm drains) - FCSCM Ch. 9, Sec. 4.0 A. Storm Drain Pipe Capacity: The as-built capacity of all pipes installed on this project has been verified and meets or exceeds the capacity requirements shown in the approved drainage study for this project. 1.All storm drain pipe sizes and materials have been verified and are in conformance with the approved construction plans. (Indicate on the plan and profile sheets that they have been verified.) Material and size substitutions must be approved prior to installation. If a pipe size or material was changed during construction, the certification engineer must attach the approval documents or supply them with this certification. Approval documents must include a calculation documenting the capacity equivalency (equal or greater) of the substituted size. 2.The longitudinal slope of the pipe is as shown on the approved construction plans. The acceptable minimum slope is 0.4%. All slopes flatter than the designed slope on the construction plans must be justified with capacity calculations on an attached sheet. 3.The as-built invert elevations have been verified and are shown on the plan and profile sheets of the approved construction plans. B.Storm Drain Pipe Installation Requirements: All pipes are installed in accordance with the approved construction plans and construction specifications. 1.The minimum cover requirements for all pipes have been met as shown on the approved construction plans. These will be called out in critical locations. 2.All encasements and clearances as specified on the approved construction plans have been met. 3.Any specific joint types or construction methods specified on the approved construction plans have been met. (List on a separate sheet and attach to this certification.) IV.Concrete Pans - FCSCM Ch. 8, Sec. 2.0 A. Construction/Installation: All concrete pans have been constructed in accordance with the approved construction plans. 1.The concrete pans are the correct size/width as shown on the approved construction plans. 2.The longitudinal slopes of the pans are as shown on the approved construction plans. The certification engineer must justify or mitigate longitudinal slopes less than the minimum of 0.4% unless a flatter slope was approved and is shown on the approved construction plans. Provide mitigation or justification by separate document. 3.The cross-section of the pan is as shown on the construction plans. (Specifically, the pan cross- section is “V” shaped and meets the side slope shown on the detail.) 4.The concrete pans are a minimum of 6 inches thick without reinforcement and a minimum of 4 inches thick with a minimum of 6X6-W14xW14 reinforcement per detail D20B and D20C. (Provide documentation of the reinforcement used if different than shown on the details or on the approved construction plans.) 5.The spot elevations shown on the concrete pan(s) have been verified and are shown on the as- built drawings. 11/19 Additional survey includes public tie in location, but upstream is blind connection to building roof drain. Yes Yes Yes Yes Yes Yes Yes Yes N/A N/A N/A N/A N/A N/A Page 5 V. Storm Drain Inlets - FCSCM Ch. 9, Sec. 3.0 A. Construction/Installation: All storm drain inlets have been constructed in accordance with the approved construction plans and construction specifications. 1.The size and type of inlets are consistent with the inlets shown on the approved construction plan. Indicate by writing “Verified” on each inlet on the plan sheet or list on a separate document the inlet number(s), type and size (length). If the inlet installed is other than the one on the approved construction plan detail sheet, provide the name and source of the detail with justification for equal or better capacity. 2.The size of the inlet opening is consistent with the approved detail. (Check height and width.) 3.The elevation of the grate (if applicable) is at the elevation shown on the street profile or as indicated by a spot elevation on the construction plans. 4.The as-built invert elevations of all pipes entering and leaving the inlet are shown on the plan and profile sheets within construction tolerance of 0.2 feet. If substantially different, provide justification and capacity calculations to show the capacity is not affected or propose mitigation. 5.The as-built size of the inlet box is as shown on the construction plans or an explanation or justification is attached. 6.All Type C, R, 13 and 16 inlet covers are stenciled or stamped with the following designation (or an equivalent): NO DUMPING – DRAINS TO POUDRE RIVER. VI.Culverts - FCSCM Ch. 9, Sec. 4.0 A. Construction/Installation: All culverts have been constructed and/or installed in accordance with the approved construction plans and construction specifications. 1.All culvert sizes have been verified as indicated on the as-built construction plans as correct. 2.The culvert material type for all culverts installed is as on the approved construction plans and is indicated on the as-built plans. 3.The as-built invert “in and out” elevations have been verified and are indicated on the as-built construction plans. 4.The culvert headwalls or wing walls have been installed as shown on the approved construction plans. Headwalls or wing walls may be needed in the as-built conditions onsite if the slopes adjacent to the culvert are greater than 4:1. Please note areas needing stabilization in the certification narrative. An alternative to consider is a turf reinforcement mat (TRM). VII.Sub-Drains A. Construction/Installation: All sub-drains shown on the construction plans have been installed in accordance with those plans and the construction specifications. Sub-drains installed with the sanitary sewer are to be verified on the sanitary sewer plan and profile sheets of the construction plans. (NOTE: Indicate any sub-drains installed after the plans were approved on the as-built plans.) 1.The size of the sub-drains are as approved on the construction plans and are indicated on the as- built plans. 2.The type of sub-drain, in particular the perforated and non-perforated sections of the drain, are as indicated on the approved construction plans. 11/19 Yes Yes Yes Yes Yes N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Page 6 3.The cover requirements per the construction plans are provided. 4.The cleanouts have been installed at the locations shown on the construction plans and are accessible for cleaning. (Cleanouts can be buried a maximum of 6 inches deep with their locations marked.) 5.The backfill materials for sub-drains are as shown on the approved construction plans. (This includes the type, depth and width.) 6.The geo-textile liner completely wraps the sub-drain and the permeable backfill material unless shown otherwise on the approved construction plans. (Sub-drain pipe wrapped in a sock filter material is accepted only if approved prior to installation.) VIII.Curb Cuts A. Construction: All curb cut openings are constructed in accordance with the approved construction plans and construction specifications. 1.The size (width) of the curb cut opening is as shown on the approved construction plans. 2.The curb cut openings tie into a downstream swale, pipe, or other appurtenances with a smooth transition and there no obstructions such as riprap or sod impeding the flow downstream of the curb cut. IX.Sidewalk Culverts & Chases A. Construction/Installation: All sidewalk culverts have been installed at the locations shown on the approved construction plans. 1.The size (width and length) of the culverts are as shown on the approved construction plans. 2.The cover plate is a minimum 5/8-inch galvanized plate bolted to a galvanized angle iron per the detail shown on the approved construction plans or per the City’s detail. 3.The sidewalk culvert invert “in and out” elevations have been verified and are indicated on the as-built plans. 4.The sidewalk culvert opening is as shown on the approved construction plans or per the City’s detail. 5.There is a smooth transition both on the inlet and outlet ends of the sidewalk culvert with no obstructions such as riprap or sod impeding the flow into or out of the sidewalk culvert. X. Site Grading - FCSCM Ch. 8 A. Construction: All common open spaces have been graded in accordance with the approved construction plans. 1.The grading on all common open spaces bordering private lots has been verified as correct and the as-built rear lot corner elevations have been shown on the as-built plans. 11/19 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A Yes Yes Page 7 2.The as-built contours for “overlot grading” are shown on the as-built construction plans for all common open spaces, tracts, outlots, etc. If not in compliance, please attach a narrative describing the situation for noncompliance and when it may be corrected. An escrow for overlot grading may be required. (NOTE: Residential Lot Grading Certification is a separate process from this Overall Site Certification. It is understood that residential lots will be brought to final grade once the foundation is backfilled so they may be lower than the plan shows at this Overall Site Certification stage.) 3.All turf reinforcement mats (TRMs) have been installed as shown on the approved construction plans and the slopes are stabilized. XI.Permanent Erosion Control BMPs - FCSCM Ch. 9, Sec. 7.0 A. Construction: All permanent erosion control BMPs have been installed per the approved construction plans. 1.All riprap has been installed in the locations and sizes indicated on the approved construction plans. 2.All fabric has been installed in the locations and sizes indicated on the approved construction plans. a.All fabric was installed per the details on the approved construction plans. XII.Post-Construction Site Cleanup - FCSCM Ch. 3, Sec. 2.0 A. Construction: All construction debris and obstructions of any kind have been removed from drainage paths. 1.All construction debris has been removed except in staging area(s). 2.All ruts have been smoothed out in all construction areas. 3.All areas needing reseeding have been identified and future stabilization goals have been coordinated with the Erosion Control Inspector and in accordance with FCSCM Vol.2 Chapter 12. Note the area needing stabilization in the narrative. XIII.Certification of LID and Water Quality Facilities - FCSCM Ch. 7 A.Attached are the During Construction Inspection Checklist for Low Impact Development (LID) and other items to be verified during construction, along with pictures and other required documentation. B.Attached is verification of the rain garden and/or sand filter flat surface area(s) and ponding volume(s). This verification includes survey of critical elevations. C.Attached is verification of the underground infiltration required volume(s), weir elevations, orifices, inspection ports and filtering fabric. This verification includes survey of critical elevations. D.All visible LID design features were verified as part of the engineer's site visit. 11/19 N/A N/A N/A N/A N/A N/A Yes Yes Yes N/A Yes Yes N/A Yes 11/19 Page 8 XIV.Certification of Other Permanent BMPs A.The construction of other permanent BMPs not specifically addressed in this certification is in accordance with the approved plan. This may include grade control structures, rundowns, bridges, stream access/improvements, etc. Please specify other permanent BMPs included on this site: XV. Certification and Erosion Control Measures - FCSCM Ch. 3 A. All temporary erosion control measures shall be removed upon stabilization. If at the time of preparing this certification there are any erosion control measures still remaining on the site, please note them in the narrative and verify that they need to remain at this time. If in doubt as to the need for any control measure, please consult with the Erosion Control Inspector at erosion@fcgov.com. XVI.Statement of Compliance - FCSCM Ch. 3 A. This certification is signed and stamped. By signing this form, the engineer(s) attests that he/she has visited and observed the site, and to the best of his/her knowledge, the as-built conditions of the drainage facilities are as described in the above form and in the enclosed as-built plans. B.Failure to properly disclose all known information could result in the rejection of this certification and prevent the release of any and all Stormwater Utility permit holds on Building Permits and/or Certificates of Occupancy within this development. XVII. Signature and Stamp by a Colorado-Registered Professional Engineer Engineer’s contact information: Name: Email: Phone: Company: Address: PE Stamp 2020/12/232023/01/062023/01/122023/01/17 N/A Erik Nakos enakos@jvajva.com 970.225.9099 JVA, Inc. 213 Linden Street, Suite 200 Fort Collins, CO 80524 2/14/17 Page 1 CERTIFICATION OF LOT GRADING Pursuant to Fort Collins City Code § 26-544 & City Land Use Code § 3.3.2 (e) Date: Address: Lot: Block: Subdivision: Permit Application #: Larimer County Parcel #: Larimer County Reception #: (on development agreement) I, (print) , a Colorado registered professional engineer, verify that construction of all stormwater facilities and grading is complete and hereby submit this certification. Please answer the following questions by initialing the appropriate response. For each question initialed “No,” attach an explanation detailing how this will affect stormwater drainage for this lot and any adjacent lots. 1.Certification includes attached Stormwater-approved grading plan. (NOTE: City’s Building Department does not approve grading plans). 2.Certification includes the attached as-built survey dated (must be within 60 days of the date the certification is submitted) accurately and truthfully depicting elevations for: Top of foundation/finished floor Finished grade on each side of the structure Quarter points along each lot line (not more than 50 feet apart) Break points/high points Swales Berms Retaining walls Air conditioning pads Window wells Any other appurtenance(s) within an easement 3.All elevations are within a 0.2 foot tolerance of the approved grading plan. 4.The top of foundation is at least 6 inches above the highest grade surrounding the structure. 5.There is a minimum grade of 5% away from the structure within the first 5 to 10 feet adjacent to the residence. 6.All slopes meet or exceed the minimum requirement of 2% (1% is acceptable on single family lots when the swale is draining the runoff from only two adjoining properties) and are not steeper than 33% (3:1). 7.All flow lines of stormwater drainage swales are a minimum of 6 inches below the elevation of ground adjacent to the structure and will direct drainage as shown on the Stormwater-approved grading plan. 8.All downspout locations and discharge directions are shown on the as-built survey. Runoff is directed into an appropriate drainage system or lot line swale, and it is not directed onto neighboring properties. No Yes No Yes No Yes No Yes No Yes No Yes No Yes No Yes ETN There is adequate drainage away from the building within the constraints of the surrounding grades ETN ETN ETN ETN ETN There is adequate drainage away from the building within the constraints of the surrounding grades There is adequate drainage away from the building within the constraints of the surrounding grades ETN ETN 01/17/2023 Fort Collins Town 149 Remington St (Residential) & 140 East Oak St (Commercial)B2101073 Fort Collins, CO 9712369901 through 9712369905 23 through 30 121 20210058966 Erik Nakos 12/20/2022 2/14/17 Page 2 9.A smooth transition with no vertical offset (step) in grade is provided at the lot line to all adjacent properties. 10.The grading of this lot does not adversely affect neighboring properties or City infrastructure. 11.Landscaping has been completed prior to survey. If not, please indicate who will be responsible for completing landscaping: 12.Final site cleanup has been completed. 13.I personally visited the site as part of the certification process, and in my professional opinion, the as-built survey is an accurate representation of the site conditions.. No Yes No Yes No Yes No Yes No Yes 14.Based on this information, I certify that (check one): □The elevations and drainage patterns of the lot/site are in substantial conformance with the City approved drainage and grading plan for the property (information attached). □The elevations and drainage patterns of the lot/site as measured are in general conformance with the City approved drainage plan with exceptions (information attached). In my professional judgment the elevations and grading of the lot/site as constructed are functionally adequate and equivalent to the specifically approved drainage plan, and will affect stormwater drainage on and off the lot/site in a manner consistent with the approved drainage plan. Name: Email: Phone: Company: Address: NOTE: A complete certification must be submitted at least two weeks prior to a request for a Certificate of Occupancy for the lot/site, including, but not limited to, drawings of the lot/site showing the approved design and as-built surveyed elevations of all structures, drainage and grading features, written information/explanation of discrepancies, and other information necessary to confirm the above certification to: Email (preferred) WaterUtilitiesEng@fcgov.com Mailing Address Fort Collins Utilities ATTN: Water Utilities Engineering 281 North College Avenue Fort Collins, CO 80521 Questions? 970-221-6700 PE Stamp Sign and date ETN ETN ETN ETN ETN 2020/12/232023/01/062023/01/122023/01/17 4 Erik Nakos enakos@jvajva.com 970.225.9099 JVA, Inc. 213 Linden Street, Suite 200 Fort Collins, CO 80524 Sheet 1 of 2 Designer: Company: Date: Project: Location: 1. Basin Storage Volume A) Effective Imperviousness of Tributary Area, Ia Ia =90.0 % (100% if all paved and roofed areas upstream of rain garden) B) Tributary Area's Imperviousness Ratio (i = Ia/100)i = 0.900 C) Water Quality Capture Volume (WQCV) for a 12-hour Drain Time WQCV = 0.32 watershed inches (WQCV= 0.8 * (0.91* i3 - 1.19 * i2 + 0.78 * i) D) Contributing Watershed Area (including rain garden area) Area = 18,099 sq ft E) Water Quality Capture Volume (WQCV) Design Volume VWQCV =cu ft Vol = (WQCV / 12) * Area F) For Watersheds Outside of the Denver Region, Depth of d6 = in Average Runoff Producing Storm G) For Watersheds Outside of the Denver Region, VWQCV OTHER =cu ft Water Quality Capture Volume (WQCV) Design Volume H) User Input of Water Quality Capture Volume (WQCV) Design Volume VWQCV USER =583 cu ft (Only if a different WQCV Design Volume is desired) 2. Basin Geometry A) WQCV Depth (12-inch maximum)DWQCV =6.22 in B) Rain Garden Side Slopes (Z = 4 min., horiz. dist per unit vertical) Z = 0.00 ft / ft (Use "0" if rain garden has vertical walls) C) Mimimum Flat Surface Area AMin =326 sq ft D) Actual Flat Surface Area AActual =1130 sq ft E) Area at Design Depth (Top Surface Area)ATop =1130 sq ft F) Rain Garden Total Volume VT=586 cu ft (VT= ((ATop + AActual) / 2) * Depth) 3. Growing Media 4. Underdrain System A) Are underdrains provided?1 B) Underdrain system orifice diameter for 12 hour drain time i) Distance From Lowest Elevation of the Storage y =ft Volume to the Center of the Orifice ii) Volume to Drain in 12 Hours Vol12 =cu ft iii) Orifice Diameter, 3/8" Minimum DO = in Design Procedure Form: Rain Garden (RG) EJK JVA, Inc. January 6, 2023 Oak 140 - ASBUILT 140 Oak Street, Fort Collins, CO UD-BMP (Version 3.07, March 2018) Choose One Choose One 18" Rain Garden Growing Media Other (Explain): YES NO UD-BMP_v3.07_Asbuilt, RG 1/6/2023, 10:17 AM Sheet 2 of 2 Designer: Company: Date: Project: Location: 5. Impermeable Geomembrane Liner and Geotextile Separator Fabric A) Is an impermeable liner provided due to proximity of structures or groundwater contamination? PROVIDE A 30 MIL (MIN) PVC LINER WITH CDOT CLASS B GEOTEXTILE ABOVE IT. USE THE SAME GEOTEXTILE BELOW THE LINER IF THE SUBGRADE IS ANGULAR 6. Inlet / Outlet Control A) Inlet Control 7. Vegetation 8. Irrigation A) Will the rain garden be irrigated? Notes: Design Procedure Form: Rain Garden (RG) EJK JVA, Inc. January 6, 2023 Oak 140 - ASBUILT 140 Oak Street, Fort Collins, CO Choose One Choose One Choose One Sheet Flow- No Energy Dissipation Required Concentrated Flow- Energy Dissipation Provided Plantings Seed (Plan for frequent weed control) Sand Grown or Other High Infiltration Sod Choose One YES NO YES NO UD-BMP_v3.07_Asbuilt, RG 1/6/2023, 10:17 AM PROJECT #: DRAWN: REV: SCALE: NO. SHEET TITLE: REVIEWED: DATE: FILE: 12345 A B C D E A B C D E 6 123456 1" = 20'-0" MEC ETN 20001 GMP 20001 4/8/21 OA K 1 4 0 FO R T C O L L I N S , C O GRADING & DRAINAGE DETAILS CD1.0 Varies 5009.11-5009.16 See Survey Varies 5009.07-5009.09 See Survey (5009.07 Used for calcs) Varies 5008.21-5008.23 See Survey Varies 5007.94-5008.02 See Survey Flexible FO FO IR R IR R IR R T T T T T FO T T T TTTT T T T TT T T T T T T T T T T T IRR IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R FO FO FO FO FO FO FO 20 ' A L L E Y EAST OAK STREET (100' PUBLIC R.O.W.) SS SS SS SS SS SS SS SS SS SS SS SS SS SS T ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST T T W W W W W W W W W W W W WWW IR R IR R IR R IR R IR R IR R FO FO FO FO FO FOFO FO FO FO FO FO T T T T T T T T T T T T T T T BASIS OF BEARINGS ST ST ST ST ST ST ST ST ST T 1. 7 ' 0.3' 1. 7 ' 0.8' 0.8'1. 7 ' 0.8' 0.8'1. 7 ' 0.8' 0.8' 1. 4 ' 0.7' 0.7'1. 4 ' 0.9' 0.9'1. 7 ' 0.9' 0.9'1. 7 ' 0.9' 0.9' 1. 7 ' 0.3' 0.3' 1. 7 ' 1.7' 0.3' LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 - BLOCK 121 - RE M I N G T O N S T R E E T (1 0 0 ' P U B L I C R . O . W . ) W C.O. C.O.C.O.C.O. C.O.C.O. W W F.O. W HYD H2OW W W D S VAULT F.O. ELEC ELEC ELEC W CS W FF=4982.51FF=4982.67FF=4982.69 FF=4983.60 FF=4983.35 FF=4982.97 FF=4982.62 FF=4982.60 FF=4982.99 FF=4982.57 FF=4981.92 FF=4981.85 FF=4983.76 FF=4983.76 FF=4983.74 FF=4983.74 FF=4981.76 FF=4981.91 5 STORY BRICK & CONCRETE W/PARKING GARAGE 6. 5 ' 43.3'2. 7 ' 5.0' 2. 7 ' 15.7' 13 . 0 ' 20.1' 13 . 0 ' 14.0' 4. 8 ' 9.7' 5. 4 ' 26.8' 80 . 7 ' 3.9' 14 . 7 ' 3.9' 23 . 3 ' 3.9' 25 . 4 ' 8.8' 3. 9 ' 37.3'3. 9 ' 29.0' 3. 9 ' 37.0'3. 9 ' 14.7' 33 . 7 ' 3.9' 12 . 0 ' 2.0' 7. 9 ' 1.9' 26 . 6 ' 1.9'2. 8 ' 2.0' 17 . 4 ' 17 . 9 ' 11 . 6 ' 17 . 9 ' CP WORMWOOD EL=4982.50CP MOSHI EL=4982.57 CP MONT EL=4983.38 CP LEROY EL=4981.46 INLET RIM=5009.16 BTM=5007.42 PVC INV=5008.02 TOP ORIFICE=5009.07 INLET RIM=5009.11 INLET RIM=5009.04 INLET GRATE=5009.17 BTM=5007.37 PVC INV=5007.96 (N) PVC IN=5008.22 (W) TOP ORIFICE=5009.09INLET RIM=5009.26 INLET RIM=5009.13 INLET RIM=5009.14 INLET RIM=5009.16 BTM=5007.37 PVC INV=5007.95 (S) PVC IN=5008.23 (N) TOP ORIFICE=5009.07 INLET RIM=5009.11 BTM=5007.34 PVC INV=5007.94 (W) PVC IN=5008.21 (S) TOP ORIFICE=5009.07 09.3 9 09.40 09.40 09.40 09.37 09.37 09.34 09.34 09.36 09.37 CONCRETE WALL 09.38 ST ST INLET RIM=4982.46 INV=4980.16 INLET RIM=4982.65 INV=4980.15 INLET RIM=4981.59 INV=4977.59 54.3 LF± 10" PVC @4.7% 18.5 LF± 6" PVC @ 12.5% (TO TEE) PIPE SLOPES ARE APPROXIMATED. UNABLE TO LOCATE TEE NORTH Sheet Of 1 Sheet AS B U I L T S U R V E Y NO T I C E : Ac c o r d i n g t o C o l o r a d o l a w y o u m u s t c o m m e n c e a n y l e g a l a c t i o n b a s e d up o n a n y d e f e c t i n t h i s s u r v e y w i t h i n t h r e e y e a r s a f t e r y o u d i s c o v e r s u c h de f e c t . I n n o e v e n t m a y a n y a c t i o n b a s e d u p o n a n y d e f e c t i n t h i s s u r v e y be c o m m e n c e d m o r e t h a n t e n y e a r s a f t e r t h e d a t e o f t h e c e r t i f i c a t e s h o w n he r e o n . E N G I N E E R N G I E H T R O N R N FO R T C O L L I N S : 3 0 1 N o r t h H o w e s S t r e e t , S u i t e 1 0 0 , 8 0 5 2 1 GR E E L E Y : 8 2 0 8 t h S t r e e t , 8 0 6 3 1 97 0 . 2 2 1 . 4 1 5 8 no r t h e r n e n g i n e e r i n g . c o m A TRACT OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 12, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AS BUILT SURVEY NOTES: 1) This survey does not constitute a title search by Northern Engineering to determine ownership or easements of record. (document, title commitment, warranty deed, plat, etc) was utilized in preparation of this survey. 2) Design drawing shown for reference only. 3) Vertical Benchmark - City of Fort Collins BM 5-00, elevation=4978.05 (NAVD 88) 4) The lineal unit of measure for this survey is U.S. Survey Feet. 1 OA K 1 4 0 FO R T C O L L I N S , C O L O R A D O SURVEYING CERTIFICATE I, Matt E. Lockwood, a Registered Professional Land Surveyor in the State of Colorado, do hereby certify that the survey represented by this drawing was made under my supervision and created on December 6, 2022. For and on behalf of Northern Engineering Services, Inc. Matt E. Lockwood Colorado Registered Professional Land Surveyor LS 38316 SURVEY NOTES TOP ORIFICE, BUT ELEVATION IS TOP OF WEIR WITHIN STRUCTURE. THERE IS NO ORIFICE. This is the invert of the pipe coming into the inlet from the site. 1/19 Page 1 of 2 DURING CONSTRUCTION INSPECTION CHECKLIST To be completed by Construction Superintendent This checklist is to be completed during construction and included with the Overall Site and Drainage Certification. • Use “Yes” for items completed as described. • Use “N/A” for items that are not applicable to the site being certified. • If any blanks are “No,” attach an explanation referencing the item number below. Project Name: OAK 140 Date: 12/14/22 Building Permit Numbers: B2101073 I. Compaction A. N/A All berms and embankments meet the compaction requirements as specified in the project geotechnical report or comply with the City’s standard, which is “soils should be compacted within a moisture content range of 2% below to 2% above optimum moisture content and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698).” Compaction requires verification during construction. Provide testing log from contractor/engineer. II. Storm Drain Pipe Installation Requirements A. Yes The pipe trenches have been compacted in accordance with Section 02225-3.07.A.1. of the Fort Collins Development Construction Standards for Water, Wastewater, Stormwater (e.g., the trenches in the roadways are to be 95% of maximum density and all other areas are to be at 90%, both in accordance with ASTM D698). III. Energy Dissipation and Erosion Protection - FCSCM Chapter 9, Section 7.0 A. Riprap 1. N/A The riprap bedding is a granular bedding of the gradation and thickness indicated on the approved construction plans. 2. N/A A filter fabric was installed instead of granular bedding and is the material shown on the approved construction plans or was an approved equal. Provide documentation for an approved equal. 3. N/A The riprap is the gradation shown on the approved construction plans with a D50 of . 4. N/A The riprap thickness is as shown on the approved construction plans and extends to the horizontal limits shown. 5. N/A The riprap is buried to the depth indicated on the approved construction plans. (A minimum of 6 inches of soil is required.) B. Permanent Erosion Control Fabric - FCSCM Vol.1, Ch.7 1. N/A All fabric was installed per manufacturer’s specifications. 1/19 Page 2 of 2 IV. Other Permanent BMPs A. N/A All cut-off walls have been installed in accordance with the approved construction plans. (Cut-off walls are required for irrigation ditch crossings of storm drain pipes.) V. Extended Detention Basins A. N/A Installation of this facility was verified via inspection by a City-Stormwater Inspector at the point of installation of the water quality control box(es). Provide date of inspection and name of inspector: Included certification sheet(s): Please check the appropriate box(es) for the Low Impact Development (LID) facilities found on this site and complete the corresponding certification sheets. ☐ Permeable Interlocking Concrete Pavers ☒ Bioretention Cells (Rain Gardens) ☒ Sand Filters ☐ Vegetated Buffers ☐ Underground Infiltration ☐ Other LID – For certification of Dry Wells, Tree Filters, Constructed Wetland Channels & Ponds, etc., contact City Staff to determine requirements to exhibit the LID facility has been constructed and functions as intended per the approved drainage report. *Please provide photographic documentation of the installation of all stages of all LID facilities. **Please contact the City Stormwater Inspector at stormwaterinspection@fcgov.com to discuss inspection requirements for each LID facility and request inspections. ***All facilities being certified must be “clean” – free of sediment & construction debris – prior to certification or acceptance of the facility. Completed by: Name: Andrew Gates Title: Project Engineer Email: agates@calconci.com Phone: 847-946-1992 Company: Calcon Constructors Address: 2270 W. Bates Ave Englewood, CO 80110 1/19 Page 1 of 3 Bioretention Cells (Rain Gardens) Item/Activity Yes No N/A Submittal Requirements Submitted?/Response Stormwater Inspection Pre-construction meeting was held with City-Stormwater Inspector to discuss installation, inspection, checklist, and protection from sedimentation ☒ ☐ ☐ Record date, inspector name, meeting location (i.e. DCP, initial erosion control inspection, etc.) 8/25/22 2:00pm- 3:00pm Underdrain and basecourse inspection(s): Installation of this facility was verified via inspection by a City-Stormwater Inspector at the point of installation of the outlet, underdrain, geomembrane layer, and base course (per design in Final Plan Documents) ☒ ☐ ☐ Record date(s) of inspection and inspector’s name Pea gravel and BSM inspection(s): Installation of this facility was verified via inspection by a City-Stormwater Inspector at the point of installation of the pea gravel and bioretention sand media ☒ ☐ ☐ Record date(s) of inspection and inspector’s name Excavation Heavy equipment did not encroach into the excavated area (prevents over-compaction) ☐ ☐ ☒ Bottom of cell was “ripped” after excavation ☐ ☐ ☒ Provide photographs before and after “ripping” Bottom surface of cell is flat and level ☒ ☐ ☐ Provide photograph Excavated area is protected/surrounded by sediment/runoff control measures during construction ☒ ☐ ☐ Provide photograph Intake Upstream catchment drains to inlet/bioretention cell per plan and flows are fully captured ☒ ☐ ☐ Forebay Forebay is installed according to design specifications ☐ ☐ ☒ Provide photograph There is a minimum 3” drop at the forebay entrance ☐ ☐ ☒ Provide photograph Forebay will drain fully and not hold standing water ☐ ☐ ☒ Outlet Structure/Overflow Emergency overflow elevation is confirmed ☒ ☐ ☐ Measure and record distance from overflow to top of media filter; provide photograph Overflow inlet elevation is set above bioretention media per plan ☒ ☐ ☐ Provide photograph ☒ ☒ ☒ 1/19 Page 2 of 3 Overflow inlet invert elevation is at least 3 inches below containment wall/berm (to direct overflow into inlet) ☒ ☐ ☐ Measure and record distance between inlet and top of containment wall/berm; provide photograph Overflow path and check dams, if used, are armored to protect from erosion and maintain elevations ☐ ☐ ☒ Provide photograph Impermeable Liner Impermeable liner meets design specifications ☒ ☐ ☐ Provide specifications of delivered material Impermeable liner is appropriately anchored ☒ ☐ ☐ Provide photograph Impermeable liner is buried with no exposure ☒ ☐ ☐ Any penetrations of the impermeable liner have been sealed and checked for water-tightness ☒ ☐ ☐ Provide photograph (if necessary) Underdrain System Underdrain pipe meets design specifications ☐ ☐ ☒ Provide photograph At least one cleanout is provided per underdrain lateral ☐ ☐ ☒ Provide photograph Cleanout pipe is solid (not perforated/slotted) ☐ ☐ ☒ Provide photograph Cleanout covers are installed and watertight ☐ ☐ ☒ Provide photograph Verify the underdrain is NOT wrapped in geotextile fabric ☐ ☐ ☒ Provide photograph Verify there is no orifice plate on the underdrain outfall ☐ ☐ ☒ Provide photograph Underdrain integrity tested after backfilling using TV and/or water test ☐ ☐ ☒ Provide documentation of test results Filter Media and Aggregate Reservoir aggregate layer (ASTM #57 or #67): - meets design specifications - is installed to the required design depth ☒ ☐ ☐ Provide load ticket, photographs, and record depth installed Diaphragm aggregate layer (“Pea Gravel” with gradation ASTM #8, #89, or #9): - meets design specifications - is installed to the required design depth ☒ ☐ ☐ Provide load ticket, photographs, and record depth installed Bioretention Sand Media (BSM) composition: - meets design specifications - is installed to the required design depth ☒ ☐ ☐ Provide load ticket, photographs, and record depth installed BSM was “machine mixed” by supplier prior to delivery ☒ ☐ ☐ Provide load ticket BSM is installed flat and level ☒ ☐ ☐ Provide photograph Other Structural Components Containment wall/berm is continuous and level ☒ ☐ ☐ Landscaping ☒ ☒ ☒ ☒ ☒ ☒ ☒ ☒ ☒ ☒ ☒ ☒ ☒ ☒ 1/19 Page 3 of 3 Verify final landscaping is free of sod ☒ ☐ ☐ If sod is used, it must be shown to be “sand-grown” Final landscaping (non-floatable mulch) is flat and level ☒ ☐ ☐ Provide photograph Vegetation is planted according to landscape design specifications and final landscaping plan ☒ ☐ ☐ Provide photograph Verify that weed barrier is NOT installed ☒ ☐ ☐ Temporary irrigation installed ☐ ☒ ☐ If N/A, then verify that permanent irrigation is installed to establish/maintain vegetation Permanent Irrigation Installed Close Out Upstream catchment stabilized prior to diverting runoff into bioretention cell ☐ ☐ ☒ ☒☒ Table of Contents 1. Photo Documentation ________________________15 2. Nyloplast Basin Submittal_____________________29 3. Drainage Fabric Submittal ____________________39 3. Biomedia Fill Submittal ______________________41 4. Load Tickets_______________________________48 5. Impermeable Liner Submittal__________________57 PHOTOS Photo of overall raingarden prior to fill of material Photo of overall raingarden prior to fill of material, includes overflows and underdrains Underdrain Overflow Overflow to be connected to nyloplast structure Photo of overall raingarden prior to fill of material, includes overflows and underdrains Photo of filter fabric above waterproofing layer and above underdrain Overflow to be connected to nyloplast structure Photo of aggregate layer Photo of aggregate layer Photo of bioretention material placed on top of aggregate later, with filter fabric in between Photo of bioretention material leveled out Photo of bioretention material leveled out Photo of concrete splash block at outfall of structure Photo of final raingarden Photo of final raingarden 1/12/23, 7:06 AM IMG_2224.HEIC https://drive.google.com/drive/recent 1/1 Photo of Nyloplast structure Photo of Nyloplast without grate, with roof drain conveyed to side of weir that discharges into rain garden. Photo of Nyloplast without grate, with roof drain conveyed to side of weir that discharges into rain garden. Nyloplast Basin Submittal Approval Sheet PLEASE USE THE SPACES BELOW FOR COMMENTS AND STAMPS RECEIVED Reviewed for general conformity with plans and specifications, subject to final approval by architect and/or engineer. DATE: BY: PROJECT: JOB#: SUBMITTAL#: Nyloplast Drain Basin Oak 140 01-0961 113-334000 12/15/21 Phillip Ray 12/13/21 CIVIL Received: __________________ Date: _____________________By: _______________________________ JVA, Inc. 4 EJK 12/28/2021 12/28/2021 No Exceptions Noted Exceptions Noted Revise and Resubmit Rejected 10/21 WEIR BASIN SHOP DRAWING PO# Part Number 2824AG5WE Customer approval Project Name Oak 140 SF-268997 Prepared By Melissa Hickson Nyloplast 678-745-6037 melissa.hickson@ads-pipe.com Dia.24 Structure No.N/A Qty.4 Grate 24; Domed; Accessories Weir Plate - 2; Doghouse Plate; Rim Elev.5009.50 ft. Basin Height 21 in. Sump Depth 6.00 in. Stub size Angle Pipe Type Invert Elev. ft. AMSL Production Depth inches Weir Elevation Stub(s) Covered Stub #1 4 in.0 °PVC SCH.40 5008.25 ft.15.00 in. Stub #2 4 in.270 °PVC SCH.40 5008.54 ft.11.52 in.5009.06 ft. Stub #3 Stub #4 Stub #5 Stub #6 CUSTOMER NOTES PART CODES PRODUCTION NOTES increased RIM elevation to meet min basin height manufacturing requirements. Will need field trim 2499CGD;provide 1/2" orifice holes around basin of the 6" sump **quantity of 4 basins** Stub Covered 2 Orifice Diameter Weir Height 15.720000000005 in. Orifice Invert This product is made to order and non-Refundable Nyloplast, 3130 Verona Ave. Buford, GA 30518. (866) 888-8479 Nyloplast® is a registered trademark of Advanced Drainage Systems® Nyloplast® is not responsible for accuracy of shop drawings submitted by customer through Basin Configurator. Submission of shop drawings for purchase and fabrication constitute an approval for production as designed by customer. 12/09/2021 10:07:39 AM Will trim basins to correct height in field. -PR THE MOST ADVANCED NAME IN WATER MANAGEMENT SOLUTIONS ™ Advanced Drainage Systems, Inc. 4640 Trueman Blvd. Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.comThe ADS logo, N-12®, SaniTIte® HP, EnviroHood™ and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Nyloplast® is a registered trademark of Nyloplast. INSERTA TEE® is a registered trademark of Inserta Fittings Co. Hi-Q® and Sure-Lok® are registered trademarks of Hancor, Inc. Truss®, A2000® and DuroMaxx® are registered trademarks of Contech®. GOLDFLO® is a registered trademark of Prinsco, Inc. Ultra Corr™ and Ultra Rib™ are registered trademarks of JM Eagle™. Kor-Flo™ is a registered trademark of Royal Group®. Permalok® is a registered trademark of Permalok Corporation. Pro-21® is a registered trademark of Diamond Plastics Corporation®. Vylon® is registered trademark of Prime Conduit®. Weholite® is a registered trademark of KWH Pipe. Solﬂ o® Max is a registered trademark of Soleno. Mycelx® is a registered trademark of Mycelx Inc. FLEXSTORM™ is a registered trademark of Inlet & Pipe Protection, Inc. © 2013 Advanced Drainage Systems, Inc. (AD821014) NP120N 05/15 3130 Verona Avenue • Buford, Georgia 30518 • (866) 888-8479 / (770) 932-2443 - Fax: (770) 932-2490 www.Nyloplast-US.com Product Guide 12 (see pg. 23 for detailed explanation) Pedestrian Safe (ADA Compliant) Bicycle Safe Light Duty 7,500 lb Medium Duty H-10 Heavy Duty H-20 23 Grate Options for Inline Drains & Drain Basins 24 Grate Only for Inline Drains & Drain Basins Redirect Flow/First-Flush 29 NPDES Phase II Accessories 30 NPDES Phase II Accessories THE MOST ADVANCED NAME IN WATER MANAGEMENT SOLUTIONS ™ Advanced Drainage Systems, Inc. 4640 Trueman Blvd. Hilliard, OH 43026 1-800-821-6710 www.ads-pipe.com ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.comThe ADS logo, N-12®, SaniTIte® HP, EnviroHood™ and the Green Stripe are registered trademarks of Advanced Drainage Systems, Inc. Nyloplast® is a registered trademark of Nyloplast. INSERTA TEE® is a registered trademark of Inserta Fittings Co. Hi-Q® and Sure-Lok® are registered trademarks of Hancor, Inc. Truss®, A2000® and DuroMaxx® are registered trademarks of Contech®. GOLDFLO® is a registered trademark of Prinsco, Inc. Ultra Corr™ and Ultra Rib™ are registered trademarks of JM Eagle™. Kor-Flo™ is a registered trademark of Royal Group®. Permalok® is a registered trademark of Permalok Corporation. Pro-21® is a registered trademark of Diamond Plastics Corporation®. Vylon® is registered trademark of Prime Conduit®. Weholite® is a registered trademark of KWH Pipe. Solﬂ o® Max is a registered trademark of Soleno. Mycelx® is a registered trademark of Mycelx Inc. FLEXSTORM™ is a registered trademark of Inlet & Pipe Protection, Inc. © 2013 Advanced Drainage Systems, Inc. (AD821014) NP120N 05/15 3130 Verona Avenue • Buford, Georgia 30518 • (866) 888-8479 / (770) 932-2443 - Fax: (770) 932-2490 www.Nyloplast-US.com Product Guide DRAINAGE FABRIC 365 South Holland Drive Tel +1 706 693 2226 Pendergrass, GA 30567 www.tencategeo.us Mirafi® 140N Disclaimer: TenCate assumes no liability for the accuracy or completeness of this information or for the ultimate use by the purchaser. TenCate disclaims any and all express, implied, or statutory standards, warranties or guarantees, including without limitation any implied warranty as to merchantability or fitness for a particular purpose or arising from a course of dealing or usage of trade as to any equipment, materials, or information furnished herewith. This document should not be construed as engineering advice. Mirafi® is a registered trademark of Nicolon Corporation. Copyright © 2021 Nicolon Corporation. All Rights Reserved FGS000385 ETQR 97 Mirafi® 140N is a nonwoven geotextile composed of polypropylene fibers, which are formed into a stable network such that the fibers retain their relative position. Mirafi® 140N is inert to biological degradation and resists naturally encountered chemicals, alkalis, and acids. Mirafi® 140N meets AASHTO M288 Class 3 for Elongation > 50%. TenCate Geosynthetics Americas Laboratories are accredited by Geosynthetic Accreditation Institute – Laboratory Accreditation Program (GAI-LAP). NTPEP Listed MECHANICAL PROPERTIES TEST METHOD UNIT MINIMUM AVERAGE ROLL VALUE MD CD Weight ASTM D5261 oz/yd² (g/m²) 4.0 (136) Grab Tensile Strength ASTM D4632 lbs (N) 120(534) 120 (534) Grab Tensile Elongation ASTM D4632 % 50 50 Trapezoid Tear Strength ASTM D4533 lbs (N) 50 (223) 50 (223) CBR Puncture Strength ASTM D6241 lbs (N) 310 (1380) MAXIMUM OPENING SIZE Apparent Opening Size (AOS) ASTM D4751 U.S. Sieve (mm) 70 (0.212) MECHANICAL PROPERTIES TEST METHOD UNIT MINIMUM ROLL VALUE Permittivity ASTM D4491 sec-1 1.7 Flow Rate ASTM D4491 gal/min/ft² (l/min/m²) 135 (5500) MINIMUM TEST VALUE UV Resistance (at 500 hours) ASTM D4355 % strength retained 70 PHYSICAL PROPERTIES UNIT ROLL SIZE Roll Dimensions (width x length) ft (m) 12.5 x 360 (3.8 x 110) 15 x 360 (4.5 x 110) Roll Area yd2 (m2) 500 (418) 600 (502) Roll Weight lbs (kg) 151 (69) 177 (80) Label Color BIOMEDIA FILL Submittal Approval Sheet PLEASE USE THE SPACES BELOW FOR COMMENTS AND STAMPS RECEIVED Reviewed for general conformity with plans and specifications, subject to final approval by architect and/or engineer. DATE: BY: PROJECT: JOB#: SUBMITTAL#: Terrace Bioretention Backfill Oak 140 01-0961 210 7/7/2022 Aaron Rieger 6/21/2022 Sample onsite for review by JVA and City of Fort Collins. -AR CIVIL Received: __________________ Date: _____________________By: _______________________________ JVA, Inc. 4 EJK 7/19/2022 7/07/2022 No Exceptions Noted Exceptions Noted Revise and Resubmit Rejected 10/21 BioLite Media is acceptable to Fort Collins. Please see attached email from the City. Received:Reviewed: No exceptions taken Make corrections noted Revise & Resubmit Rejected This review is only for general conformance with the design concept o the project and general compliance with the information given in the contract documents. corrections orcomments made during this review do not relieve the contractor from compliance with the requirements of the plans and specifications. Approval of a specific item shall not include approval of an assembly of which the item is a component. Instructions for installations or performance of equipment of systems shall remain the responsibility of the Contractor. The Contractor is responsible for dimensions to be confirmed andcorrelated at the job site. The Landscape Architect's review shall not constitute of any construction means, methods, techniques, sequences, or procedures, which are the responsibility of the Contractor. The Landscape Architect's review of submittals does not relieve the Contractor of the responsibility to also review the submittals. The review of submittals does not in any way change the contract sum or contract time. Reviewed by: 7/19/22 7/20/22 Katy T. X Suzanna Reed 7/25/22 Coordinate install with City of Fort Collins standards Acceptable per City of Fort Collins 60% sand per FC spec, Acceptable Top soil to have 5.5 - 7.5 per FC spec. 1 Eric J. Kohnen From:Dan Mogen <dmogen@fcgov.com> Sent:Monday, July 18, 2022 10:53 AM To:Eric J. Kohnen Cc:Erik T. Nakos; stormwaterinspection Subject:RE: Oak 140 Bioretention Media Hi Eric, I believe this is the BioLite media available from Golf & Sport Solutions, and yes, that is an acceptable substitute for the standard BSM specs FC uses. Please let me know if you have any additional questions. Thanks, Dan . . . . . . . . . . . . . . . . . . DAN MOGEN Pronouns: he/him Development Review Engineer City of Fort Collins From: Eric J. Kohnen <ekohnen@jvajva.com> Sent: Wednesday, July 13, 2022 10:43 AM To: Dan Mogen <dmogen@fcgov.com> Cc: Erik T. Nakos <enakos@jvajva.com> Subject: [EXTERNAL] Oak 140 Bioretention Media Hi Dan, Please see attached product submittal for the Oak 140 Bioretention Media for review. Is this product approved to be used in Fort Collins? Thanks, ERIC J. KOHNEN , P.E. | Project Engineer JVA, Incorporated 213 Linden Street, Suite 200 , Fort Collins , CO 80524 Direct: 303.565.4946 | Office: 303.444.1951 www.jvajva.com | LinkedIn | Twitter Boulder | Fort Collins | Winter Park | Glenwood Springs | Denver LOAD TICKETS Submittal Approval Sheet PLEASE USE THE SPACES BELOW FOR COMMENTS AND STAMPS RECEIVED Reviewed for general conformity with plans and specifications, subject to final approval by architect and/or engineer. DATE: BY: PROJECT: JOB#: SUBMITTAL#: Hot Applied Waterproofing - Hydrotech Oak 140 01-0961 034.1 10/13/2021 Aaron Rieger 10/13/2021 Safety Data not reviewed by Architect. GC to coordinate. Planter waterproofing shall meet city of Fort Collins Standards. Coordinate with details A4/A9.20 and sheet CD1.1. Submit aggregate per city of Fort Collins standards. Coordinate waterproofing system with drains. Suzanna Reed 1/24/22 20001 07 1400 - 1 1/28/2021 Oak 140 FLUID-APPLIED WATERPROOFING Construction Documents SECTION 07 1400 FLUID-APPLIED WATERPROOFING PART 1 GENERAL 1.01 SECTION INCLUDES A.Fluid-Applied Waterproofing: 1.Hot-applied rubberized asphalt waterproofing. 2.Cold-applied rubberized asphalt waterproofing. 1.02 REFERENCE STANDARDS A.ASTM C836/C836M - Standard Specification for High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane for Use with Separate Wearing Course. B.ASTM C1306/C1306M - Standard Test Method for Hydrostatic Pressure Resistance of a Liquid-Applied Waterproofing Membrane. C.ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers--Tension. D.ASTM D1621 - Standard Test Method for Compressive Properties Of Rigid Cellular Plastics. E.ASTM D5385/D5385M - Standard Test Method for Hydrostatic Pressure Resistance of Waterproofing Membranes. F.ASTM D8231 - Standard Practice for the Use of a Low Voltage Electronic Scanning System for Detecting and Locating Breaches in Roofing and Waterproofing Membranes. G.ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials. H.ASTM E154/E154M - Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover. I.ICC-ES AC29 - Acceptance Criteria for Cold, Liquid-Applied, Below-Grade, Exterior Dampproofing and Waterproofing Materials. J.NRCA (WM) - The NRCA Waterproofing Manual. 1.03 ADMINISTRATIVE REQUIREMENTS A.Coordination: 1.Coordinate with concrete installer for surface preparation required prior to installation of waterproofing system at indicated locations. 1.04 SUBMITTALS A.See Section 01 3000 - Administrative Requirements, for submittal procedures. B.Product Data: Provide data for membrane, surface conditioner, flexible flashings, and joint and crack sealants. C.Shop Drawings: Indicate special joint or termination conditions and conditions of interface with other materials. D.Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions requiring special attention, and acceptable installation temperatures. E.Testing Firm's Qualification Statement. 1.05 QUALITY ASSURANCE A.Installer Qualifications: Company specializing in installation of fluid-applied waterproofing approved by manufacturer and approved, licensed or acceptable to waterproofing manufacturer for installation of waterproofing required for this Project. 1.Company with minimum five years of documented experience installing waterproofing systems specified in this Section. 20001 07 1400 - 2 1/28/2021 Oak 140 FLUID-APPLIED WATERPROOFING Construction Documents B.Testing Firm Qualifications: Company specializing in performing work of the type specified and approved by manufacturer. 1.06 FIELD CONDITIONS A.Maintain ambient temperatures above 40 degrees F for 24 hours before and during application, unless otherwise allowed by manufacturer's requirements, and until liquid or mastic accessories have cured. 1.Record surface temperature using infrared digital thermometer gun prior to and during installation. 1.07 WARRANTY A.See Section 01 7800 - Closeout Submittals, for additional warranty requirements. B.Special Manufacturer’s Warranty: Manufacturer’s standard form in which manufacturer agrees to replace waterproofing material that does not comply with requirements or that fails to remain watertight within specified warranty period. 1.Failure includes, but is not limited to, failure of waterproofing due to failure of substrate prepared and treated according to requirements or formation of new joints and cracks in substrate exceeding 1/16 inch in width. 2.Warranty Period: Five years from date of Substantial Completion C.Special Installer’s Warranty: Specified Contractor’s form, signed by Subcontractor, covering Work of this Section, for warranty period of two years. 1.Warranty includes removing and reinstalling protection board, drainage panels, insulation, pedestals, and pavers on plaza decks. PART 2 PRODUCTS 2.01 WATERPROOFING APPLICATIONS A.Hot-Applied Rubberized Asphalt Waterproofing: 1.Locations: Horizontal waterproofing applications where indicated on Drawings. 2.Cover with drainage panel and protection board. B.Cold-Applied Rubberized Asphalt Waterproofing: 1.Locations: Below grade elevator pit where indicated on Drawings. 2.Cover with protection board. 2.02 FLUID APPLIED WATERPROOFING MATERIALS A.Hot-Applied Rubberized Asphalt Waterproofing: Elasticized rubberized asphaltic compound, hot-applied and quick setting; reinforced. Comply with following minimum performance requirements. 1.Capable of resisting water head of 200 feet and preventing moisture migration to interior, tested in accordance with ASTM D5385/D5385M. 2.Suitable for installation over concrete, gypsum board, and plywood substrates. 3.Ultimate Elongation: 500 percent, minimum, measured in accordance with ASTM D412. 4.Water Vapor Permeance: 0.016 perms, maximum, measured in accordance with ASTM E96/E96M. 5.Reinforcing: Continuous; manufacturer's standard reinforcing fabric, approved for use with specified product. 6.Finished Coating Thickness: 215 mils, 0.215 inch, minimum. 7.Acceptable Products: a.American Hydrotech, Inc; Monolithic Membrane 6125FR: www.hydrotechusa.com/#sle. b.Carlisle Coatings & Waterproofing, Inc.; CCW 500: www.carlisleccw.com/#sle. c.Henry Company; 790-11: www.henry.com/#sle. d.Substitutions: Not permitted. B.Cold-Applied Rubberized Asphalt Waterproofing: Rubberized asphaltic compound, suitable for installation on concrete and concrete masonry. 1.Capable of resisting water head of 30 feet and preventing moisture migration to interior. 2.Cured Thickness: 90 mils, 0.090 inch, minimum. 3.Complying with ICC-ES AC29; evidence of compliance includes current ICC-ES evaluation report citing ICC-ES AC29. 20001 07 1400 - 3 1/28/2021 Oak 140 FLUID-APPLIED WATERPROOFING Construction Documents 4. Hydrostatic Pressure Resistance: When tested in accordance with ASTM C1306/C1306M, at least 50 pounds per square inch by the rapid test and at least 35 pounds per square inch by the long term test. 5. Low Temperature Resistance: No cracking, loss of adhesion, splitting or pinholes when tested at minus 15 degrees F in accordance with ASTM C836/C836M. 6. Adhesion: No separation when tested in accordance with ASTM C836/C836M. 7. Decay Resistance: No decay when tested in accordance with ASTM E154/E154M. 8. Wet Film Sag Resistance: No sag or sag within plus/minus 5 mils when tested in accordance with ASTM C836/C836M. 9. Water Vapor Permeance: Less than 1 perm, when tested in accordance with ASTM E96/E96M. 10. Heat Aging Resistance: No cracking, splitting, or pinholes when tested in accordance with ASTM C836/C836M. 11. Elongation at Break: 1000 percent, minimum, when tested in accordance with ASTM D412. 12. Acceptable Products: a. AVM Industries, Inc.; Aussie Membrane 500: www.avmindustries.com. b. Epro Waterproofing Systems; ECOLINE-S: www.eproserv.com/#sle. c. Substitutions: See Section 01 6000 - Product Requirements. C. Flexible Flashings and Joint Cover Sheets: Types and thicknesses recommended by membrane manufacturer; elastic sheet material designated for and compatible with primary waterproofing membrane. 2.03 ACCESSORIES A. Surface Conditioner: Type which is compatible with membrane compound; as recommended by membrane manufacturer. B. Sealant for Joints and Cracks in Substrate: Type compatible with waterproofing material and as recommended by waterproofing manufacturer. C. Protection Board: Provide type capable of preventing damage to waterproofing due to backfilling and construction traffic. 1. Acceptable Products: a. Product provided or recommended by waterproofing system manufacturer; compatible with all system components. D. Drainage Panel: Drainage layer with geotextile filter fabric on earth or top side; minimum 1/4 inch thick. 1. Composition: Dimpled polyethylene core; polypropylene or polyester filter fabric. 2. Thickness: 0.4 inch, minimum. 3. Core Compressive Strength: 15,000 psf, minimum, in accordance with ASTM D1621 4.Basis of Design Product: a.Product provided or recommended by waterproofing system manufacturer; compatible with all system components. b.Substitutions: See Section 01 6000 - Product Requirements. E.Cant Strips: Premolded composition material. F.Counterflashings: As recommended by membrane and protection board manufacturer. PART 3 EXECUTION 3.01 EXAMINATION A.Verify substrate surfaces are free of frozen matter, dampness, loose particles, cracks, pits, projections, penetrations, or foreign matter detrimental to adhesion or application of waterproofing system. B.Verify that substrate surfaces are smooth, free of honeycomb or pitting, and not detrimental to full contact bond of waterproofing materials. C.Verify items that penetrate surfaces to receive waterproofing are securely installed. 3.02 PREPARATION A.Protect adjacent surfaces from damage not designated to receive waterproofing. B.Clean and prepare surfaces to receive waterproofing in accordance with manufacturer's instructions. 20001 07 1400 - 4 1/28/2021 Oak 140 FLUID-APPLIED WATERPROOFING Construction Documents C.Do not apply waterproofing to surfaces unacceptable to waterproofing manufacturer. D.Fill non-moving joints and cracks with a filler compatible with waterproofing materials. E.Install cant strips at inside corners. 3.03 INSTALLATION A.Install waterproofing to specified minimum thickness in accordance with manufacturers instructions and NRCA (WM) applicable requirements. B.Apply primer or surface conditioner at a rate recommended by manufacturer, and protect conditioner from rain or frost until dry. C.At joints and cracks less than 1/2 inch in width including joints between horizontal and vertical surfaces, apply 12 inch wide strip of joint cover sheet. D.Extend membrane over cants and up intersecting surfaces at membrane perimeter minimum 6 inches above horizontal surface for first ply and minimum 2 inches at subsequent plies laid in shingle fashion. E.Apply extra thickness of waterproofing material at corners, intersections, and angles. F.Flexible Flashings: Seal items watertight that penetrate through waterproofing membrane with flexible flashings. G.Extend waterproofing material and flexible flashing into drain clamp flange, apply adequate coating of liquid membrane to assure clamp ring seal. H.Seal membrane and flashings to adjoining surfaces. 1.Install counterflashing over exposed edges. 3.04 INSTALLATION - DRAINAGE PANEL AND PROTECTION BOARD A.Place drainage panel directly against membrane, butt joints, place to encourage drainage downward, and scribe and cut boards around projections, penetrations, and interruptions. B.Place protection board directly against drainage panel; butt joints, and scribe and cut boards around projections, penetrations, and interruptions. C.Adhere protection board to substrate with compatible adhesive. 3.05 FIELD QUALITY CONTROL A.Owner will provide testing services in accordance with Section 01 4000 - Quality Requirements. 1.Provide temporary construction and materials for testing. 2.Require manufacturer's field representative to observe waterproofing system installations on a daily basis throughout the installation process when such work is being performed. 3.Comply with instructions provided by manufacturer's field representative for installation of waterproofing systems, whether or not specifically included in manufacturer's printed installation instructions and specifications, to ensure that installations will comply with all system manufacturer's requirements to provide specified warranty, and to ensure that waterproofing systems will perform according to manufacturer's published performance characteristics and specifications. B.Provide daily on-site attendance of roofing and insulation manufacturer's representative during installation of this work. C.Electronic Leak Detection (ELD) Testing: Test roofing areas for leaks using ELD method that locates discontinuities in fluid-applied waterproofing in accordance with ASTM D8231. 1.Testing agency to provide Daily Field Report (DFR) as outlined in ASTM D8231 indicating details of work performed. 2.Testing agency to provide training certification from testing equipment manufacturer to ensure that technician performing ELD testing is currently certified in accordance with training program of testing equipment manufacturer. 20001 07 1400 - 5 1/28/2021 Oak 140 FLUID-APPLIED WATERPROOFING Construction Documents 3.Acceptable Manufacturer: a.Detec Systems; Electronic Leak Detection Quality Control Testing - IntegriScan: www.detecsystems.com/#sle. b.Substitutions: See Section 01 6000 - Product Requirements. 3.06 PROTECTION A.Do not permit traffic over unprotected or uncovered membrane. END OF SECTION AMERICAN HYDROTECH, INC., 303 E. OHIO ST., CHICAGO, ILLINOIS 60611-3387 TELEPHONE 312/337-4998 • FAX 312/661-0731 • www.hydrotechusa.com CANADA • FAR EAST • MIDDLE EAST • UNITED KINGDOM • UNITED STATES February 3, 2012 Mr. Dane Bechtholdt Douglass Roofing Co. 7281 E 54th Place Commerce City, CO 80022 RE: Dear Mr. Bechtholdt, This letter is written to certify that Douglass Roofing Co. is an approved applicator of American Hydrotech's roofing and waterproofing products. As such, they are authorized to install the specified system(s) on the above-mentioned project. Douglass has been an Approved Applicator since September 24, 1982. Sincerely, AMERICAN HYDROTECH, INC. Bruce Unruh Technical Representative Watertightness Warranty and Maintenance Instructions AMERICAN HYDROTECH, INC., 303 EAST OHIO STREET, CHICAGO, ILLINOIS 60611 * (312) 337-4998 The enclosed conditional warranty, provided by American Hydrotech, Inc. covers the products supplied by Hydrotech within stated limitations. Your choice of the Ultimate Assembly is excellent and should provide you with many years of service. Depending on the type of installation on your facility, there is a certain amount of maintenance, which you should perform to protect your investment. The following are a few suggestions, which may prove useful to your maintenance personnel. ROOFING/WATERPROOFING MAINTENANCE ITEMS While the Hydrotech membrane and flashings will be completely covered and protected, there are a few items which should be addressed periodically. 1. SURFACE Roof surface should be kept clean at all times. Inspections of the roof surface should be made several times each year. The pavers and/or stone ballast should be left in place at all times so the filter fabric and insulation remain completely covered. Exposed fabric and insulation will deteriorate due to UV exposure from the sun. 2. DRAINS Examine both roof and plaza deck drains several times each year. Make sure the plumbing and drain openings are not restricted by debris. For a stone ballasted surface, keep larger stones around the drain bonnet. 3. METAL COUNTERFLASHINGS Metal counterflashings divert water over the membrane base flashings. They must be checked periodically and maintained to ensure that they remain in place and prevent water from by- passing the base flashing. Water that gets behind the base flashing may not only find entry into the building but may also seriously affect the performance of the flashing itself. 4. MEMBRANE BASE FLASHINGS While most, if not all, of the membrane base flashings will be covered in a typical Ultimate Assembly, there may be instances where this flashing is exposed. Any exposed flashing should b checked twice each year for any mechanical damage. Even minor scrapes or punctures should be addressed to prevent further damage. 5. NEW INSTALLATIONS/MODIFICATIONS If a new penetration must be made through the membrane or flashings, or if there is to be an addition to the existing building, contact American Hydrotech, Inc. for appropriate tie-in details. The tie-in must be done in accordance with all Hydrotech specifications to continue to meet the conditions of the warranty 6. REPAIR PRODUCTS Do not use any repair product on the membrane of flashing without first checking with American Hydrotech, Inc. for possible compatibility concerns. Although the above may appear lengthy and laborious, it represents little time or expense and could save considerable expense by preservation of warranty protection and by extending the service life of the installation. AMERICAN HYDROTECH, INC. WATERTIGHTNESS WARRANTY 1. WARRANTY. AMERICAN HYDROTECH, INC. (HYDROTECH) hereby warrants to the building owner (OWNER) that subject to the terms, conditions and limitations stated herein, the product (PRODUCT) listed below will remain watertight for a period of ( ) years from the date of completion of its installation. In the event of the failure of the PRODUCT to perform as warranted, HYDROTECH’s sole responsibility hereunder shall be limited, in HYDROTECH’s discretion, to making or causing to be made such repairs as are necessary to enable the PRODUCT to perform as warranted or to repay to OWNER the amount equal to the original cost of the PRODUCT. If HYDROTECH elects to repay OWNER the amount equal to the original cost of the PRODUCT, HYDROTECH’s liability hereunder shall immediately cease upon such repayment. HYDROTECH shall not be responsible for the removal or cost of removal and/or replacement of any material(s) which may cover the PRODUCT. 2. CONDITIONS OF WARRANTY. HYDROTECH's obligations under this Warranty shall not be in force or effect unless (a) the PRODUCT is installed in accordance with HYDROTECH's then current published specifications by an applicator authorized by HYDROTECH to install the PRODUCT; (b) all HYDROTECH's and the Authorized Applicator’s invoices have been paid in full; (c) no alteration or repairs are made to the PRODUCT without the prior written approval of HYDROTECH; and (d) HYDROTECH is notified in writing of any failure of the PRODUCT to perform as warranted herein, including with said notice a copy of this WARRANTY, within 30 days of OWNER's earliest notice, actual or constructive, of such failure. 3. LIABILITIES EXCLUDED FROM COVERAGE OF WARRANTY. A. HYDROTECH assumes no responsibility or liability for (1) damage to the substrate or other base over which the PRODUCT is installed; (2) the building structure or interior contents thereof; (3) any other property damage or bodily injury, including without limitation, property damage arising out of or relating to the actual, alleged or threatened contact with, exposure to, existence of, or growth or presence of any fungi and bodily injury arising out of or relating to the actual, alleged or threatened inhalation of, ingestion of, contact with, exposure to, existence of, or growth or presence of any fungi (“Fungi” means any form of fungus, including but not limited to, yeast, mold, mildew, rust, smut, or mushroom, and including any spores, mycotoxins, odors, or any other substances, products or byproducts produced by, released by, or arising out of the current or past presence of fungi); (4) incidental or consequential damages including loss of income, loss of time, lost sales, liability OWNER has with respect to any other person, or for any type or form of consequential or incidental or economic loss. B. HYDROTECH assumes no liability for any failure of the PRODUCT resulting from (1) natural occurrences and acts of God, including without limitations of floods, lightning, hurricanes, earthquakes, earth tremors, tornados, whole gale, hail and fire of any origin or causes; (2) structural defects of the building on which the PRODUCT is installed; (3) improper application or failure of any component underlying the PRODUCT; (4) changes in the original principal usage to which the building is put unless approved in advance in writing by HYDROTECH; (5) the erection or construction of any additional installation in or through the PRODUCT prior to or after the completion date, unless done in the manner prescribed and accepted in writing by HYDROTECH; (6) failure of OWNER to use reasonable care in maintaining the PRODUCT; (7) leaks caused by water entering from structures adjacent to the PRODUCT; (8) failure of proprietary (non-warranted) flashing systems; (9) failure of cap flashings and/or gravel stops; (10) deterioration of flashings where water has been allowed to enter behind the base flashing from sources other than through the PRODUCT or base flashing; (11) excessive traffic, storage of materials or vandalism; (12) chemical attacks on the PRODUCT; (13) the compatibility of the PRODUCT with existing environmental conditions; (14) the design of the end use; (15) additional exclusions, if any. 4. ACCESS. During the term of this warranty, HYDROTECH, its agents or employees shall have free access for testing during regular business hours to that portion of the building where the PRODUCT is installed. Failure to permit such access shall constitute a waiver of this Warranty by the OWNER and shall relieve HYDROTECH from any further obligations hereunder. In the event the claim is not covered by this Warranty, the reasonable costs incurred by HYDROTECH in so determining shall be invoiced to the OWNER. 5. WAIVER. HYDROTECH's failure at any time to enforce any of the terms or conditions stated herein shall not be construed to be a waiver of such provision. 6. ASSIGNABILITY. This Warranty shall accrue only to the OWNER named herein. 7. DISCLAIMER OF ALL OTHER WARRANTIES. The foregoing is HYDROTECH's sole Warranty with respect to the PRODUCT. THIS DISCLAIMER and Warranty Agreement is expressly IN LIEU OF AND EXCLUDES ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE AND ALL OTHER EXPRESS OR IMPLIED REPRESENTATIONS AND WARRANTIES. 8. EXCLUSION OF ALL OTHER REMEDIES AND LIMITATION OF HYDROTECH'S LIABILITY. THE OWNER'S SOLE AND EXCLUSIVE REMEDY against HYDROTECH shall be for the repair of the PRODUCT or the repayment of an amount equal to the original cost of the PRODUCT as above provided herein. HYDROTECH’s total liability under the terms of this Warranty shall be limited to an amount equal to the original cost of the PRODUCT. The Owner agrees that NO OTHER REMEDY SHALL BE AVAILABLE to it. No representative of HYDROTECH has the authority to make any representations or provisions except as stated herein. Architect / Specifying Source Date of Completion – Membrane Type of Product / Installation Area Under Warranty Authorized HYDROTECH Applicator Owner’s Name Location of Building Name of Building Description AMERICAN HYDROTECH, INC. Date Title By Authorized Signature AMERICAN HYDROTECH, INC., 303 EAST OHIO STREET, CHICAGO, ILLINOIS 60611 * (312) 337-4998 THE FOLLOWING PROCEDURES MUST BE COMPLETED AND THE REQUIRED DOCUMENTS MUST BE ON FILE WITH AMERICAN HYDROTECH, INC.’S CHICAGO OFFICE FOR ALL PROJECTS REQUIRING A WARRANTY. SUBMISSION OF A PROJECT REGISTRATION AND COMPLETION OF WORK FORM IS ALSO REQUIRED FOR PROJECTS THAT WILL NOT RECEIVE A WARRANTY. PRIOR TO PROJECT START-UP UPON RECEIPT OF THE REGISTRATION FORM, A WARRANTY INVOICE (IF APPLICABLE) WILL BE ISSUED. PAYMENT IS NOT REQUIRED UNTIL THE COMPLETION OF THE WORK, HOWEVER IS REQUIRED PRIOR TO ISSUANCE OF THE WARRANTY. FIELD TECHNICAL ASSISTANCE IS AVAILABLE ONLY WHEN THESE DOCUMENTS ARE ON FILE WITH AMERICAN HYDROTECH, INC.’S CHICAGO OFFICE. UPON COMPLETION OF THE PRODUCTS INSTALLATION UPON RECEIPT OF THE COMPLETION OF WORK FORM AND VERIFICATION OF PAYMENT IN FULL OF ALL INVOICES, THE WARRANTY WILL BE ISSUED AND A FINAL INSPECTION (IF NECESSARY) WILL BE SCHEDULED. AN AUTHORIZED APPLICATOR AGREEMENT MUST BE SIGNED AND ON FILE WITH AMERICAN HYDROTECH, INC. THIS PROJECT REGISTRATION FORM MUST BE FULLY COMPLETED, SIGNED AND SUBMITTED TO AMERICAN HYDROTECH, INC.’S CHICAGO OFFICE FOR REVIEW A MINIMUM 2 WEEKS PRIOR TO THE SHIPMENT OF MATERIAL. THE PROJECT SPECIFICATION AND ARCHITECTURAL AND/OR CONTRACTOR SHOP DRAWINGS MUST ACCOMPANY THIS PROJECT REGISTRATION FORM OR ALREADY BE ON FILE AT AMERICAN HYDROTECH, INC.’S CHICAGO OFFICE. PROJECT REGISTRATION FORM AMERICAN HYDROTECH, INC. 303 EAST OHIO, SUITE 2700 CHICAGO, IL 60611 312.337.4998 FAX 312.661.0731 PLEASE RETAIN A COPY OF THIS FORM FOR YOUR RECORDS SUBMIT A COMPLETION OF WORK FORM ALL MATERIAL AND WARRANTY INVOICES FOR THIS PROJECT MUST BE PAID IN FULL. NO WARRANTY REQUIRED FORM SUBMITTED FOR INFORMATION ONLY PROJECT PROJECT NAME ADDRESS THERMAL RETENTION WARRANTY 5-Year 10-Year 15-Year 20-Year 30-Year * STREET CITY STATE ZIP MATERIAL ONLY WARRANTY 5-Year 10-Year * WATERTIGHTNESS WARRANTY 5-Year* 10-Year * 15-Year * 20-Year * 30-Year * ULTIMATE WARRANTY 5-Year* 10-Year * 15-Year * 20-Year * GARDEN ROOF WARRANTY 5-Year* w/ 2 yr. plant warranty 10-Year * w/ 2 yr. plant warranty 15-Year * w/ 2 yr. plant warranty 20-Year * w/ 2 yr. plant warranty (must be under maintenance contract) ULTIMATE WARRANTY 5-Year* 10-Year * MATERIAL ONLY WARRANTY 5-Year 10-Year * WATERTIGHTNESS WARRANTY 5-Year* 10-Year * THE FOLLOWING WARRANTY(S) ARE SPECIFIED/REQUESTED FOR THIS PROJECT: ROOFING WARRANTY(S)FOR WARRANTY PURPOSES, ROOFING IS DEFINED AS 1 STORY ABOVE GRADE W/OCCUPIED SPACE BELOW. WATERPROOFING WARRANTY(S) FOR WARRANTY PURPOSES, WATERPROOFING IS DEFINED AS AT OR BELOW GRADE W/ OR W/O OCCUPIED SPACE BELOW. STYROFOAM INSULATION WARRANTY(S) TYPICALLY ISSUED IN CONJUNCTION WITH WATERTIGHTNESS WARRANTIES / ALREADY INCLUDED IN ULTIMATE CONSULT HYDROTECH IF THE WARRANTY SPECIFIED FOR A PROJECT DIFFERS FROM THESE STANDARD WARRANTIES BEFORE ORDERING MATERIALS. WRITTEN APPROVAL FROM HYDROTECH IS REQUIRED FOR ANY WARRANTY WHICH DIFFERS FROM THESE STANDARD WARRANTIES OFFERED. Maximum term for Architectural Pavers is 10 yrs. Contact Hydrotech for specifics of each warranty. APPLICATOR NAME ADDRESS CONTACT NAME DATE PHONE ( ) FAX ( ) EMAIL PROJECT START DATE STREET CITY STATE ZIP PROJECT SPECIFICATIONS ATTACHED? ARCHITECTURAL/SHOP DRAWINGS ATTACHED? PROJECT SPECS MUST ACCOMPANY THIS FORM ARCHITECTURAL OR SHOP DRAWINGS ARE OPTIONAL YES NO YES NO SPECIFYING SOURCE – ARCHITECT/ENGINEER/CONSULTANT NAME ADDRESS PHONE ( ) STREET CITY STATE ZIP GENERAL CONTRACTOR NAME ADDRESS PHONE ( ) STREET CITY STATE ZIP BUILDING OWNER OWNER NAME ADDRESS CONTACT NAME PHONE ( ) EMAIL STREET CITY STATE ZIP (as it should appear on warranty(s)) ROOFING PLEASE FILL OUT ALL THE INFORMATION COMPLETELY ROOFING IS DEFINED AS 1 STORY ABOVE GRADE WITH OCCUPIED SPACE BELOW AND CAN INCLUDE TYPICAL IRMA/PMR APPLICATIONS, PARKING DECKS, PAVERED/LANDSCAPED TERRACE DECKS. ROOFING MAY OR MAY NOT INCLUDE STYROFOAM INSULATION. BALCONIES CANTILEVERED FROM A BUILDING ARE CONSIDERED WATERPROOFING. TYPE OF MEMBRANE MONOLITHIC MEMBRANE 6125 STANDARD FABRIC REINFORCED LIQUID MEMBRANE 6090 STANDARD FABRIC REINFORCED OTHER TYPE OF FLASHING OTHER TYPE OF INSTALLATION / AREA NEW ROOF/CONSTRUCTION RE-ROOF/TEAR-OFF IRMA / PMR SQ.FT. GARDEN ROOF SQ.FT. CAP SHEET SQ.FT. TYPE OF EXISTING ROOF B.U.R. COAL-TAR ASPHALT MOD. BIT. SHEET S.B.S. A.P.P. SINGLE-PLY E.P.D.M. C.P.E./C.S.P.E. TPO OTHER TYPE OF SUBSTRATE CONCRETE (STRUCTURAL OR LIGHTWEIGHT STRUCTURAL ONLY) POURED-IN-PLACE COMPOSITE SLAB PRECAST PLANK/TEES GYPSUM BOARD ON METAL DECK (THICKNESS: IN.) PLYWOOD WOOD PLANK (THICKNESS: IN.) OTHER PERIMETER DETAIL PARAPET (HEIGHT: IN.) GRAVEL STOP BUILDING WALL OTHER DECK SLOPE (REQUIRED) INCH(ES) PER FOOT ROOF HEIGHT (REQUIRED) FEET SEPARATION / PROTECTION HYDROFLEX 10 HYDROFLEX 30 HYDROCAP 160 90 OTHER DRAINAGE LAYER HYDRODRAIN 300 HYDRODRAIN 302 HYDRODRAIN 1000 OTHER INSULATION ROOFMATE (RM) PLAZAMATE (PD) RIBBED ROOFMATE HYDROGUARD REGULAR HEAVY OTHER BOARD THICKNESS: IN. AREA: SQ.FT IN. AREA: SQ.FT. GARDEN ROOF COMPONENTS ROOT BARRIER PROTECTION HYDROFLEX 30/ROOT STOP REGULAR HD BAMBOO HYDROFLEX RBII (REQUIRES application of SpinOut) WATER RETENTION/DRAINAGE ELEMENT GARDENDRAIN GR15 GARDENDRAIN GR30 GARDENDRAIN GR50 GARDNET MOISTURE MAT (Hydrodrain 300 or AL required when placed directly on STYROFOAM) SYSTEMFILTER EROSION BLANKET GARDMAT LT GARDMAT P LITETOP GROWING MEDIA EXTENSIVE SEMI-INTENSIVE INTENSIVE HYDROTECH EXTENSIVE VEGETATION CUTTINGS PLUGS CARPET TILE OTHER BALLAST / TOPPING / SURFACING STONE/GRAVEL (TYPE: ) (WEIGHT: ) PAVERS (SIZE: ) (WEIGHT: ) HYDROTECH ARCHITECTURAL PAVERS HYDROTECH BALLAST PAVERS OTHER SOIL CONCRETE TOPPING SLAB OTHER USE OF ROOF WEATHER PROTECTION ONLY TERRACE/PLAZA PARKING OTHER USE OF BUILDING (BELOW ROOF) i.e., OFFICE, RESIDENTIAL/CONDO, HOSPITAL/MEDICAL, GOVERNMENT, UNIVERSITY/COLLEGE/SCHOOL, MUSEUM, etc. Be sure to indicate the type of installation AND the size of the area in square feet. Some projects may include more than one type of installation. See below to enter Garden Roof Assembly specific components See below to enter Garden Roof Assembly specific components During warmer weather, protect STYROFOAM from reaching max. use temperature w/white poly or fabric. Ref. Hydrotech Tech Bulletin 3. Ballast design, for all systems, must be TechNote 508.1, Ballast Design Guide for PMR Systems, and/or other applicable codes and guidelines. Ballast design for the Garden Roof Assembly must be reviewed by Hydrotech and may require wide vegetation-free zones of stone or multiple rows of strapped pavers. SEE NEXT PAGE TO FILL IN WATERPROOFING INFORMATION AMERICAN HYDROTECH, INC., 303 E. OHIO ST., CHICAGO, ILLINOIS 60611-3387 TELEPHONE 312/337-4998 • FAX 312/661-0731 • www.hydrotechusa.com CANADA • FAR EAST • MIDDLE EAST • UNITED KINGDOM • UNITED STATES MM 6125 Pre-installation Checklist Check Concrete Surface Prep § Confirm whether a concrete curing compound was used § Sodium silicate based - no removal necessary § Self dissipating resin based curing compound - at least some removal will likely still be required in ares where not fully dissipated § All other membrane forming curing compounds - full removal always required § Textured surface, broomed or wood floated finish is best § Protrusions and fins must be ground flat § Sharp edges must be ground/eased § Voids in walls 3/8" or larger should be filled/patched § Slurry must be scraped/removed § Waves/ridges/bumps in the deck should be ground flat § Non-moving cracks/gaps 1/4" or larger must be grouted or covered with suitable metal § Precast joints that may move should be caulked § Check for signs of laittance/soft concrete surface that must be removed to provide a sound hard substrate for adhesion of MM 6125 § Pock-marks indicating rain on wet concrete § Patches of lighter colored concrete with darker scratches § Surface can be scratched with a nail by hand § Typical methods for removal of laittance: § Shot blasting § Water blasting § Grinding § Check lightweight structural concrete crickets and sloped topping slabs for common problems § Edges should be at least 1/2" thick, not feathered out too thin § Cracks and edges that remain wet long after rain may indicate trapped water § Hollow sound when tapped with pipe indicates loss of bond GC to coordinate installation AMERICAN HYDROTECH, INC., 303 E. OHIO ST., CHICAGO, ILLINOIS 60611-3387 TELEPHONE 312/337-4998 • FAX 312/661-0731 • www.hydrotechusa.com CANADA • FAR EAST • MIDDLE EAST • UNITED KINGDOM • UNITED STATES Check Other Substrates § Plywood/roofing board minimum 5/8" thickness § Plywood joints must be tongue & groove or blocked underneath § Nails/fasteners must all be set flush § Repair/patch any plywood warping/swelling from water damage § Securock must have 10 fasteners per 4'x8' sheet § No gaps greater than 1/8" at detail conditions or joints between boards § All metal surfaces must be free of rust, oil, paint and coatings § All metal to receive HydroSeal will also need to be brush-wheeled or ground and any galvanized or other coatings fully removed § All concrete surfaces to receive HydroSeal must be ground Confirm Dry Substrate § Confirm adequate concrete cure time o 14-days minimum for structural weight concrete o 28-days minimum for structural lightweight concrete. § 24 hours good drying conditions needed after a saturating rain § Moisture meter reading no more than 8% § Plastic mat test indicates no moisture § Conduct several MM 6125 test patches in various areas Membrane Test Patches § Apply hot MM 6125 to a cleaned prepared area at least 12" square. Watch for pinholes/bubbles during application - a minimal amount of slow forming pinholes or bubbles that can be easily eliminated by working the hot membrane back and forth is acceptable with confirmation of good adhesion, but immediate and/or continued appearance of pinholes and bubbles while spreading and working the hot membrane indicates too much moisture. To check adhesion allow the test patch to fully cool at least 10 minutes, then roll some membrane back from the edge with your thumb until you can grab a pinch of it and pull up slowly; the pinch should break off in your fingers to indicate good adhesion, but if you are able to peel a 3" diameter patch of cooled unreinforced membrane off the deck by pulling straight up this indicates adhesive failure. Check several areas this way in each test patch. In case of failure, consider the following items to determine what remedy may be needed: § Pinholes/bubbles indicate moisture in the substrate § Membrane peeling from the deck with a layer of dust on the underside can indicate either insufficient cleaning, laitance/soft concrete on the surface, or unsuitably weak concrete, mortar or patching material § Membrane peeling cleanly from the deck (no dust) can indicate either too much moisture, a curing compound, other surface contamination, or that the surface is too smooth AMERICAN HYDROTECH, INC., 303 E. OHIO ST., CHICAGO, ILLINOIS 60611-3387 TELEPHONE 312/337-4998 • FAX 312/661-0731 • www.hydrotechusa.com CANADA • FAR EAST • MIDDLE EAST • UNITED KINGDOM • UNITED STATES Check Detail Conditions § Drains must have integral flashing/clamping rings § Conduits and pipes must be rigid metal or Schedule 40 PVC, not flexible or thin wall, and there must be enough clearance around each one to detail individually § Check conduits and pipes for temporary brackets from the concrete pour, they must be cut flush with the deck and removed § Check rebar for slurry, rust, and/or rough concrete that must be cleaned/removed/ground flat § Check all sheet metal flanges attached the deck (such as at mechanical units, metal curbs, sheet metal used to cover gaps, etc.) - they must be minimum 22-gauge thickness and fastened tight with no gaps, buckling or movement § Check expansion joints for changes in direction where complex shear movement may occur and/or that the openings are not larger than 2" - such conditions are beyond the design limitations of Hydrotech's field constructed expansion joint details and will require an appropriate prefabricated expansion joint instead § H columns, tube steel, angle metal, metal rails and other conditions where term bar or band clamps are not possible for the flashing termination will need to be detailed with HydroSeal per Guideline Detail R-10B, R-10C or R-10D. Note additional surface prep required for HydroSeal listed above § Duct support legs typically do NOT need to be fastened to the structural deck and can be placed on pavers on top of the insulation without any membrane penetrations. If duct support legs must penetrate the membrane and be flashed then they must be fastened tightly and detailed with HydroSeal per Guideline detail R-10B. Note additional surface prep required for HydroSeal listed above Check for Common Problem Conditions § Conduit/pipe pairs or clusters set too close together to properly detail individually with MM 6125 - the best solution is to re-route some of them to provide at least 3" clearance around each one for detailing with MM 6125 and Flex Flash UN at the deck, alternately set them in a 4" curb to separate them as much as possible and detail with with HydroSeal Resin per Hydrotech's Guideline Detail R-10D § Conduits, pipes, posts, columns or any other penetration set tight up against a wall or curb without sufficient clearance for proper individual detailing must be re-routed § Kendorf channel, commonly used by electricians to set boxes and small equipment, cannot be properly detailed with MM 6125 - either replace it with solid pipe that can be flashed with MM 6125 or pour a 4" curb and detail with with HydroSeal Resin per Hydrotech's Guideline Detail R-10D § Braided cables for lightening protection systems are frequently installed directly through the deck or wall where no waterproofing can seal them. This problem can be easily avoided by awareness/education early in the project BEFORE the cables are set - lightening protection system manufacturers offer solid conduit units with clamps to attach braided cables that can be properly flashed and warranted. These AMERICAN HYDROTECH, INC., 303 E. OHIO ST., CHICAGO, ILLINOIS 60611-3387 TELEPHONE 312/337-4998 • FAX 312/661-0731 • www.hydrotechusa.com CANADA • FAR EAST • MIDDLE EAST • UNITED KINGDOM • UNITED STATES conduit/clamp units are the only reliable way to treat a lightening protection system penetration on the deck. If braided cable penetrations are observed on a wall, a commonly used "best effort" is to install a surface mounted a conduit stub over the cable with a slight down-turn at the end, detail the conduit with the appropriate Hydrotech materials and fill the end of the conduit around the cable with sealant. While the sealant around the cable would not be warranted, this detail may remain sufficiently watertight long term § Flexible conduit, smurf tubes or hoses - there is no proper membrane detail for flexible penetrations, they must be replaced with suitable conduit (rigid metal or PVC minimum 1" diameter) or be excluded from warranty § At swimming pools check for bare ground wire penetrations - there is no proper membrane detail for bare wires, they must be run through suitable conduit (rigid metal or PVC minimum 1" diameter) and the seal between the wire and the conduit would be outside Hydrotech's warranty § Threaded rod penetrations used for pipe supports, lamp post bases, etc - if they will be entombed in a concrete topping or curb then they can be detailed with MM 6125 like rebar. If they will not be entombed in concrete it's best to eliminate them altogether if attachment to structural deck is not required - pipe supports can usually be placed on and attached to concrete pavers on top of the insulation. The last warrantable option would be to replace them with minimum 1" diameter rigid pipe § Hot pipes or snow melt system penetrations - if run through sleeves that will not get hot or if the temperature will be below 100*F then the standard MM 6125 pipe detail is suitable, if the temperature will be between 100*F and 150*F then they should be routed through a vertical surface at least 3" above the deck and may be detailed with HydroSeal Resin, if they will get hotter than 150*F then Hydroteh cannot offer a warrantable detail § Mechanical unit spring/isolator feet - not even HydroSeal is sufficient for a proper/warrantable detail on these. Best option is to run the MM 6125 waterproofing under the concrete pad, otherwise waterproof the pad before placing the units and attempt an unwarranted "best effort" to waterproof them with HydroSeal or caulk/sealant § If a topping slab is to be poured over the MM 6125 assembly, make sure it will not be poured directly against the flashings - at a minimum 5/8" fiber expansion material should be placed to avoid damage from the thermal movement of the slab over time. AMERICAN HYDROTECH, INC., 303 E. OHIO ST., CHICAGO, ILLINOIS 60611-3387 TELEPHONE 312/337-4998 • FAX 312/661-0731 • www.hydrotechusa.com CANADA • FAR EAST • MIDDLE EAST • UNITED KINGDOM • UNITED STATES § Precautionary measures to avoid membrane damage from other trades (listed in order of effectiveness) § Restrict other trades from areas with installed membrane assembly until all protective topping layers are in place § Clean installed membrane of all construction debris EVERY DAY § Upgrade or add heavier duty protections materials such as Hydrocap 90, Hydrocap 160, Permaboard or Meadows Board § Install temporary protection materials such as plywood and clean all construction debris EVERY DAY § Check project warranty requirements: § Confirm whether specified warranty type is appropriate for project conditions and materials § Confirm whether an air layer will be required for thermal warranty § Confirm whether the ballast design needs to be reviewed for wind blow off warranty § Confirm whether root barrier is specified/needed/appropriate for planned vegetation Burke 1125 Conspec #21 Creteseal CS2000 Dayton Superior Day ‐Chem Sil‐Cure J‐13 Degussa Kure‐N‐Harden Degussa Sonosil E‐Cure Eucosil Kaufman ‐ Sillicure Curing Compound L&M Cure Lambert Corp. Gardseal Medows MedCure Sinak The Cure WCE Spec Hard Symons Cure & Hard Tamms Hardener Masco BioKure Sodium Silicate Based Curing Compounds MONOLITHIC MEMBRANE 6125 1. Product Name Monolithic Membrane 6125 ® 2. Product Description Basic Use Monolithic Membrane 6125 (MM6125®) is designed for use as a waterproofing and roofing membrane, typically on concrete structures in vertical and horizontal applications such as roof decks, vegetated roofs, blue roofs, parking decks, reflecting pools, plazas, mechanical room sub-floors, foundation walls, mud slabs, tunnels or planters. MM6125 contains 40% recycled content for LEED credit consideration. Limitations • MM6125 is not intended as an exposed or traffic-bearing membrane. • Do not install MM6125 over lightweight structural concrete without prior written approval from Hydrotech. • Lightweight insulating concrete is not an acceptable substrate. • For applications below 0°F, consult Hydrotech. Composition and Materials MM6125 is a hot-applied rubberized asphalt specially formulated from refined asphalts, synthetic rubber and inert mineral filler. MM6125 is formulated with a minimum 40% post-consumer recycled content (30% for REACH compliant material). Container/Weight/Coverage MM6125 is packaged in cardboard cartons, with a single 40 lb. cake of membrane per carton. For an additional fee, the membrane is also available in metal 55 gallon drums weighing approximately 500 lbs. Each drum contains 8-10 cakes of membrane (approximately 50 lbs. each) which are double wrapped in low density polyethylene. The weight of the installed membrane is approximately 1.08 pounds per square foot for the 180 mils thick standard assembly. For the fabric reinforced assembly the weight of the installed membrane is approximately 1.3 pounds per square foot. Tech Data Property Requirement Test Method Flash Point ≥500° F (260° C)* CGSB 37.50-M89, ASTM D-92 Low Temperature Crack No cracking, adhesion loss, CGSB 37.50-M89 Bridging Capability or splitting Water Vapor Permeability 1.7 ng/Pa(s)m max CGSB 37.50-M89 (0.027 perm) ASTM E-96, Procedure E Water Resistance No delamination, blistering, CGSB 37.50-M89 (5 days/50° C) emulsification, or deterioration Water Absorption Gain in weight 0.35 g max CGSB 37.50-M89 Loss in weight 0.18 g max Elasticity/Ratio of Toughness Min. toughness of 5.5 joules CGSB 37.50-M89 to Peak Load (48.67 in pound)/.04 (1.50) Viscosity 2-15 seconds CGSB 37.50-M89 Heat Stability No change in viscosity, CGSB 37.50-M89 penetration, flow or low temperature flexibility Low Temperature No delamination, adhesion CGSB 37.50-M89 Flexibility (-25° C) loss, or cracking Penetration @ 77°F (25°C) max 110 CGSB 37.50-M89 @ 122°F (50°C) max 200 ASTM D-5329 Flow @ 140°F (60°C) 3.0mm-max CGSB 37.50-M89 ASTM D-5329 Softening Point 180°F (82°C) ASTM D-36 Elongation 1000% min ASTM D-5329 Resiliency 40% min ASTM D-5329 Bond to Concrete Pass ASTM D-5329 (0°F, -18°C) Hydrostatic Pressure 100 psi ASTM D-08.22, Resistance (=231 foot head of water) Draft 2 Acid Resistance Pass – Nitric Acid ASTM D-896-84 Pass – Sulfuric Acid Procedure 7.1 Note 8 Salt Water Resistance No delamination, blistering, ASTM D-896 similar (20% sodium carbonate emulsification, or deterioration and calcium chloride) Fertilizer Resistance No delamination, blistering, ASTM D-896 similar (undiluted 15/5/5 nitrogen emulsification, or deterioration /phosphorus/potash) Animal Waste Resistance No deterioration 3 year exposure Solids Content 100% – no solvents Recycled Content 40% (30% REACH compliant) UL Validated Shelf Life 10 years (sealed containers) Specific Gravity 1.15 ± 0.02 * or alternatively not less than 77°F (25°C) above the manufacturer’s maximum recommended application temperature. PHYSICAL PROPERTIES ® The fabric reinforced assembly for waterproofing/roofing applications is required for the following conditions: • Over extremely rough substrates • Retrofit applications • Over wood plank and plywood substrates • Over gypsum board secured to metal deck substrates • Over concrete block units • Or, as otherwise directed by Hydrotech This type of installation consists of a coat of membrane at a minimum thickness of 90 mils, a reinforcing fabric (Flex Flash F) embedded into it followed by a second coat of membrane applied at a minimum thickness of 125 mils. Applicable Standards Meets or exceeds the performance requirements of The Canadian General Standards Board, CGSB-37.50-M89 and applicable ASTM Test Methods. 3. Technical Data Typical physical properties of Monolithic Membrane 6125 ® are shown in Table 1 (on first page). 4. Installation Surface Preparation All concrete surfaces must be clean, dry, free of voids, projections, loose material, laitance, dust, oil, unapproved curing compounds or other contaminants. Hydrotech recommends structural weight concrete to cure/dry 28 days, minimum 14 days, prior to the application of the membrane. Concrete must have a wood-float or wood troweled finish. All exposed metal shall be free of paint, oil, rust and contaminants. Priming Hydrotech’s Surface Conditioner should be spray applied to concrete at a rate of approximately 300 to 600 square feet per gallon. Allow surface conditioner to dry thoroughly before membrane is to be applied. Other substrates such as wood and metal do not need to be primed. Application Use a double-jacketed, oil-bath or air jacketed melter with mechanical agitation specifically designed for preparation of hot-applied, rubberized asphalt materials. Melter must be capable of maintaining the membrane temperature between 350°F and 375°F (177°C-190°C). Construction joints, control joints and all cracks greater than 1/16" shall be treated with a 125 mil coat of MM6125®. All flashing and detail work should be completed prior to the application of the membrane. MM6125 may be squeegee applied on to horizontal surfaces and hand troweled or roller applied on to vertical surfaces. For the standard assembly MM6125 should be applied at 180 mils (3/16", 4.8mm), minimum 125 mils (1/8", 3.2mm) in a continuous, monolithic coating. For the fabric reinforced assembly MM6125 is initially applied to the substrate at a minimum thickness of 90 mils (3/32'', 2.3mm). The fabric reinforcing (Flex Flash F) is embedded into the membrane while it is still warm and tacky. A second coat of MM6125 is then applied at a minimum thickness of 125 mils (1/8'', 3.2mm), fully encapsulating the fabric reinforcing within the membrane. If a leak test is to be conducted, it may be carried out electronically or by flood testing. For flood testing, submerge the membrane in a minimum depth of 2" of ponding water for 48 hours after the membrane and protection layer are installed. Complete MM6125 specifications and guideline details are available upon request. Precautions Use in well ventilated area. In areas with limited ventilation, wear a positive pressure air supplied niosh/MSMA approved respirator. Avoid skin and eye contact. User must read container label and Material Safety Data Sheets for health and safety precautions prior to use. 5. Availability and Costs Availability Through American Hydrotech, Inc. Sales Representatives worldwide. Costs MM6125 is competitively priced. Contact your local American Hydrotech, Inc. representative or Hydrotech directly at: American Hydrotech, Inc. 303 East Ohio Street Chicago, IL 60611-3387 Phone 312.337.4998 Fax 312.661.0731 6. Guarantees Contact American Hydrotech, Inc. for specific warranty information. 7. Maintenance None required. Damaged Monolithic Membrane 6125 is easily repaired by removal of the damaged material and coating with new Monolithic Membrane 6125. Technical Service Technical support is provided by a trained network of sales representatives and a Technical Services Department. © 2017 AMERICAN HYDROTECH, INC. American Hydrotech, Inc. 303 East Ohio Street, Chicago, Illinois 60611 800.877.6125; 312.337.4998 312.661.0731 (fax) info@hydrotechusa.com This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. www.hydrotechusa.com 2017-TDS-4-6125-JS American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 5/18 www.hydrotechusa.com Monolithic Membrane 6125® PRODUCT DATA SHEET GENERAL DESCRIPTION Hydrotech’s Monolithic Membrane 6125 is a highly modified rubberized asphalt with 40% post-consumer recycled content (minimum 30% recycled content for REACH compliant material). BASIC USE Hydrotech’s Monolithic Membrane 6125 is specifically designed to be used as a roofing and/or waterproofing membrane typically on concrete substrates in vertical or horizontal applications such as roof decks, parking decks,reflecting pools, plazas, mechanical room sub-floors, foundation walls, tunnels and planters. SIZES Hydrotech’s Monolithic Membrane 6125 is available in recyclable cardboard cartons containing individual 40 pound cakes of material. TECHNICAL DATA PROPERTY TEST METHOD RESULTS FLASH POINT ASTM D-92 <500°F CGSB-37.50-M89 (260°C) PENETRATION ASTM D-5329 98 mm @77°F (25°C) CGSB-37.50-M89 187mm @122°F (50°C) FLOW ASTM D-5329 1.0 mm @140°F (60°C) CGSB-37.50-M89 TOUGHNESS CGSB-37.50-M89 16.0 Joules RATIO OF TOUGHNESS TO PEAK LOAD CGSB-37.50-M89 0.069 WATER VAPOR PERMEABILITY ASTM E-96, Procedure E 0.3 ng/Pa(s)m2 CGSB-37.50-M89 WATER ABSORPTION CGSB-37.50-M89 0.11 gram weight gain LOW TEMPERATURE FLEXIBILITY (-25°C) CGSB-37.50-M89 No delamination, adhesion loss or cracking LOW TEMPERATURE CRACK BRIDGING (-25°C) CGSB-37.50-M89 No cracking, adhesion, loss or splitting HEAT STABILITY CGSB-37.50-M89 No change in viscosity, penetration, flow or low temperature flexibility VISCOSITY CGSB-37.50-M89 11.0 seconds WATER RESISTANCE (5 days @ 50°C) CGSB-37.50-M89 No delamination, blistering, emulsification or deterioration SOFTENING POINT ASTM D-36 180°F (82°C) ELONGATION ASTM D-5329 1000% minimum (values published are min. req) This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. PROPERTY TEST METHOD RESULTS PROPERTY TEST METHOD RESULTS RESILIENCY ASTM D-5329 40% minimum BOND TO CONCRETE ASTM D-5329 Pass @0°F (-18°C) ACID RESISTANCE ASTM D-896 Pass - 50% Nitric Acid Procedure 7.1 (N-8) - 50% Sulfuric Acid RESISTANCE TO HYDROSTATIC PRESSURE ASTM D-08.22, Draft 2 100 psi (developed: D5385) (= 231 foot head of water) RESISTANCE TO SALT WATER ASTM D-896 similar No delamination, (20% sodium carbonate and calcium chloride) blistering, emulsification or deterioration RESISTANCE TO FERTILIZER ASTM D-896 similar No delamination, (undiluted 15/5/5 nitrogen/phosphorus/potash) blistering, emulsification or deterioration RECYCLED CONTENT U.L. Validated 40% post-consumer (30% REACH compliant) RESISTANCE TO ANIMAL WASTE 3 year exposure No deterioration SOLIDS CONTENT 100% SHELF LIFE 10 years (sealed) SPECIFIC GRAVITY 1.15 + 0.02 PRODUCT DATA SHEET Monolithic Membrane 6125 LEED INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 40 Manufacture Location Montreal, QC Extraction/Harvesting Location Montreal, QC VOC Content (g/L) 0 American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 5/18 www.hydrotechusa.com Page 2 1. Product Name Hydrodrain® 2. Product Description Basic Use Hydrodrain is a composite drainage layer consisting of a three-dimensional drainage core and a filter fabric. The filter fabric is bonded to the core, preventing intrusion of the fabric into the flow channels. The fabric extends equally (approx. 2") along both long sides, beyond the core for overlap adjoining rolls. Hydrodrain is ideal anywhere a subsurface drainage course is required. Typical applications include foundation walls, trench drains, planters, plaza decks and roof assemblies. Advantages • Reduces hydrostatic pressure on below- grade structures • Enhances conventional waterproofing systems by transmitting water into a collection system before it reaches the wall substrate • Decreases the risk of potential freeze-thaw damage to a concrete wearing surface • Eliminates the bulk and weight of conventional aggregate type drainage media • Materials are resistant to all known naturally occurring earth salts and minerals • The white filter fabric (Hydrodrain 300, 302 and 1000) reduces the potential heat build up underneath the drainage layer decreasing the potential for Styrofoam™ insulation deformation. Limitations • Hydrodrain is not to be used as the sole protection for Hydrotech roofing and waterprpofing materials • Hydrodrain is not to be set directly into or over Hydrotech’s Monolithic Membrane 6125® without the installation of a protection course • Hydrodrain must be covered with subsequent overburden within 10-14 days of its installation. Composition and Materials Hydrodrain 300, 302 and 1000 consist of a heavy duty, high density polyethylene geonet-type drainage core, containing 10% post-industrial recycled content, with a non-woven white filter fabric heat fused to the core ridges on one or both sides. Hydrodrain 400, 420, 700, and 990 consists of an impermeable polypropylene sheet, containing 12.5% post-industrial recycled content formed under heat and pressure to produce a high-flow dimple- type drainage core with woven or non- woven filter fabric bonded to one side. Types Hydrodrain 300 is a geonet-type core with non-woven white filter fabric bonded to one side. The filter fabric retains soil or sand particles as well as freshly placed concrete allowing filtered water to pass through to the drainage core. Hydrodrain 300 is primarily installed horizontally for areas subjected to heavy loading or vehicular traffic but may also be installed vertically. Hydroflex 30 or another approved protecting layer must be installed over Hydrotech’s roofing and waterproofing membranes if Hydrodrain 300 is installed above. HYDRODRAIN ® PHYSICAL PROPERTIES (Table 1) Geonet Style Dimple Style PROPERTY TEST METHOD UNITS 300 302 1000 400 420 700 990 Thickness ASTM D1777 inches (mm) 0.25 (6.35) 0.25 (6.35) 0.25 (6.35) 0.4 (10.16) 0.4 (10.16) 0.4 (10.16) 0.4 (10.16) Compressive Strength ASTM D1621 psf (kN/m2) 40,000 (1,915) 40,000 (1,915) 40,000 (1,915) 15,000 (718) 15,000 (718) 21,000 (1,005) 30,000 (1,436) Core Flow @3600 psf Hydraulic gradient = 1 (per unit width) ASTM D4716 gal/min/ft (l/min/m) 8.5 (106) 8.5 (106) 8.5 (106) 21 (261) 21 (261) 23 (286) 24 (298) Fabric Flow ASTM D4491 gal/min/ft2 (l/min/m2) 150 (6,112) 150 (6,112) 150 (6,112) 140 (5,704) 140 (5,704) 60 (2,460) 60 (2,460) Fabric Grab Tensile Strength ASTM D4632 lb (kN) 95 (.423) 95 (.423) 95 (.423) 100 (0.45) 100 (0.45) MD 370 (1.65) CD 250 (1.11) MD 370 (1.65) CD 250 (1.11) Fabric AOS (EOS)ASTM D4751 U.S. Sieve (mm) 50 (0.3) 50 (0.3) 50 (0.3) 70 (0.212) 70 (0.212) 40 (0.42) 40 (0.42) Fabric Puncture Strength ASTM D4833* ASTM D6241 lb (kN) 55* (0.245) 55* (0.245) 55* (0.245) 250 (1.113) 250 (1.113) 850 (3.78) 850 (3.78) Fabric UV Resistance @ 500 hours ASTM D4355 % strength retained 70 70 70 70 70 -- Roll Dimensions 4' x 75'4' x 75'4' x 50'4' x 50'4' x 50'4' x 50'4' x 50' Roll Weight 70 lbs 80 lbs 55 lbs 39 lbs 40.5 lbs 50 lbs 52 lbs Hydrodrain 302 is identical to Hydrodrain 300 with the addition of a second layer of the non-woven white filter fabric to the back side. The bottom layer of filter fabric can assist in dispersing water in flat applications and can be used in situations where drainage from both sides is required. Hydroflex 30 or another approved protecting layer must be installed over Hydrotech’s roofing and waterproofing membranes if Hydrodrain 302 is installed above. Hydrodrain 1000 is identical to Hydrodrain 300 with the addition of a layer of heavy duty fabric to the back side. The heavy duty fabric provides additional protection and cushion against the roofing/waterproofing membrane. Hydrodrain 1000 is primarily installed horizontally in roofing applications where Hydroflex 10 separation/protection sheet is installed over the MM 6125 membrane but may also be installed vertically directly over cured LM6090 and MM 7800, or VM60 membranes. Hydrodrain 400 is a dimple-type core with non-woven filter fabric bonded to one side. The filter fabric retains soil or sand particles as well as freshly placed concrete allowing filtered water to pass through to the drainage core. Hydrodrain 400 is primarily installed vertically for moderate duty applications but may also be installed horizontally. Hydroflex 30 or another approved protecting layer must be installed over Hydrotech’s roofing and waterproofing membranes if Hydrodrain 400 is installed above. Hydrodrain 400 may not be installed directly over Styrofoam™ insulation. Hydrodrain 420 is identical to Hydrodrain 400 with the addition of a polymeric laminate film to the back side. The polymeric film provides additional protection to the roofing/waterproofing membrane allowing Hydrodrain 420 to be installed directly over cured LM6090 and MM 7800, or VM60 membranes. Hydroflex 10 or 30 protection is still required when Hydrodrain 420 is to be installed over MM 6125. Hydrodrain 420 is primarily installed vertically but may also be installed horizontally. Hydrodrain 420 may not be installed directly over Styrofoam™ insulation. Hydrodrain 700 is virtually identical to Hydrodrain 400 except that a woven filter fabric is bonded to one side. The filter fabric retains soil or sand particles as well as freshly placed concrete allowing filtered water to pass through the to the drainage core and provides additional compressive strength to the overall drainage composite. Hydrodrain 700 is primarily installed vertically for moderate duty applications but may also be installed horizontally. Hydroflex 30 or another approved protecting layer must be installed over Hydrotech’s roofing and waterproofing membranes if Hydrodrain 700 is installed above. Hydrodrain 700 may not be installed directly over Styrofoam™ insulation. Hydrodrain 990 is identical to Hydrodrain 700 except that the dimpled core consists of a heavier duty polypropylene sheet that provides a higher compressive strength. The woven filter fabric bonded to one side retains 400 420 700 300 302 1000 990 soil or sand particles as well as freshly placed concrete allowing filtered water to pass through the to the drainage core. Hydrodrain 990 is primarily installed horizontally where high compressive strength and flow are desired but may also be installed vertically. Hydroflex 30 or another approved protecting layer must be installed over Hydrotech’s roofing and waterproofing membranes if Hydrodrain 990 is installed above. Hydrodrain 990 may not be installed directly over Styrofoam™ insulation. Size/Packaging All Hydrodrain product is shipped in rolls packaged in polyethylene bags. Refer to Table 1 for roll dimensions and weights. 3. Technical Data Refer to Table 1 for typical physical properties of Hydrodrain. 4. Installation Horizontal Installations (all types) The waterproofing should have been installed, properly protected, and tested for leaks. The area to be covered with Hydrodrain should be swept clean of all loose debris. Start unrolling the first roll of Hydrodrain along an edge of the area to be covered with the filter fabric facing up. The fabric overlap along the work area perimeter should be folded under the core all along the perimeter edge. (Fig. 1) If installing Hydrodrain along a sloped surface, installation should begin at the bottom of the slope, extending upslope so that a fabric overlap from the subsequent rolls upslope will shingle down over the previous roll. Subsequent rolls of Hydrodrain should be installed so that the drain cores directly abut each other. This may necessitate peeling the fabric back off of the core on one roll of Hydrodrain to allow the fabric overlap from the adjacent roll to lay flat across the top of the adjacent core. The peeled back fabric may then be laid flat across the top of the adjacent roll. (Fig. 2) All joints and core edges must be covered/wrapped with filter fabric. At roll ends, this may be accomplished by peeling the filter fabric back from the core of the to-be-placed roll, exposing at least 4 inches of drainage core. The core is then cut off and the end of the roll positioned so that the exposed core abuts the previous core. The excess fabric is then lapped over the previous roll of Hydrodrain. (Fig. 3) Installed Hydrodrain should not be left exposed for extended periods (> 30 days). If installed over Styrofoam™ insulation steps must be taken to reduce the chances of heat build up due to sun and ambient temperatures. Damage to Styrofoam™ can occur in ambient temperatures as low as 85 - 90 degrees F. Refer to Technical Bulletin #3 for more information. Notes: When necessary, additional filter fabric may be cut and used to simply cover over or wrap any exposed or open drainage core edges. This may be especially helpful in instances where the memory inherent in the geonet-type cores results in wavy edges. Filter fabric overlaps may be secured over the adjacent roll of Hydrodrain as necessary with duct tape or a compatible adhesive. Hydrodrain may be spot attached to the surface of protection course with double-sided tape or a compatible adhesive. Spot attachment over STYROFOAM™ insulation may be accomplished with double-sided tape, a compatible adhesive or staples at least 1 inch shorter than the thickness of the foam. Vertical Installations (Hydrodrain 400, 420, 700, 990, 1000) The waterproofing should have been installed, properly protected (if necessary), and fully cured (if required). The height of the wall or lift to be covered should be measured, adding sufficient material if necessary for overlapping the drain tile or linear collection assembly at the base of the wall. Alternatively, extra/ additional filter fabric may be used to overlap the first lift of Hydrodrain at the base of the wall and warp the drain tile. Hydrodrain should be unrolled and cut to length if necessary. Total Height With One Lift When the total height of the wall will be covered with a single lift of Hydrodrain, start by peeling the filter fabric back from the drain care at the top of the roll to expose 4 inches of the core. Note: the drain core should remain 6 – 12 inches below the final surface of the backfill Glue the fabric overlap at the top of the wall using double-stick tape, duct tape, a compatible adhesive, or stick pins depending on the surface. (Fig. 4) Note: nails or staples are not appropriate if they will penetrate the waterproofing. Position the Hydrodrain down the wall, maintaining a straight and vertical installation. At the drain tile or linear collection assembly (if installed), peel back the filter fabric from the drain core and wrap the drain tile with the fabric. The drain core can be trimmed as necessary. If no drain tile is installed, wrap the bottom edge of the core with the filter fabric overlap or additional filter fabric. Install adjacent rolls of Hydrodrain in the same manner described above. If necessary, adhere the Hydrodrain along vertical joints making sure that the drain cores abut directly and that the filter fabric overlap completely covers the joints. Use additional filter fabric, adhered over the joints, if necessary to ensure complete coverage of the joints. Total Height With Multiple Lifts Installation of Hydrodrain in multiple lifts is essentially identical to the single lift installation described above except that the filter fabric lap is formed and adhered to the wall (or waterproofing) surface only at the very top of the installation – only with the last lift of Hydrodrain. The top of each preceding lift of Hydrodrain must be installed so that the drain cores of adjacent lifts directly abut each other. Any filter fabric overlaps should be shingled from the upper lift down over the lower lift of Hydrodrain. (Fig. 5) Placement of backfill should occur as soon as possible, and no more than 10-14 days, after Hydrodrain installation. 5. Availability and Cost Contact you local American Hydrotech, Inc. representative of Hydrotech directly. 6. Guarantees Contact American Hydrotech, Inc. for specific warranty information. 7. Maintenance None required. 8. Technical Services Technical support is provided by a trained network of sales representatives and Hydrotech’s Technical Services Department. American Hydrotech, Inc. 541 N Fairbanks Ct., Chicago, Illinois 60611 800.877.6125; 312.337.4998 312.661.0731 (fax) www.hydrotechusa.com This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. © 2021 AMERICAN HYDROTECH INC. 2021-TDS-1-HDRAIN-JS Fig. 1 Fig. 4 Fig. 5 GRADE 6" Fig. 2 Fig. 3 American Hydrotech, Inc. 541 N Fairbanks Ct., Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 8/21 www.hydrotechusa.com Hydrodrain® 300 PRODUCT DATA SHEET GENERAL DESCRIPTION Hydrodrain® 300 is a composite drainage system of a three-dimensional, crush-proof drainage core and a white non-woven, needle punched filter fabric. The filter fabric is bonded to the ridges of the core, preventing intrusion of the fabric into the flow channels during backfilling. The fabric extends 4” beyond the core along one long side and one short side of the roll, and is bonded on one side of the core. BASIC USE The Hydrodrain drainage layer is ideal anywhere a subsurface drainage course is required. Typical applications include foundation walls, trench drains, planters, plaza decks and roof assemblies. Hydrodrain must be covered with subsequent overburden within 10-14 days of installation. TECHNICAL DATA PROPERTY TEST METHOD GEOTEXTILE RESULTS THICKNESS ASTM D1777 -- 0.25 in. COMPRESSIVE STRENGTH ASTM D1621 -- 40,000 psf FLOW “Q” @ 3600 psf; ASTM D4716 -- 8.5 gal. / min. / ft. width Hydraulic Gradient = 1 FLOW ASTM D4491 150 gal. / min. / ft.2 -- PUNCTURE ASTM D4833 55 lb. -- U.V. RESISTANCE ASTM D4355 70% @ 500 hours -- GRAB TENSILE ASTM D4632 95 lb. -- APPARENT OPENING SIZE ASTM D4751 50 mm U.S. Std. Sieve -- Note: In roofing applications when Hydrodrain 300 is installed over the MM6125® membrane, Hydroflex® 30 must be used as the protection sheet. ADVANTAGES • Reduces hydrostatic pressure on below-grade structures. • Enhances conventional waterproofing systems by transmitting water into a collection system before it reaches the wall substrate. • Prevents intrusions of soil, concrete, or grout into the flow channels. • Materials are resistant to all known naturally occurring earth salts and minerals. • White filter fabric allows placement over STYROFOAM™ insulation with reduced potential for heat build-up. SIZES The Hydrodrain drainage layer is available in roll form, 48 inches wide by 75 feet long. The geotextile overlaps the drainage core 4 inches on one side. Each roll covers 300 square feet and weighs 70 lb. The property values listed above are typical values and subject to change without notice. Note: As of June 1, 2010, all geonet-type Hydrodrains (300, 302, 1000, AL) will be produced with a white filter fabric bonded to the top side of the core. This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. PRODUCT DATA SHEET Hydrodrain 300 LEED® INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 100 (pi) Manufacture Location Alpharetta, GA Extraction/Harvesting Location Alpharetta, GA VOC Content (g/L) 0 American Hydrotech, Inc. 541 N Fairbanks Ct., Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 8/21 www.hydrotechusa.com Page 2 American Hydrotech, Inc. 541 N Fairbanks, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 10/20 www.hydrotechusa.com Hydroflex® 30/Hydroflex® 30S PRODUCT DATA SHEET GENERAL DESCRIPTION Hydroflex 30/Hydroflex 30S is a specially formulated heavy duty, APP or SBS modified asphalt, protection sheet with synthetic fiber reinforcement. BASIC USE Hydroflex 30/Hydroflex 30S is specifically designed to be embedded into Hydrotech’s Monolithic Membrane 6125® roofing and waterproofing membranes to provide protection from typical construction traffic. Hydroflex 30/Hydroflex 30S should be covered by the subsequent overburden within 30 days of membrane installation. In high traffic areas where vehicular traffic is anticipated or extreme physical abuse is expected, additional protection may also be required for the membrane assembly. SIZES Hydroflex 30/Hydroflex 30S is available in roll form, with a width of 39.4 inches (1.0 m) and a length of 66 feet (20 m) (Midwest and Eastern U.S.) and a length of 50.25 feet (15.3 m) (Western U.S.). The rolls equal approximately 216 square feet (18.6 sq.m.) and 165 square feet (15.3 sq.m.) of material respectively. LEED INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 12 (pc), 56 (pi) Manufacture Location Kansas City, MO Extraction/Harvesting Location 32% Chicago, IL VOC Content (g/L) 0 This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. TECHNICAL DATA PROPERTY TEST METHOD RESULTS THICKNESS .085 in.; ± .005 (85 mils, 2mm) COLOR Black (with a light broadcast of sand) American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 9/18 www.hydrotechusa.com Flex-Flash F PRODUCT DATA SHEET GENERAL DESCRIPTION Flex-Flash F is a spunbonded polyester fabric. BASIC USE Flex-Flash F is designed to be used as the standard reinforcement material for Hydrotech’s Monolithic Membrane 6125® roofing and waterproofing membrane. It is used to reinforce the membrane over cracks, construction joints and changes-in- plane. It is also used in between layers of MM6125® over the entire substrate area to form the “FR” or fabric reinforced assembly. Flex Flash F is not intended to be used as drains, expanstion joints, or as an exposed flashing. SIZES Flex-Flash F is available is standard widths of 6, 12 and 39 inches and the standard length of 600 feet. LEED INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 0 Manufacture Location Old Hickory, TN Extraction/Harvesting Location Old Hickory, TN VOC Content (g/L) 0 This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. TECHNICAL DATA PROPERTY TEST METHOD RESULTS COLOR White UNIT WEIGHT (oz/sq yd) ASTM D1910 1.35 % ELONGATION (to break) ASTM D2523 42 TEAR STRENGTH (lb) ASTM D2263 8 BREAKING STRENGTH (lb) ASTM D2523 25 DE MATIA FLEX CYCLES ASTM D813 100,000 (values published are min. req) American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 11/18 www.hydrotechusa.com Flex-Flash UN PRODUCT DATA SHEET GENERAL DESCRIPTION Flex-Flash UN is a thermoset material made of uncured neoprene rubber. BASIC USE Flex-Flash UN (uncured neoprene) is typically used as the heavy-duty reinforcing and exposed flashing membrane in conjunction with Hydrotech’s Monolithic Membrane 6125® roofing and waterproofing membrane. Flex-Flash UN’s thermoset properties provide ease in forming around penetrations and corners as well as detailing expansion joints and drains. Flex-Flash UN can also be used embedded into the MM6125 installed over the entire substrate to form the Dual Membrane Assembly. SIZES The Flex-Flash UN membrane is available in a standard thickness of 60 mils (0.060 inch), standard widths of 6, 12, 18, 24, 36 and 48 inches, and a length of 100 feet. LEED INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 0 Manufacture Location Passaic, NJ Extraction/Harvesting Location 82% Akron, OH 18% Japan VOC Content (g/L) 0 This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. TECHNICAL DATA PROPERTY TEST METHOD RESULTS WIDTH (inches) ASTM D751-66 0 / +.125 LENGTH (inches) ASTM D751-66 0 / +1.0 THICKNESS (inches) ASTM D751-66 0.060 + 10% TENSILE STRENGTH (psi, min.) ASTM D412, DIE C 1400 ELONGATION (%, min.) ASTM D412, DIE C 300 TEAR RESISTANCE (lbs/inch, min.) ASTM D624, DIE C 125 BRITTLENESS POINT @ -30° F ASTM D2137 NO BREAK OZONE RESISTANCE ASTM D1149 NO CRACKS (@ 20% Ext., 100MPa, 100 hrs. @ 104° F) @ 7X MAGNIF. WATER ABSORPTION (%, weight change range) ASTM D471 -8, +2 (46 hrs. @ 158° F) American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 9/18 www.hydrotechusa.com Surface Conditioner PRODUCT DATA SHEET GENERAL DESCRIPTION An asphaltic concrete surface conditioner. BASIC USE To enhance the bond of American Hydrotech’s Monolithic Membrane 6125® roofing and waterproofing membranes to concrete substrates. TECHNICAL SPECIFICATIONS Must conform to CGSB 37-GP-9Ma. SIZES Surface Conditioner is available 5 gallon pails (40 lbs, 18.1 kg) or 55 gallon drums (440 lbs, 199.6 kg). APPLICATION • Thoroughly clean area to be waterproofed. The area must be thoroughly swept, then blown clean using an air compressor. • The Surface Conditioner is then spray-applied at a rate of 300-600 square feet per gallon. The result should be a “tanning” of the concrete surface. Over-application may cause adhesion problems between the concrete and MM6125. • The Surface Conditioner must be allowed sufficient time to thoroughly dry. NOTE: The cooler the ambient temperature and/or higher the humidity, the more drying time required. • DO NOT apply Surface Conditioner to wood, plywood, metal or gypsum board substrates - concrete only. • The Surface Conditioner can be cut-back with unleaded gas if necessary, to facilitate spraying. CAUTIONS FLAMMABLE MATERIAL! Do not use near open fire or flame and extinguish all smoking materials. LEED INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 0 Manufacture Location Montreal, QC Extraction/Harvesting Location Montreal, QC VOC Content (g/L) 540 This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. American Hydrotech, Inc. 541 N. Fairbanks Ct., Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 1/21 www.hydrotechusa.com Hydroflex® RB II PRODUCT DATA SHEET GENERAL DESCRIPTION Hydroflex RB II is a heavy-duty, rubberized asphalt sheet that is specially formulated with a factory-applied root growth regulator. The sheet is polyester reinforced and has a granule surfacing. BASIC USE Hydroflex RB II is specifically designed to be embedded into Hydrotech’s MM6125®-FR roofing membrane when installed in a Hydrotech Garden Roof® Assembly. Hydroflex RB II provides protection to the membrane from mechanical damage as well as damage due to penetration by roots. For installation involving Bamboo vegetation, see Hydrotech’s Rootstop Bamboo Product Data Sheet. LEED® INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 2 (pi) Manufacture Location Kansas City, MO Extraction/Harvesting Location Oklahoma City, OK VOC Content (g/L) 0 INSTALLATION • Hydroflex RB II is to be rolled out and embedded into the MM6125-FR membrane while the membrane is still warm and aggressively tacky, to ensure good adhesion. • Adjacent sheets must be lapped a minimum of 3 inches. All laps should be “wet lapped” with MM6125 or may be torch welded per standard APP modified bitumen torching techniques. • All lap edges of Hydroflex RB II must be treated with SpinOut root growth regulator. SpinOut is to be sprayed in a 3 inch wide band covering the overlapped edge with common hand-pump sprayers using the largest orifice spray tip. One gallon of SpinOut (mixed with 2 quarts of water) will treat lapped edges on a project approximately 5,500 sq.ft. (roughly 2,000 In.ft.). Reference SpinOut Product Data Sheet for additional information. • Hydroflex RB II should be dressed up all roofing termination points and flashings to provide total root barrier protection to all roofed/flashed surfaces that will be subsequently covered with growing media. Flashing heights >12 inches may require mechanical termination or alternate securement. NOTES: 1. Granule supply conditions may result in occasional changes in the finished color of the Hydroflex RB II surface. This slight color variation will have no impact on the functionality of the product. TECHNICAL DATA THICKNESS: 0.160 in. (160 mils, 4mm) SIZE: 39.4 in. x 33.4 ft (1m x 10.2m) (100.5 sq.ft. effective coverage) WEIGHT: 100 lb/roll (45kg/roll) TENSILE STRENGTH: >50 lb/in. (machine & cross direction @ 73ºC) This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. American Hydrotech, Inc. 541 N Fairbanks, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 1/21 www.hydrotechusa.com SpinOut Root Growth Regulator PRODUCT DATA SHEET GENERAL DESCRIPTION SpinOut is a water-based, latex coating similar in appearance to light gray interior house paint. BASIC USE SpinOut root growth regulator is specifically designed to be spray, brush, or roller applied to all sheet lap edges of Hydrotech’s Hydroflex® RB II root barrier protection sheet. SpinOut may be sprayed to the lap edges using hand pump spray equipment. SpinOut may also be applied with paint rollers or brushes. SpinOut acts as a “root deterrent” agent to prevent penetration of roots through the treated protection sheet. CONTAINER/APPLICATION RATE SpinOut is available in 1 gallon plastic jugs. One mixed gallon (1 gallon SpinOut + 2 quarts water) will cover approximately 2,000 linear feet of Hydroflex RB II root barrier sheet edges with a 3 inch wide band. One mixed gallon will cover the laps of Hydroflex RB II on a project approximately 5,500 square feet in area. INSTALLATION • All laps between sheets of Hydroflex RB II must either be sealed with MM6125® or sealed with a propane torch (using standard APP torching application techniques) prior to treatment of the exposed edges with SpinOut. • Combine 1 gallon of SpinOut and 2 quarts of water in the sprayer and shake or stir to thoroughly mix the contents before and during use. • Adjust the spray tip to a wide fan spray and test the application, adjusting the orifice to provide a consistent application. Hand pump spray equipment typically comes with detailed instructions on setup, operation, clean up, and maintenance. When referring to these instructions, SpinOut is the equivalent of a flat, water based latex paint. Therefore, use the largest orifice spray tip supplied with the sprayer. • SpinOut should be applied to all sheet edges in a minimum 3 inch wide band. A normal walking speed should be used during application to apply a consistent thin coat of SpinOut all along the sheet edge. Avoid over application to the point that the SpinOut puddles or runs. • Drying time will be affected by ambient conditions – 10 minutes on a warm, sunny day; up to 45 minutes on a cool, cloudy day. • Minimum recommended application temperature is 50°F. • SpinOut is resistant to general weathering and UV exposure. However, re-application to laps and potentially the entire surface of the Hydroflex RB II, may be required after 12 months of exposure to traffic and abrasion on those projects where the waterproofed area has been open to construction traffic. CAUTIONS DO NOT DILUTE BEYOND RECOMMENDATIONS! DO NOT ALLOW TO FREEZE! • SpinOut may be reactive on masonry and metal surfaces. • Avoid inhaling any mist associated with the spray application. • Handlers/applicators should wear long sleeved shirt and pants, waterproof gloves, shoes and socks, and protective eye wear. • Wash hands with soap and water after use. • A Material Safety Data Sheet is available upon request. This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. PRODUCT DATA SHEET SpinOut Root Growth Regulator American Hydrotech, Inc. 541 N Fairbanks, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 1/21 www.hydrotechusa.com Page 2 LEED® INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 0 Manufacture Location Rocky Mount, NC Valdosta, GA Extraction/Harvesting Location Rocky Mount, NC Valdosta, GA VOC Content (g/L) 0 American Hydrotech, Inc. 541 N Fairbanks, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 1/21 www.hydrotechusa.com Gardendrain® GR30 PRODUCT DATA SHEET GENERAL DESCRIPTION Gardendrain GR30 is made of recycled polyethylene molded into a three-dimensional panel. The unique design provides retention cups on the top side, drainage channels on top and bottom and holes in the tops of the domes for aeration, promoting upward moisture movement. BASIC USE Gardendrain GR30 is specifically designed to act as a drainage, aeration and water retention element in Hydrotech’s Garden Roof® Assembly. It is typically utilized within Hydrotech’s extensive, lawn and intensive Garden Roof Assemblies. INSTALLATION • GR30 is installed as indicated in Hydrotech’s Garden Roof Installation Guidelines. TECHNICAL DATA PANEL DIMENSIONS: 4 ft. X 6 ft. (1.2 m X 1.8 m) PANEL HEIGHT: 1 1/4 in. (30 mm) WEIGHT: w/cups empty 0.3 lb/ft2 (1.5 kg/m2) – dry; 1.6 lb/ft2 (7.9 kg/m2) - wet; w/cups filled* 2.4 lb/ft2 (12 kg/m2) – dry; 3.8 lb/ft2 (19.2 kg/m2) - wet COMPRESSIVE STRENGTH: (ASTM D1621) 5,069 lb/ft2 (cups empty); 13,000+ lb/ft2 (cups filled) FLOW RATE: (ASTM D4716) 38 gal./min./ft. width (479 l./min./m.); h.g. = 1 WATER RETENTION: ≈0.073 gal/SF (2.99 l/square meter); cups empty ≈0.089 gal/SF (3.63 l/square meter); cups filled * cups filled = Gardendrain element filled with LiteTop® expanded aggregate level with tops of element dimples LEED® INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 100 (pi) Manufacture Location Goshen, IN Extraction/Harvesting Location Goshen, IN VOC Content (g/L) 0 • The retention cups of GR30 are typically filled with lightweight expanded aggregate under vegetated areas but can be left empty under extensive applications. • Volume to Fill: 2 CY per 1,000 sq.ft. This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 10/18 www.hydrotechusa.com Hydrotech LiteTop® Aggregate PRODUCT DATA SHEET GENERAL DESCRIPTION Hydrotech LiteTop Aggregate is an expanded, lightweight aggregate (i.e., expanded shale, clay, slate, pumice and scoria). BASIC USE Hydrotech LiteTop Aggregate is used to fill the cups of Hydrotech’s Gardendrain® 30 and 50 elements, as required, to enhance available water holding capacity for plant root systems and to increase compressive strength of the Gardendrain component. Can also be used as lightweight fill. INSTALLATION Vollume to Fill (GR30): 2 CY per 1,000 sq.ft. Vollume to Fill (GR50): 3 CY per 1,000 sq.ft. This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. TECHNICAL DATA SIZE GRADATION: Nominally 3/8’’ (depending on blender locality) LEED® INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) Varies regionally, contact Hydrotech Manufacture Location 40+ locations, contact Hydrotech for more information Extraction/Harvesting Location 40+ locations, contact Hydrotech for more information VOC Content (g/L) 0 PER DESIGN COORDINATION MEETING DELETE LITETOP TO MEET THE CITY OF FORT COLLINS REQUIREMENTS. American Hydrotech, Inc. 541 N Fairbanks, Chicago, IL 60611 • (312)337-4998 • (312)661-0731 fax • 11/20 www.hydrotechusa.com Systemfilter® PRODUCT DATA SHEET GENERAL DESCRIPTION Systemfilter is a non-woven, needle punched, geotextile filter sheet made of non- deteriorating, polypropylene fibers. It is made to be highly resistant to all natural acids and alkalis and is chemically neutral. BASIC USE Systemfilter is specifically designed to be used as a filter fabric over the Gardendrain® elements in Hydrotech’s Garden Roof® Assemblies. SIZES Systemfilter is available in rolls of 12.5 ft X 120 ft (3.8 m X 36.6 m) with 1,368.5 ft2 of effective coverage. TECHNICAL DATA PROPERTY TEST METHOD RESULTS WEIGHT ASTM D5261 3.5 oz/yd2 (119 g/m2) FLOW RATE ASTM D4491 150 gal/min/ft2 (6,095 l/min/m2) PERMITTIVITY ASTM D4491 2.0 sec-1 TENSILE STRENGTH ASTM D4632 90 lb (401 N) ELONGATION ASTM D4632 50% MULLEN BURST ASTM D3786 185 lb/in2 (1,275 kPa) PUNCTURE STRENGTH ASTM D4833 60 lb (267 N) TRAPEZOIDAL TEAR ASTM D4533 40 lb (178 N) APPARENT OPENING ASTM D4751 50 (0.3 mm) LEED® INFORMATION Credit 4 Credit 5 Recycled Content (% by weight) 5 (pi) Manufacture Location Athens, GA Extraction/Harvesting Location Garyville, LA VOC Content (g/L) 0 INSTALLATION • Systemfilter shall be installed as indicated in Hydrotech’s Garden Roof Installation Guidelines. This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user’s consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user. 6" Aggregate per city standards 6" Aggregate per city standards Monolithic Membrane 6125® Safety Data Sheet Date of issue: February 18, 2020 Date of issue: February 18, 2020 EN (English) 1/7 SECTION 1: Identification of the substance/mixture and of the company/undertaking 1.1. Product identifier Product form : Mixture Trade name : Monolithic Membrane 6125® (MM6125®) 1.2. Relevant identified uses of the substance or mixture and uses advised against 1.2.1. Relevant identified uses Industrial/Professional use spec : Industrial For professional use only Use of the substance/mixture : Hot-applied, rubberized asphalt membrane for waterproofing, roofs, terraces, foundation walls, parking decks and bridges. 1.2.2. Uses advised against No additional information available 1.3. Details of the supplier of the safety data sheet Manufacturer/Supplier Hydrotech Membrane Corporation 10951 Parkway H1J 1S1 Anjou (Québec) - Canada T 1-514-353-6000 info@hydrotechmembrane.ca - www.hydrotechmembrane.ca 1.4. Emergency telephone number Emergency number : Professional Emergency Resource Services (PERS) Domestic/Canada: 1-800-633-8253 International : 1-801-629-0667 POISON CONTROL CENTER (QC 24 hours): 1-800-463-5060 SECTION 2: Hazards identification 2.1. Classification of the substance or mixture Not classified Adverse physicochemical, human health and environmental effects No additional information available 2.2. Label elements No labeling applicable 2.3. Other hazards Other hazards which do not result in classification : The product is solid at room temperature and becomes liquid when treated for the application. If heated at high temperatures, it can release vapors and/or hydrogen sulfide. SECTION 3: Composition/information on ingredients 3.1. Substance Not applicable 3.2. Mixture Name Product identifier % Asphalt (CAS No) 8052-42-4 (EC no) 232-490-9 40 - 70 Lubricating oils, petrolium, hydrotreated spent (CAS No) 64742-58-1 (EC no) 265-161-3 7 - 15 Styrene-butadiene copolymer (CAS No) 9003-55-8 (EC no) 618-370-2 7 - 13 Carbon black (CAS No) 1333-86-4 (EC no) 215-609-9 1 - 7 Distillates, petroleum, solvent-refined heavy paraffinic (CAS No) 64741-88-4 (EC no) 265-090-8 < 2 Monolithic Membrane 6125® Safety Data Sheet Date of issue: February 18, 2020 EN (English) 2/7 SECTION 4: First aid measures 4.1. Description of first aid measures First-aid measures after inhalation : Move the affected person away from the contaminated area and into the fresh air. Seek medical attention if ill effect or irritation develops. First-aid measures after skin contact : In case of contact with hot or molten product, cool rapidly with water and seek immediate medical attention. Do not attempt to remove molten product from skin because skin will tear easily. Cuts or abrasions should be treated promptly with thorough cleansing of the affected area. First-aid measures after eye contact : In case of contact with hot material: Rinse immediately with plenty of water. Seek medical attention immediately. First-aid measures after ingestion : Seek medical attention immediately. Do NOT induce vomiting. Never give anything by mouth to an unconscious person. Call a POISON CENTRE or doctor/physician. 4.2. Most important symptoms and effects, both acute and delayed Symptoms/injuries after inhalation : At elevated temperatures, product mist or vapours may irritate the mucous membranes of the nose, the throat, bronchi, and lungs. Dizziness, headaches, nausea, unconsciousness. May release poisonous hydrogen sulphide gas. Symptoms/injuries after skin contact : At elevated temperatures, the hot liquid may cause severe skin burns. Prolonged or repeated contact with the skin may cause dermatitis. Symptoms/injuries after eye contact : At elevated temperatures, hot material can cause burns. Vapour irritates eyes. Symptoms/injuries after ingestion : At elevated temperatures, severe irritation or burns to the mouth, throat, oesophagus, and stomach. 4.3. Indication of any immediate medical attention and special treatment needed Treat symptomatically. SECTION 5: Firefighting measures 5.1. Extinguishing media Suitable extinguishing media : Foam. Dry powder. Carbon dioxide. Water spray. Sand. Unsuitable extinguishing media : Do not use a heavy water stream. 5.2. Special hazards arising from the substance or mixture Hazardous decomposition products in case of fire : Carbon oxides. Nitrogen oxides. Sulphur oxides. Toxic fumes may be released. 5.3. Advice for firefighters Firefighting instructions : Use water spray or fog for cooling exposed containers. Exercise caution when fighting any chemical fire. Prevent fire-fighting water from entering environment. May release poisonous hydrogen sulphide gas. Protective equipment for firefighters : Do not enter fire area without proper protective equipment, including respiratory protection. SECTION 6: Accidental release measures 6.1. Personal precautions, protective equipment and emergency procedures 6.1.1. For non-emergency personnel Emergency procedures : Evacuate unnecessary personnel. 6.1.2. For emergency responders Protective equipment : Equip clean-up crew with proper protection. Emergency procedures : Ventilate area. 6.2. Environmental precautions Prevent entry to sewers and public waters. Notify authorities if liquid enters sewers or public waters. 6.3. Methods and material for containment and cleaning up Methods for cleaning up : Soak up spills with inert solids, such as clay or diatomaceous earth as soon as possible. Collect spillage. Store away from other materials. Dispose of this material and its container to hazardous or special waste collection point. 6.4. Reference to other sections Refer to sections 8 and 13. Monolithic Membrane 6125® Safety Data Sheet Date of issue: February 18, 2020 EN (English) 3/7 SECTION 7: Handling and storage 7.1. Precautions for safe handling Precautions for safe handling : Wash hands and other exposed areas with mild soap and water before eating, drinking or smoking and when leaving work. Provide good ventilation in process area to prevent formation of vapour. The inherent toxic and olfactory (sense of smell) fatiguing properties of hydrogen sulphide require that air monitoring alarms be used if concentrations are expected to reach harmful levels such as in enclosed spaces, heated transport vessels and spill or leak situations. If the air concentration exceeds 50 ppm, the area should be evacuated unless respiratory protection is in use. Obtain special instructions before use. Do not handle until all safety precautions have been read and understood. 7.2. Conditions for safe storage, including any incompatibilities Storage conditions : Keep only in the original container in a cool, well ventilated place away from : Incompatible materials. Keep container closed when not in use. Incompatible materials : Strong bases. Pure oxygen. Chlorine. Strong acids. Strong oxidizers. 7.3. Specific end use(s) Refer to section 1. SECTION 8: Exposure controls/personal protection 8.1. Control parameters Asphalt (8052-42-4) USA - ACGIH ACGIH TWA (mg/m³) 0.5 mg/m³ (fume, inhalable fraction) USA - ACGIH Biological Exposure Indices (BEI) (Medium: urine - Time: end of shift at end of workweek - Parameter: 1-Hydroxypyrene with hydrolysis (non- quantitative) USA - NIOSH NIOSH REL (ceiling) (mg/m³) 5 mg/m³ (fume) Carbon black (1333-86-4) USA - ACGIH Local name Carbon black USA - ACGIH ACGIH TWA (mg/m³) 3 mg/m³ USA - ACGIH Remark (ACGIH) Bronchitis USA - IDLH US IDLH (mg/m³) 1750 mg/m³ USA - NIOSH NIOSH REL (TWA) (mg/m³) 3.5 mg/m³ 0.1 mg/m³ (Carbon black in presence of Polycyclic aromatic hydrocarbons) USA - OSHA Local name Carbon black USA - OSHA OSHA PEL (TWA) (mg/m³) 3.5 mg/m³ 8.2. Exposure controls Appropriate engineering controls : Ensure adequate ventilation, especially in confined areas. When the product is used outdoors, stay well away from building air intakes or close and seal the intake to prevent product from entering building. Personal protective equipment : Avoid all unnecessary exposure. For certain operations, additional Personal Protection Equipment (PPE) may be required. Personal protective equipment should be selected based upon the conditions under which this product is handled or used. Protective goggles. Protective clothing. Gloves and respiratory protection. Hand protection : Impervious gloves e.g. PVC, nitrile rubber, butyl rubber. Chemical resistant PVC gloves (to European standard EN 374 or equivalent). Eye protection : In case of splash hazard: chemical goggles or safety glasses. Wear approved safety goggles. Chemical goggles should be consistent with EN166 or equivalent. Respiratory protection : Where exposure through inhalation may occur from use, respiratory protection equipment is recommended. In fine dispersion/spraying/misting: In case of insufficient ventilation, wear suitable respiratory equipment. Thermal hazard protection : Eliminate all sources of ignition, avoid sparks, flames and do not smoke in risk area. When handing molten material, thermally-protective long sleeved clothing, boots and gloves should be worn. Face shield and eye protection. Other information : Do not eat, drink or smoke during use. Monolithic Membrane 6125® Safety Data Sheet Date of issue: February 18, 2020 EN (English) 4/7 SECTION 9: Physical and chemical properties 9.1. Information on basic physical and chemical properties Physical state : Liquid at 205 °C (application temperature) Semi-solid at 25 °C Colour : black. Odour : characteristic. Odour threshold : No data available pH : No data available Relative evaporation rate (butyl acetate=1) : No data available Melting point : No data available Freezing point : No data available Boiling point : No data available Flash point : 240 °C Auto-ignition temperature : 400 °C Decomposition temperature : No data available Flammability (solid, gas) : Non flammable Vapour pressure : No data available Relative vapour density at 20 °C : No data available Relative density : No data available Density : 1.15 kg/l Solubility : Water: 50 ppm Log Pow : No data available Viscosity, kinematic : No data available Viscosity, dynamic : No data available Explosive properties : No data available Oxidizing properties : No data available Explosive limits : No data available 9.2. Other information VOC content : 0% g/l SECTION 10: Stability and reactivity 10.1. Reactivity The product is stable at normal handling and storage conditions. 10.2. Chemical stability Stable. 10.3. Possibility of hazardous reactions None known under normal conditions of use. 10.4. Conditions to avoid Excessive heat. 10.5. Incompatible materials Strong bases. Strong acids. Pure oxygen. Chlorine. Strong oxidizers. 10.6. Hazardous decomposition products Carbon oxides, nitrogen oxides and sulphur oxides. Toxic fumes may be released. SECTION 11: Toxicological information 11.1. Information on toxicological effects Acute toxicity : Not classified Asphalt (8052-42-4) LD50 oral rat > 5000 mg/kg LD50 dermal rabbit > 2000 mg/kg Distillates, petroleum, solvent-refined heavy paraffinic (64741-88-4) LD50 oral rat > 5000 mg/kg LD50 dermal rabbit > 2000 mg/kg LC50 inhalation rat (mg/l) 2.18 mg/l/4h Monolithic Membrane 6125® Safety Data Sheet Date of issue: February 18, 2020 EN (English) 5/7 Carbon black (1333-86-4) LD50 oral rat > 15400 mg/kg Skin corrosion/irritation : Not classified Serious eye damage/irritation : Not classified Respiratory or skin sensitisation : Not classified Germ cell mutagenicity : Not classified Carcinogenicity : Not classified Reproductive toxicity : Not classified Specific target organ toxicity (single exposure) : Not classified Specific target organ toxicity (repeated exposure) : Causes damage to organs through prolonged or repeated exposure Aspiration hazard : May be fatal if swallowed and enters airways. Potential Adverse human health effects and symptoms : At appilcation temperature, inhalation may affect the nervous system causing headache, possibly dizziness, nausea, weakness, loss of coordination and unconsciousness. Suspected of causing cancer. The hot liquid may cause skin burns and vapors may irriate to eyes. SECTION 12: Ecological information 12.1. Toxicity Ecology - general : May be toxic to aquatic life. Distillates, petroleum, hydrotreated heavy naphthenic (64742-52-5) LC50 fish 1 > 5000 mg/l (Exposure time: 96 h - Species: Oncorhynchus mykiss) EC50 Daphnia 1 > 1000 mg/l (Exposure time: 48 h - Species: Daphnia magna) Silicon dioxide (7631-86-9) LC50 fish 1 5000 mg/l (Exposure time: 96 h - Species: Brachydanio rerio [static]) EC50 Daphnia 1 7600 mg/l (Exposure time: 48 h - Species: Ceriodaphnia dubia) ErC50 (algae) 440 mg/l Pseudokirchneriella subcapitata Carbon Black (1333-86-4) ErC50 (algae) > 10000 mg/l 72 hours OECD 201 12.2. Persistence and degradability Persistence and degradability Not established. 12.3. Bioaccumulative potential Bioaccumulative potential Not established. Asphalt (8052-42-4) BCF fish 1 (no bioaccumulation expected) Log Pow > 6 Silicon dioxide (7631-86-9) BCF fish 1 (no bioaccumulation expected) 12.4. Mobility in soil No additional information available 12.5. Results of PBT and vPvB assessment No additional information available 12.6. Other adverse effects Additional information : Avoid release to the environment SECTION 13: Disposal considerations 13.1. Waste treatment methods Waste disposal recommendations : Dispose in a safe manner in accordance with local/national regulations. Dispose of contents/container to comply with applicable local, national and international regulation. Ecology - waste materials : Avoid release to the environment. SECTION 14: Transport information In accordance with ADR / RID / IMDG / IATA / ADN 14.1. UN number UN-No. (ADR) : Not regulated Monolithic Membrane 6125® Safety Data Sheet Date of issue: February 18, 2020 EN (English) 6/7 UN-No. (IMDG) : Not regulated UN-No. (IATA) : Not regulated UN-No. (ADN) : Not regulated UN-No. (RID) : Not regulated 14.2. UN proper shipping name Proper Shipping Name (ADR) : Not regulated Proper Shipping Name (IMDG) : Not regulated Proper Shipping Name (IATA) : Not regulated Proper Shipping Name (ADN) : Not regulated Proper Shipping Name (RID) : Not regulated 14.3. Transport hazard class(es) Transport hazard class(es) (ADR) : Not regulated Transport hazard class(es) (IMDG) : Not regulated Transport hazard class(es) (IATA) : Not regulated Transport hazard class(es) (ADN) : Not regulated Transport hazard class(es) (RID) : Not regulated 14.4. Packing group Packing group (ADR) : Not regulated Packing group (IMDG) : Not regulated Packing group (IATA) : Not regulated Packing group (ADN) : Not regulated Packing group (RID) : Not regulated 14.5. Environmental hazards Dangerous for the environment : No Marine pollutant : No Other information : No supplementary information available 14.6. Special precautions for user Not regulated Not regulated Not regulated Not regulated Not regulated 14.7. Transport in bulk according to Annex II of MARPOL 73/78 and the IBC Code Not applicable Monolithic Membrane 6125® Safety Data Sheet Date of issue: February 18, 2020 EN (English) 7/7 SECTION 15: Regulatory information 15.1. Safety, health and environmental regulations/legislation specific for the substance or mixture VOC content : 0% g/l 15.1.2. National regulations No additional information available 15.2. Chemical safety assessment No chemical safety assessment has been carried out SECTION 16: Other information Aquatic Acute 1 Hazardous to the aquatic environment — Acute Hazard, Category 1 Aquatic Chronic 1 Hazardous to the aquatic environment — Chronic Hazard, Category 1 Carc. 2 Carcinogenicity, Category 2 Flam. Liq. 2 Flammable liquids Category 2 Skin Irrit. 2 Skin corrosion/irritation Category 2 STOT RE 2 Specific target organ toxicity (repeated exposure) Category 2 H225 Highly flammable liquid and vapour H315 Causes skin irritation H350 May cause cancer H351 Suspected of causing cancer H373 May cause damage to organs through prolonged or repeated exposure H400 Very toxic to aquatic life H410 Very toxic to aquatic life with long lasting effects This information is based on our current knowledge and is intended to describe the product for the purposes of health, safety and environmental requiremen ts only. It should not therefore be construed as guaranteeing any specific property of the product DERBIBASE ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 *+6&ODVVLÞFDWLRQH372 +D]DUG3LFWRJUDSKV 6LJQDO:RUG'$1*(5 +D]DUG6WDWHPHQWVH372 - Causes damage to organs (central nervous system, eye, skin, lung, liver) through prolonged or repeated exposure (dermal, inhalation) 3UHFDXWLRQDU\6WDWHPHQWV P260 - Do not breathe fume, gas, vapors P264 - Wash hands, forearms and face thoroughly after handling P270 - Do not eat, drink or smoke when using this product P280 - Wear protective gloves and clothing P314 - Get medical advice/attention if you feel unwell P501 - Dispose of contents/container to a licensed hazardous-waste disposal contractor or collection site except for empty clean containers which can be disposed of as non-hazardous waste SECTION 1 IDENTIFICATION Derbibase3URGXFW1DPH 3URGXFW,GHQWLÞHU 5HFRPPHQGHG8VH 5HVWULFWLRQV Supplier $GGUHVV 3KRQH1XPEHU (PHUJHQF\1XPEHU SECTION 2 +$=$5'6 &KHPLFDO&RPSRVLWLRQ SECTION 3 COMPOSITION &$6180%(5 8052-42-4 9003-07-0 14807-96-6 1317-65-3 65997-17-3 14808-60-7 14807-96-6 3(5&(17%<:(,*+7 50 - 70 12 - 22 0 - 10 5 - 23 5 - 25 3 - 25 3 - 15 &20321(17 Petroleum Asphalt Polypropylene Talc Stabilizer Calcium Carbonate Fiberglass Mat Silica, crystalline Dry Talc Dusting Note: The above components and their percentages are provided for health and safety purposes, ONLY. This document should not be construed as DJXDUDQWHHGDQDO\VLVRIDQ\VSHFLÞFORWRUDVVSHFLÞFDWLRQVIRUWKHSURGXFW HYDROFLEX 10 or 30 Hydroflex protection sheet Mixture of asphalt, Polypropylene, Talc Stabilizer, Calcium Carbonate, Polyester Mat, Silica Crystalline parting agents $330RGLÞHG%LWXPHQ5RRÞQJ%DVH3O\6KHHW None American Hydrotech, Inc. 541 N. Fairbanks Chicago, IL 60611 (800) 877-6125 633-8253PERS #11540 GC to coordinate. Safety Data not reviewed by Architect DERBIBASE ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 4 ),567$,'0($685(6 (\HV,IIRUHLJQPDWWHUHQWHUVH\HVLPPHGLDWHO\ßXVKZLWKODUJHDPRXQWVRISRWDEOHZDWHUIRU at least 15 minutes or until irritation subsides. Get medical attention if irritation persists. 6NLQ5HPRYHFRQWDPLQDWHGFORWKLQJDQGZDVKZLWKVRDSDQGZDWHU ,QKDODWLRQ 5HPRYHDIIHFWHGSHUVRQIURPVRXUFHRIH[SRVXUH,IQRWEUHDWKLQJLQVWLWXWH FDUGLRSXOPRQDU\UHVXVFLWDWLRQ&35,IEUHDWKLQJLVGLIÞFXOWJLYHR[\JHQ Get medical attention. )LUVW$LG,QJHVWLRQ Consult a physician if unusual reaction is noted. Product is not intended nor is it likely to be ingested or eaten. 6\PSWRPV$FXWH 'HOD\HG 5HIHUWR6HFWLRQ7R[LFRORJLFDO,QIRUPDWLRQ ,PPHGLDWH0HGLFDO$WWHQWLRQ All treatments should be based on observed signs and symptoms of distress in the patient. Consideration should be given to the possibility that overexposure to materials SECTION 5 ),5(),*+7,1*0($685(6 )ODVK3RLQW> 520-650ºF (ASTM D92) /(/ 1% 8(/ 6% +D]DUGRXV3URGXFWVCarbon dioxide, carbon monoxide and partially burned carbon RI&RPEXVWLRQV ([WLQJXLVKLQJ0HGLD Foam CO2 or dry chemical extinguishers. )LUHÞJKWLQJLQVWUXFWLRQ %XUQLQJRIWKLVSURGXFWZLOOSURGXFHWKLFNEODFNVPRNH ([SORVLRQ+D]DUG None 3URWHFWLRQ*HDU )LUHÞJKWHUVVKRXOGZHDUIXOOIDFHVHOIFRQWDLQHGEUHDWKLQJDSSDUDWXVDQGLPSHUYLRXV protective clothing to avoid smoke inhalation and lack of oxygen. SECTION 6 $&&,'(17$/5(/($6(0($685(6 3HUVRQDO3UHFDXWLRQV No special precautions should be necessary if material is used under ordinary conditions and as recommended. 3HUVRQDO3UHFDXWLRQV No emergency procedures should be necessary if material is used under ordinary conditions as recommended. (QYLURQPHQWDO3UHFDXWLRQV Avoid run off to waterways and sewers. 0HWKRGDQG0DWHULDOVIRU Pick up large pieces. Vacuum dust. If sweeping is necessary, use a dust suppressant &RQWDLQPHQW &OHDQ8S such as water. These procedures will help to minimize potential exposures. Scoop up material and put into a suitable container for disposal as a nonhazardous waste. SECTION 7 +$1'/,1*$1'6725$*( +DQGOLQJ 8VHWKLVSURGXFWZLWKDGHTXDWHYHQWLODWLRQ$YRLGEUHDWKLQJGXVWVRUIXPHVJHQHUDWHG from cutting or heating this material. Always wash work clothes separately from RWKHUFORWKLQJ:DVKWKRURXJKO\DIWHUKDQGOLQJ8VHSHUVRQDOSURWHFWLYHHTXLSPHQWDV described in Section 8. 6WRUDJH .HHSFRQWDLQHUVFRROGU\DQGDZD\IURPVRXUFHVRILJQLWLRQ'21276725( 1($5+($763$5.6)/$0(27+(56285&(62),*1,7,212567521* 2;,',=(56 HYDROFLEX 10 or 30 DERBIBASE ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 8 (;32685(&21752/6$1'3(5621$/3527(&7,21 (\H Safety glasses with side shields should be worn at a minimum. 6NLQ Normal work clothing (long sleeved shirts, long pants and smooth bottom work shoes) is recommended. 5HVSLUDWRU\ 8VH1,26+RU06+$DSSURYHGUHVSLUDWRU\SURWHFWLYHHTXLSPHQWZKHQDLUERUQH exposure limits are exceeded. 9HQWLODWLRQ Ventilation may be used to reduce airborne concentrations. If ventilation can not reduce airborne concentrations below acceptable limits, appropriate respiratory protection should be used. :RUN+\JLHQLF3UDFWLFHVWash hands after application SECTION 9 3+<6,&$/$1'&+(0,&$/3523(57,(6 3K\VLFDO6WDWHSolid $SSHDUDQFH3RO\HVWHUUHLQIRUFHG$33SRO\PHUPRGLÞHGDVSKDOWLFPDWHULDO 2GRUSlight asphalt odor 2GRU7KUHVKROGNo data available S+ No data available 5HODWLYH(YDSRUDWLRQ5DWHNo data available %RLOLQJ3RLQW > 900 °F; > 482°C )UHH]LQJ3RLQW No data available )ODVK3RLQW 520-650 °F; 271 - 343°C $XWRLJQLWLRQ7HPSHUDWXUHNo data available 'HFRPSRVLWLRQ7HPSHUDWXUHNo data available 6SHFLÞF*UDYLW\+20 =1) 0.9 - 1.1 9DSRUSUHVVXUH < 0.1 9DSRU'HQVLW\$,5 > 20 6ROXELOLW\LQ:DWHU NIL 2FFXSDWLRQDO([SRVXUH/LPLWV &20321(17 Petroleum Asphalt Polypropylene Talc Calcium Carbonate Fiberglass Mat Silica, crystalline &$6180%(5 8052-42-4 9003-07-0 14807-96-6 1317-65-3 65997-17-3 14808-60-7 26+$3(/ Not Established 5 mg/m 3 (respirable) 20 mppcf* 5 mg/m 3 (respirable) 15 mg/m 3 (total) 15 mg/m 3 10 mg/m 3 (respirable) 30 mg/m 3 (total) $&*,+7/9 0.5 mg/m 3 TWA (respirable) 10 mg/m 3 2 mg/m 3 TWA (respirable) 10 mg/m 3 TWA Not Established Not Established 1,26+5(/ 0.5 mg/m 3 Ceiling (15 min) 10 mg/m 3 TWA 2 mg/m 3 TWA 5 mg/m 3 TWA 3 mg/m3 TWA 5 mg/m3 (total) 3 mg/m3 TWA 5 mg/m3 (total) *Million particles per cubic foot HYDROFLEX 10 or 30 DERBIBASE ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 11 72;,&2/2*,&$/,1)250$7,21 0XWDJHQLFLW\May cause genetic defects (dermal, inhalation) &DUFLQRJHQLFLW\May cause cancer (dermal, inhalation) 6SHFLÞF7DUJHW2UJDQ7R[LFLW\ Causes damage to organs (central nervous system, eye, skin lung and liver) through prolonged or repeated exposure. &KURQLF(IIHFWV Prolonged and repeated skin contact may cause dermatitis, photo-sensitization and melanosis. 3RWHQWLDO$GYHUVH+XPDQ %DVHGRQDYDLODEOHGDWDWKHFODVVLÞFDWLRQFULWHULDDUHQRWPHW +HDOWK(IIHFWV SECTION 12 (&2/2*,&$/,1)250$7,21 7R[LFLW\ Employ best management practices to prevent this material from entering storm sewer systems, waterways or otherwise impacting plant and animal species. (QYLURQPHQWDO7UDQVSRUWNo Data (QYLURQPHQW'HJUDGDWLRQNo Data 6RLO$EVRUSWLRQ0RELOLW\No Data 3URGXFW:DVWH The transportation, storage, treatment and dispose of this waste must be conducted in accordance with all applicable federal, state and local regulations. 3DFNDJLQJ:DVWH The transportation, storage, treatment and dispose of this waste must be conducted in accordance with all applicable federal, state and local regulations. SECTION 13 ',6326$/&216,'(5$7,216 SECTION 14 75$163257,1)250$7,21 7UDQVSRUWDWLRQ5HJXODWLRQVThis product is not regulated as a hazardous material in transportation. 1DWLRQDO0RWRU)UHLJKWClass 55 &ODVVLÞFDWLRQ10)& SECTION 10 67$%,/,7<$1'5($&7,9,7< 6WDELOLW\ Stable at room temperature in closed containers under advised storage and handling conditions. 5HDFWLYLW\8SRQFRPEXVWLRQ&2DQG&22 are formed &RQGLWLRQVWR$YRLG6WURQJR[LGL]HUVQRVSDUNRURSHQßDPHGLUHFWVXQOLJKWDQGKLJKWHPSHUDWXUHV +D]DUGRXV'HFRPSRVLWLRQ&DUERQPRQR[LGHFDUERQGLR[LGHK\GURJHQVXOÞGHDQGVXOIXUGLR[LGH +D]DUGRXV3RO\PHUL]DWLRQ Will not occur HYDROFLEX 10 or 30 DERBIBASE ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 16 27+(5,1)250$7,21 7KLVPDWHULDOKDVEHHQGHÞQHGDVDKD]DUGRXVFKHPLFDOXQGHUWKHFULWHULDRIWKH26+$+D]DUG&RPPXQLFDWLRQ6WDQGDUG &)5 ),5( 1 1 &20321(17 1)3$5DWLQJ +0,65DWLQJ +($/7+ 1 1 7KHLQIRUPDWLRQDQGUHFRPPHQGDWLRQVFRQWDLQHGKHUHLQDUHWRWKHEHVWRI'(5%,*80$PHULFDVpNQRZOHGJHDQGEHOLHI DFFXUDWHDQGUHOLDEOHDVRIWKHGDWHLVVXHG'(5%,*80$PHULFDVGRHVQRWZDUUDQWRUJXDUDQWHHWKHLUDFFXUDF\RU UHOLDELOLW\DQG'(5%,*80$PHULFDVVKDOOQRWEHOLDEOHIRUDQ\ORVVRUGDPDJHDULVLQJRXWRIWKHXVHWKHUHRI 7KHLQIRUPDWLRQDQGUHFRPPHQGDWLRQVDUHRIIHUHGIRUWKHXVHUVFRQVLGHUDWLRQDQGH[DPLQDWLRQDQGLWLVWKHXVHUpV responsibility to satisfy itself that they are suitable and complete for its particular use. It is also the users responsibility to make certain that it is relying upon the most recent, updated, information and recommendations available from '(5%,*80$PHULFDV 7KH(QYLURQPHQWDO,QIRUPDWLRQLQFOXGHGDVZHOODVWKH+D]DUGRXV0DWHULDO,GHQWLÞFDWLRQ6\VWHP+0,6DQG1DWLRQDO)LUH 3URWHFWLRQ$VVRFLDWLRQ1)3$UDWLQJVKDYHEHHQLQFOXGHGE\'(5%,*80$PHULFDVLQRUGHUWRSURYLGHDGGLWLRQDOKHDOWK DQGKD]DUGFODVVLÞFDWLRQLQIRUPDWLRQ7KHUDWLQJVUHFRPPHQGHGDUHEDVHGXSRQWKHFULWHULDVXSSOLHGE\WKHGHYHORSHUVRI WKHVHUDWLQJV\VWHPVWRJHWKHUZLWK'(5%,*80$PHULFDVpLQWHUSUHWDWLRQRIWKHDYDLODEOHGDWD 5($&7,9,7< 0 0 Reason for revision: Solvent Change & updated hazard information SECTION 15 5(*8/$725<,1)250$7,21 76&$,QYHQWRU\Components are listed '6/,QYHQWRU\Components are listed :+0,6&ODVVLÞFDWLRQClass D, Division 2 Sara 313 None present 6DUD&DWHJRULHVAcute Health Hazard; Chronic Health Hazard &(5&/$ None present &$3URSRVLWLRQ This product may contain chemicals known to the state of California to cause cancer, birth defects, and/or other reproductive harm. 5LJKWWR.QRZ6WDWHV 01 No No Yes Yes Yes Yes 1- Yes Yes Yes No Yes Yes 3$ Yes Yes Yes Yes Yes Yes 5, Yes No No Yes Yes Yes &$6180%(5 8052-42-4 9003-07-0 14807-96-6 1317-65-3 65997-17-3 14808-60-7 &$ No No Yes No Yes Yes 0$ Yes No Yes Yes No Yes &20321(17 Petroleum Asphalt Polypropylene Talc Calcium Carbonate Fiberglass Mat Silica, crystalline HYDROFLEX 10 or 30 SAFETY DATA SHEET AMERICAN HYDROTECH, INC. 303 East Ohio Street, Suite 2700 Chicago, IL 60611 (312) 337-4998 www.hydrotechusa.com FLEX-FLASH F GC to coordinate. Safety Data not reviewed by Architect FLEX-FLASH UN UNCURED NEOPRENE SHEET RUBBER AMERICAN HYDROTECH, INC. 303 EAST OHIO STREET, SUITE 2700 CHICAGO, IL 60611 AMERICAN HYDROTECH, INC. (312) 337-4998 EMERGENCY #: PERS #11540: 800-633-8253 (24 hours) GC to coordinate. Safety Data not reviewed by Architect Enterprises, Inc. Page 1/3 Section 1 - Identification Trade Name and Synonyms: HYDRODRAIN Components: Non-woven polypropylene fabric Woven monofilament fabric Typar fabric Extruded polypropylene core sheet Extruded HDPE Net core Common use: Construction Manufacturer: AMERICAN HYDROTECH, INC. 303 East Ohio Street, Suite 2700, Chicago, IL 60611 Phone: 312-337-4998 Fax: 312-661-0731 Safety Data Sheet Overview: Based upon pertinent data available, HYDRODRAIN products, systems, and components are considered “articles” and are not hazardous under OSHA Hazard Communication Standard (29 CFR 1910.1200). GHS Label Elements: Not Required Section 2 - Hazard IdentificationHYDRO HYDRODRAIN products to not meet the definition given in 29 CFR part 1910.1200 for hazardous material. Composition is not required. Section 3 - Composition 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. Section 4 - First Aid Flash Point: Greater than 400 degrees (COC, ASTM D-92) Extinguishing method: Dry chemical, foam, carbon dioxide Special Fire Fighting Procedures: For large fires in confined area, use N10SH/MSHA approved self-contained breathing apparatus. Use water fog or spray to exposed equipment and containers. Section 5 - Fire Hazard No Environmental threat is expected from release. Section 6 - Accidental Release HYDRODRAIN AMERICAN HYDROTECH, INC Enterprises, Inc. Page 2/3 Safety Data Sheet Handling: No special handling unless large rolls are used. Use lifting devices as necessary. If product is molten, avoid contact with skin or eyes. Storage: Recommend storing away from oxidizing materials, in a dry area of ambient temperature if possible. Section 7 - Handling and Storage Physical State: Solid Boiling Point: N/A Specific Gravity (H O): Less than 12 Solubility in water: Negligible Vapor Pressure (mm Hg): N/A Evaporation Rate (Butyl Acetate=1): N/A Vapor Density (Air=1): N/A Melting Point: ~ 320°F Odor: Negligible Appearance: Plastic sheet, often bonded to fabric, generally in roll form Plastic net, often bonded to fabric, generally in roll form Section 9 - Physical and Chemical Characteristics Inhalation: Not likely under normal use Injection: Not likely under normal use Ingestion: Not likely under normal use Skin Contact: Prolonged contact may cause mild 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. Section 11 - Toxicological Information (routes of exposure) Stability: Stable Incompatibility: None known Hazardous Decomposition Products: Will not occur Hazardous Polymerization: Will not occur Section 10 - Stability and Reactivity Ventilation Requirements: Use adequate ventilation to control exposure below recommended levels. Skin Protection: Not normally required. Eye Protection: As required by site-specific conditions. Not normally required. Clothing and Equipment: No requirement. Respiratory Protection: Not generally required unless needed to prevent respiratory irritation. Section 8 - Exposure Controls / Personal Protection AMERICAN HYDROTECH, INC HYDRODRAIN Page 3/3 303 East Ohio Street, Suite 2700, Chicago, IL 60611 (312) 337-4998 (800) 877-6125 Fax: (312) 661-0731 www.hydrotechusa.com Safety Data Sheet Environmental Data: Not expected to be hazardous to the environment in present form. Section 12 - Ecological Information DOT Classification: Not regulated Proper Shipping Name: Wrapped rolls of composite drainage material. Not regulated. Section 14 - Transport Information USA TSCA: 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. SARA TITLE III: CERCLA/SARA (302) Extremely Hazardous Substances: None listed SARA (311,312) Hazard Class: None listed SARA (313) Chemicals: None listed 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 Section 15 - Regulatory Information Disposal: Ensure conformity with all applicable disposal regulations. Product does not meet the definition of hazardous waste. Section 13 - Disposal Information Date Prepared or Revised: May 1st, 2015 The information contained herein is believed by American Hydrotech, Inc. to be accurate and is offered solely for the customer’s consideration, investigation and verification. Determination of suitability for use is the responsibility of the user. Hydrotech’s Limitiations, Limited Warranty, & Disclaimer along with Standard Terms & Conditions apply. See www.hydrotechusa.com for more info. Limitations: Hydrodrain is resistant to chemicals in normal soil environments. However, some reagents may affect the performance of Hydrodrain. A Hydrotech representative should be contacted for further information to determine the suitability of use of Hydrodrain in unusual soil environments. Hydrodrain should be limited to its exposure to ultra-violet sunlight. Hydrodrain should be backfilled or covered within 7 days of installation. Disclaimer: All information, drawings and specifications are based on the latest published information at the time of printing. Hydrotech reserves the right to make changes due to manufacturing improvements and engineering at any time. All physical properties are minimum average roll values (MARV). Standard variations of 10% in mechanical properties and 15% in hydraulic properties are normal. Section 16 - Other information HYDRODRAIN American Hydrotech, Inc. Hazard Communication Safety Data Sheet Section 1, Identification Item type: Woven Polypropylene Geotextile Distributor’s Nam e: Systemfilter Glo, Inc. 6020 Progressive Ave, STE 300 San Diego, CA 92154 Phone: Date Prepared/Revised: June 1st, 2015 Section 2, Hazard(s) identification Overview: No hazardous components in geotextile fabrics at or above threshold limit values. Polypropylene nonwoven fabrics are “articles” and are not hazardous under OSHA Hazard Communication Standard (29 CFR 1910.120). GHS Label Elements are not required. Section 3, Composition/information on ingredients Ingredient Chemical Name (CAS#) Common Name OSHWA PEL or TWA ACGIH TLV Weight % Polypropylene Resin (9003-07-0) Not Applicable Not Applicable 94 – 99% Carbon Black (1333-86-4) 3.5 mg/cm TWA 3.5 mg/cm TWA 0 – 5% Fatty Glycol and Additives (non-hazardous) Not Applicable Not Applicable < 1% American Hydrotech, Inc. 303 East Ohio Street, Suite 2700 Chicago, IL 60611 800-877-6125 Section 4, First-aid measures Eye Contact: Flush with Water Skin Contact: Treat as thermal burn if contact with molten. Wash with soap and water. In case of irritation, consult a physician. Inhalation: Not likely in current form. Ingestion: Not likely in current form. Section 5, Fire-fighting measures Flash Point: > 600 degrees (F) Extinguishing Media: Dry Chemical, CO2, Foam, Water, Halon Special Fire Fighting Procedure: Avoid Inhalation of Vapors Us e s e lf-contained breathing apparatus when fire fighting in confined areas Unusual Fire and Explosion Hazards: Treat as a solid that can burn. Generally burns slowly with low smoke density and flaming drips. Burns with high smoke density under certain conditions. Section 6, Accidental release measures No environmental threat is expected from release. Section 7, Handling and storage Handling: Practice reasonable care and caution in handling. Large rolls may require lifting devices. Waste Disposal: Place in appropriate disposal facility in compliance with local regulation Storage: In cool, dry locations away from oxidizing materials. Section 8, Exposure controls/personal protection Use NIOSH respirators when hot/molten product. Protective Gloves: Required when handling molten product Practice general hygiene by washing hands and clothes after handling. Section 9, Physical and chemical properties Boiling Point: Not Applicable Vapor Pressure: Not Applicable Specific Gravity: 0.9-0.905 Melting Point: 120-170 Degrees (C) Vapor Density: Not Applicable Evaporation Rate: Not Applicable Solubility in Water: Not Applicable Appearance and Odor: Essentially odorless; wound on cardboard core Section 10, Stability and reactivity Material is stable. Hazardous polymerization will not occur. Do not store near heat, flame, or strong oxidants. Section 11, Toxicological information Inhalation: Not likely under normal use. Injection: Not likely under normal use. Ingestion: Not likely in current form. Skin Contact: Prolonged contact may cause mild skin irritations to some individuals. Eye Effects: Not toxic, may irritate eyes. Target Organs: None Chronic: There are no known health effects from long term use or contact. Carcinogenicity: The International Agency for Research on Cancer evaluation is that, “Carbon black (airborne, unbound particles of respirable size) is possibly carcinogenic to humans (Group 2B)”. Section 12, Ecological Information Environmental Data: Not expected to be hazardous to the environment in present form. Section 13, Disposal Information Disposal: Spent material should be recycled or disposed according to current regulations. Does not contain RCRA regulated materials. Section 14, Transport Information DOT Classification: Not regulated Proper Shipping Name: Wrapped rolls of fabric made from synthetic fibers. NMFC 49265 Sub 9, Class 70. Section 15, Regulatory Information USA TSCA: 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. SARA TITLE III: CERCLA/SARA (302) Extremely Hazardous Substances: None listed SARA (311,312) Hazard Class: None listed SARA (313) Chemicals: None listed 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 Section 16, Other Information Last Revised: July 1st, 2015 HYDROFLEX RB ® ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 *+6&ODVVLÞFDWLRQH372 +D]DUG3LFWRJUDSKV 6LJQDO:RUG :$51,1* +D]DUG6WDWHPHQWVH372 - Causes damage to organs (central nervous system, eye, skin, lung, liver) through prolonged or repeated exposure (dermal, inhalation) 3UHFDXWLRQDU\6WDWHPHQWV P260 - Do not breathe fume, gas, vapors P264 - Wash hands, forearms and face thoroughly after handling P270 - Do not eat, drink or smoke when using this product P280 - Wear protective gloves and clothing P314 - Get medical advice/attention if you feel unwell P501 - Dispose of contents/container to a licensed hazardous-waste disposal contractor or collection site except for empty clean containers which can be disposed of as non-hazardous waste SECTION 1 IDENTIFICATION 3URGXFW1DPH+\GURßH[5%® 3URGXFW,GHQWLÞHU0L[WXUHRIDVSKDOWSRO\SURS\OHQHSRO\HVWHUÞOOHUDQG 5HFRPPHQGHG8VH$330RGLÞHG%LWXPHQ5RRÞQJ0DWHULDO 5HVWULFWLRQV None 0DQXIDFWXUHU'(5%,*80$PHULFDV,QF $GGUHVV 4821 Chelsea Avenue Kansas City, MO 64130 3KRQH1XPEHU(800) 727-9872 (PHUJHQF\1XPEHU633-8253PERS #11540 SECTION 2 +$=$5'6 &KHPLFDO&RPSRVLWLRQ SECTION 3 &20326,7,21 Note: The above components and their percentages are provided for health and safety purposes, ONLY. This document should not be construed as DJXDUDQWHHGDQDO\VLVRIDQ\VSHFLÞFORWRUDVVSHFLÞFDWLRQVIRUWKHSURGXFW &$6180%(5 8052-42-4 9003-07-0 64742-88-7 1317-65-3 20427-59-2 3(5&(17%<:(,*+7 50-65 14-18 3-8 18-25 >4 &20321(17 Petroleum Asphalt Polypropylene Non-Woven Polyester Filler Copper Hydroxide American Hydrotech, Inc. 303 East Ohio Street Chicago, IL 60611 (800) 877-6125 GC to coordinate. Safety Data not reviewed by Architect HYDROFLEX RB ® ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 4 ),567$,'0($685(6 (\HV ,PPHGLDWHO\ßXVKZLWKODUJHDPRXQWVRISRWDEOHZDWHU(\HOLGVVKRXOGEHKHOGDZD\ WKHH\HEDOOWRHQVXUHWKRURXJKULQVLQJ*HWPHGLFDODWWHQWLRQLILUULWDWLRQSHUVLVWV 6NLQ5HPRYHFRQWDPLQDWHGFORWKLQJDQGZDVKZLWKVRDSDQGZDWHU ,QKDODWLRQ 5HPRYHDIIHFWHGSHUVRQIURPVRXUFHRIH[SRVXUH,IQRWEUHDWKLQJLQVWLWXWH FDUGLRSXOPRQDU\UHVXVFLWDWLRQ&35,IEUHDWKLQJLVGLIÞFXOWJLYHR[\JHQ *HWPHGLFDODWWHQWLRQ )LUVW$LG,QJHVWLRQ &RQVXOWDSK\VLFLDQLIXQXVXDOUHDFWLRQLVQRWHG3URGXFWLVQRWLQWHQGHGQRULVLW OLNHO\WREHLQJHVWHGRUHDWHQ 6\PSWRPV$FXWH 'HOD\HG 5HIHUWR6HFWLRQ7R[LFRORJLFDO,QIRUPDWLRQ ,PPHGLDWH0HGLFDO$WWHQWLRQ All treatments should be based on observed signs and symptoms of distress in the SDWLHQW&RQVLGHUDWLRQVKRXOGEHJLYHQWRWKHSRVVLELOLW\WKDWRYHUH[SRVXUHWRPDWHULDOV SECTION 5 ),5(),*+7,1*0($685(6 )ODVK3RLQW!)$670'LELt8(/ +D]DUGRXV3URGXFWVCarbon dioxide, carbon monoxide and partially burned carbon RI&RPEXVWLRQV ([WLQJXLVKLQJ0HGLD Foam CO2RUGU\FKHPLFDOH[WLQJXLVKHUV )LUHÞJKWLQJLQVWUXFWLRQ %XUQLQJRIWKLVSURGXFWZLOOSURGXFHWKLFNEODFNVPRNH ([SORVLRQ+D]DUG None 3URWHFWLRQ*HDU 'RQRWHQWHUÞUHDUHDZLWKRXWSURSHUHTXLSPHQWLQFOXGLQJUHVSLUDWRU\SURWHFWLRQ SECTION 6 $&&,'(17$/5(/($6(0($685(6 3HUVRQDO3UHFDXWLRQV No special precautions should be necessary if material is used under ordinary FRQGLWLRQVDQGDVUHFRPPHQGHG 3HUVRQDO3UHFDXWLRQV No emergency procedures should be necessary if material is used under ordinary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® ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 8 (;32685(&21752/6$1'3(5621$/3527(&7,21 (\H 6DIHW\JODVVHVZLWKVLGHVKLHOGVVKRXOGEHZRUQDWDPLQLPXP 6NLQ Normal work clothing (long sleeved shirts, long pants and smooth bottom work VKRHVLVUHFRPPHQGHG 5HVSLUDWRU\ 8VH1,26+RU06+$DSSURYHGUHVSLUDWRU\SURWHFWLYHHTXLSPHQWZKHQDLUERUQH H[SRVXUHOLPLWVDUHH[FHHGHG 9HQWLODWLRQ 9HQWLODWLRQPD\EHXVHGWRUHGXFHDLUERUQHFRQFHQWUDWLRQV,IYHQWLODWLRQFDQQRW reduce airborne concentrations below acceptable limits, appropriate respiratory SURWHFWLRQVKRXOGEHXVHGo :RUN+\JLHQLF3UDFWLFHVWash hands after application Note:$OOSLJPHQWVÞOOHUVÞEHUVDQGH[WHQGHUVLQWKLVSURGXFWDUHWRWDOO\HQFDSVXODWHGDQGGRQRWSRVHDUHVSLUDEOHGXVWKD]DUGGXULQJLQVWDOODWLRQ DQGXVHRIWKLVSURGXFW&RPSRQHQWVUHIHUUHGWRKHUHLQPD\EHUHJXODWHGE\VSHFLÞF&DQDGLDQSURYLQFLDOOHJLVODWLRQ3OHDVHUHIHUWRH[SRVXUHOLPLWV legislated for the province in which the substance will be use. SECTION 9 3+<6,&$/$1'&+(0,&$/3523(57,(6 3K\VLFDO6WDWHsolid $SSHDUDQFH3RO\HVWHUUHLQIRUFHG$33SRO\PHUPRGLÞHGDVSKDOWLFPDWHULDO 2GRU6OLJKWDVSKDOWRGRU 2GRU7KUHVKROGNo data available S+ No data available 5HODWLYH(YDSRUDWLRQ5DWHNo data available %RLOLQJ3RLQW > 900 °F; > 482°C )UHH]LQJ3RLQW No data available )ODVK3RLQW 520-650 °F $XWRLJQLWLRQ7HPSHUDWXUHNo data available 'HFRPSRVLWLRQ7HPSHUDWXUHNo data available )ODPPDELOLW\VROLGJDV No data available 6SHFLÞF*UDYLW\+2 9DSRUSUHVVXUH 9DSRU'HQVLW\$,5 > 20 'HQVLW\OEJDO 6ROXELOLW\LQ:DWHU Nil SECTION 10 67$%,/,7<$1'5($&7,9,7< 6WDELOLW\ 6WDEOHDWURRPWHPSHUDWXUHLQFORVHGFRQWDLQHUVXQGHUDGYLVHGVWRUDJHDQG KDQGOLQJFRQGLWLRQV 5HDFWLYLW\8SRQFRPEXVWLRQ&2DQG&22 are formed &RQGLWLRQVWR$YRLG6WURQJR[LGL]HUVQRVSDUNRURSHQßDPHGLUHFWVXQOLJKWDQGKLJKWHPSHUDWXUHV +D]DUGRXV'HFRPSRVLWLRQ&DUERQPRQR[LGHFDUERQGLR[LGHK\GURJHQVXOÞGHDQGVXOIXUGLR[LGH +D]DUGRXV3RO\PHUL]DWLRQ Will not occur HYDROFLEX RB ® ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 11 72;,&2/2*,&$/,1)250$7,21 0XWDJHQLFLW\May cause genetic defects (dermal, inhalation) &DUFLQRJHQLFLW\May cause cancer (dermal, inhalation) 6SHFLÞF7DUJHW2UJDQ7R[LFLW\ Causes damage to organs (central nervous system, eye, skin lung and liver) through SURORQJHGRUUHSHDWHGH[SRVXUH &KURQLF(IIHFWV Prolonged and repeated skin contact may cause dermatitis, photo-sensitization and PHODQRVLV 3RWHQWLDO$GYHUVH+XPDQ %DVHGRQDYDLODEOHGDWDWKHFODVVLÞFDWLRQFULWHULDDUHQRWPHW +HDOWK(IIHFWV SECTION 12 (&2/2*,&$/,1)250$7,21 7R[LFLW\ Employ best management practices to prevent this material from entering storm VHZHUV\VWHPVZDWHUZD\VRURWKHUZLVHLPSDFWLQJSODQWDQGDQLPDOVSHFLHV (QYLURQPHQWDO7UDQVSRUWNo Data (QYLURQPHQW'HJUDGDWLRQNo Data 6RLO$EVRUSWLRQ0RELOLW\No Data SECTION 14 75$163257,1)250$7,21 7UDQVSRUWDWLRQ5HJXODWLRQV7KLVSURGXFWLVQRWUHJXODWHGDVDKD]DUGRXVPDWHULDOLQWUDQVSRUWDWLRQ 1DWLRQDO0RWRU)UHLJKW &ODVVLÞFDWLRQ10)& 3URGXFW:DVWH The transportation, storage, treatment and dispose of this waste must be conducted LQDFFRUGDQFHZLWKDOODSSOLFDEOHIHGHUDOVWDWHDQGORFDOUHJXODWLRQV 3DFNDJLQJ:DVWH The transportation, storage, treatment and dispose of this waste must be conducted LQDFFRUGDQFHZLWKDOODSSOLFDEOHIHGHUDOVWDWHDQGORFDOUHJXODWLRQV SECTION 15 5(*8/$725<,1)250$7,21 76&$,QYHQWRU\Components are listed '6/,QYHQWRU\Components are listed :+0,6&ODVVLÞFDWLRQ&ODVV%'LYLVLRQ 6DUD+D]DUG1RWLÞFDWLRQ1RWOLVWHGRQ8QLWHG6WDWHV6$5$6HFWLRQ &$3URSRVLWLRQ This product may contain chemicals known to the state of California to cause cancer, ELUWKGHIHFWVDQGRURWKHUUHSURGXFWLYHKDUP 5HIHUWR6HFWLRQIRU26+$+3$+D]DUGRXV&KHPLFDOVDQG6HFWLRQIRU5&5$FODVVLÞFDWLRQ SECTION 13 ',6326$/&216,'(5$7,216 HYDROFLEX RB ® ®S A F E T Y D ATA S H E E T UPDATED JANUARY 2016 SECTION 16 27+(5,1)250$7,21 7KHLQIRUPDWLRQDQGUHFRPPHQGDWLRQVFRQWDLQHGKHUHLQDUHWRWKHEHVWRI'(5%,*80$PHULFDVpNQRZOHGJHDQGEHOLHI DFFXUDWHDQGUHOLDEOHDVRIWKHGDWHLVVXHG'(5%,*80$PHULFDVGRHVQRWZDUUDQWRUJXDUDQWHHWKHLUDFFXUDF\RU UHOLDELOLW\DQG'(5%,*80$PHULFDVVKDOOQRWEHOLDEOHIRUDQ\ORVVRUGDPDJHDULVLQJRXWRIWKHXVHWKHUHRI 7KHLQIRUPDWLRQDQGUHFRPPHQGDWLRQVDUHRIIHUHGIRUWKHXVHUVFRQVLGHUDWLRQDQGH[DPLQDWLRQDQGLWLVWKHXVHUpV UHVSRQVLELOLW\WRVDWLVI\LWVHOIWKDWWKH\DUHVXLWDEOHDQGFRPSOHWHIRULWVSDUWLFXODUXVH,WLVDOVRWKHXVHUVUHVSRQVLELOLW\ to make certain that it is relying upon the most recent, updated, information and recommendations available from '(5%,*80$PHULFDV 7KH(QYLURQPHQWDO,QIRUPDWLRQLQFOXGHGDVZHOODVWKH+D]DUGRXV0DWHULDO,GHQWLÞFDWLRQ6\VWHP+0,6DQG1DWLRQDO)LUH 3URWHFWLRQ$VVRFLDWLRQ1)3$UDWLQJVKDYHEHHQLQFOXGHGE\'(5%,*80$PHULFDVLQRUGHUWRSURYLGHDGGLWLRQDOKHDOWK DQGKD]DUGFODVVLÞFDWLRQLQIRUPDWLRQ7KHUDWLQJVUHFRPPHQGHGDUHEDVHGXSRQWKHFULWHULDVXSSOLHGE\WKHGHYHORSHUV RIWKHVHUDWLQJV\VWHPVWRJHWKHUZLWK'(5%,*8 0$PHULFDVpLQWHUSUHWDWLRQRIWKHDYDLODEOHGDWD The information and recommendations contained herein are to the best of Hydrotech's knowledge and belief, accurate and reliable as of the date issued. Hydrotech does not warrant or guarantee their accuracy or reliability, and Hydrotech shall not be liable for any loss or damage arising out of the use thereof. he information and recommendations are offered for the users consideration and examination, and it is the user's responsibility to satisfy itself that they are suitable and complete for its particular use. It is also the users responsibility to make certain that it is relying upon the most recent, updated, information and recommendations available from Hydrotech. he Environmental Information included, as well as the Hazardous Material Identification System (HMIS) and National Fire Protection Association (NFPA) ratings, have been included by Hydrotech in order to provide additional health and hazard classification information. The ratings recommended are based upon the criteria supplied by the developers of these rating systems, together with Hydrotech's interpretation of the available data. Safety Data Sheet Surface Conditioner SECTION 1. IDENTIFICATION Product Identifier Surface Conditioner Other Means of Identification Recommended Use Primer for concrete substrates Manufacturer / American Hydrotech, Inc. Supplier Emergency Phone No. CANUTEC, (613) 996 - 6666, 24 hours SDS No. 0123 SECTION 2. HAZARDS IDENTIFICATION SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS Chemical Name CAS No. % Other Identifiers Stoddard solvent 8052-41-3 60-100 Asphalt (Bitumen) fume 8052-42-4 25-50 SECTION 4. FIRST-AID MEASURES First-aid Measures Inhalation Move to fresh air. If not breathing, if breathing is irregular or if respiratory arrest occurs, provide artificial respiration or oxygen by trained personnel. Loosen tight clothing such as collar, tie, belt or waistband. Get medical attention immediately. Skin Contact For hot asphalt splash, cool affected body part with water immersion or shower. Do not attempt removal of asphalt but split longitudinally if circumferential to avoid tourniquest effect. No attempt should be made to remove firmly adhering bitumen from the skin. Once the bitumen has cooled, it will do no further harm and in fact provide a sterile covering over a burnt area. As healing takes place, the bitumen plaque, the bitumen plaque will detach itself, usually after a few days. For skin soiling without underlying burn, cleanse with mineral oil followed by soap and water. Use olive oil in vicinity of eyes. Eye Contact If a contact lens is present, DO NOT delay flushing or attempt to remove the lens. Immediately rinse the contaminated eye(s) with lukewarm, gently flowing water for 15-20 minutes, while holding the eyelid(s) open. Get medical attention immediately. Ingestion Rinse mouth with water. Do not induce vomiting unless directed to do so by medical personnel. Never give anything by mouth to an unconscious person. Get medical attention immediately. Call a Poison Centre or doctor if you feel unwell or are concerned. Most Important Symptoms and Effects, Acute and Delayed Product Identifier: Surface Conditioner Date of Preparation: Page 01 of 07 Safety Data Not reviewed by Architect. GC to coordinate. If in eyes: Symptoms include sore, red eyes, and tearing. If swallowed: Symptoms may include nausea, vomiting, stomach cramps and diarrhea. Immediate Medical Attention and Special Treatment Special Instructions No specific treatment. Treat symptomatically. Contact poison treatment specialist immediately if large quantities have been ingested or inhaled. SECTION 5. FIRE-FIGHTING MEASURES Extinguishing Media Suitable Extinguishing Media Carbon dioxide, dry chemical powder or appropriate foam. Unsuitable Extinguishing Media Do not spray water onto burning product as this may cause spattering and spreading of the flame. Specific Hazards Arising from the Chemical Flammable liquid and vapour. Can ignite at room temperature. Releases vapour that can form explosive mixture with air. Can be ignited by static discharge. See Section 9 (Physical and Chemical Properties) for flash point and explosive limits. Vapours may travel considerable distances to ignition sources and cause a flash fire. Cool containing vessels with water jet in order to prevent pressure build-up, auto-ignition or explosion. This material is not sensitive to mechanical impact. This material is sensitive to static discharge at temperatures above the flash point. Special Protective Equipment and Precautions for Fire-fighters Chemical protective clothing (e.g. chemical splash suit) and positive pressure SCBA may be necessary. See Skin Protection in Section 8 (Exposure Controls/Personal Protection) for advice on suitable chemical protective materials. SECTION 6. ACCIDENTAL RELEASE MEASURES Personal Precautions, Protective Equipment, and Emergency Procedures No action shall be taken involving any personal risk or without suitable training. Evacuate the area immediately. Isolate the hazard area. Keep out unnecessary and unprotected personnel. Do not touch damaged containers or spilled product unless wearing appropriate protective equipment. Increase ventilation to area or move leaking container to a well-ventilated and secure area. Use the personal protective equipment recommended in Section 8 of this safety data sheet. Monitor area for flammable or explosive atmosphere. Environmental Precautions It is good practice to prevent releases into the environment. Do not allow into any sewer, on the ground or into any waterway. If the spill is inside a building, prevent product from entering drains, ventilation systems and confined areas. Minimize the use of water to prevent environmental contamination. Inform the relevant authorities if the product has caused environmental pollution (sewers, waterways, soil or air). Methods and Materials for Containment and Cleaning Up Small spills or leaks: stop or reduce leak if safe to do so. Contain and soak up spill with absorbent that does not react with spilled product. Do not use absorbents. Contain spill using noncombustible material such as vermiculite, earth or sand. Do NOT use combustible materials such as sawdust. Cover the spill surface with the appropriate type of foam to reduce the release of vapour. Place used absorbent into suitable, covered, labelled containers for disposal. Contaminated absorbent poses the same hazard as the spilled product. Large spills or leaks: dike spilled product to prevent runoff. Knock down gas with fog or fine water spray. Knock down vapour with fog or fine water spray. Do not direct water at spill or source. Remove or recover liquid using pumps or vacuum equipment. Flush spill area. Dike and recover contaminated water for appropriate disposal. Avoid generating dust. Avoid dry sweeping. If necessary, use a dust suppressant such as water. Do not use compressed air for clean-up. Use water fog or spray curtain to reduce amount of dust in air. Collect using shovel/scoop or approved HEPA vacuum and place in a suitable container for disposal. Get expert advice before treating the spilled product with other chemicals to make it less hazardous. Store recovered product in suitable containers that are: covered, tightly-covered. Review Section 13 (Disposal Considerations) of this safety data sheet. Contact emergency services and manufacturer/supplier for advice. Product Identifier: Surface Conditioner Date of Preparation: Page 02 of 07 SECTION 7. HANDLING AND STORAGE Precautions for Safe Handling Only use where there is adequate ventilation. Avoid generating vapours or mists. Avoid generating dusts. Prevent uncontrolled release of product. Immediately report leaks, spills or failures of the safety equipment (e.g. ventilation system). In the event of a spill or leak, exit the area immediately. Eliminate heat and ignition sources such as sparks, open flames, hot surfaces and static discharge. Post "No Smoking" signs. Do not use near welding operations or other high energy sources. Avoid heating that will increase the amount of vapours. Do not weld, cut or perform hot work on empty container until all traces of product have been removed. Good housekeeping is extremely important. Prevent dust accumulation on ALL surfaces including ceiling rafters and other hidden surfaces. Do not use compressed air to clean equipment, clothing or spills. Electrically bond and ground equipment. Ground clips must contact bare metal. Increase conductivity by reducing flowrate in transfer operations and/or handle at lower temperature. Prevent accidental contact with incompatible chemicals. Avoid ALL unprotected contact with this product or with contaminated equipment/surfaces. Wear personal protective equipment to avoid direct contact with this chemical. Avoid repeated or prolonged skin contact with product or with contaminated equipment/surfaces. Prevent contamination of surfaces that unprotected personnel may use. Keep dry. Prevent exposure to water and humidity. Handle under inert gas atmosphere in dry equipment. Prevent any accidental contact with water in handling and storage areas. Avoid shock, friction or impact. Do not skid, drag or drop containers. Do not chip or grind lumps. Eating, drinking and smoking should be prohibited in areas where this material is handled, stored and processed. Workers should wash hands and face before eating, drinking and smoking. Do not ingest. Avoid contact with eyes, skin and clothing. Avoid breathing vapour or mist. Keep in an original container or an approved alternative made from a compatible material, kept tightly closed when in use. Empty containers retain product residue and can be hazardous. Do not reuse container. During storage, transit and cooling of asphalt, solvent vapour and hydrogen sulphide may accumulate in enclosed spaces such as tank cars. Open tank car hatches with caution. Maintain same precautions when gauging and sampling. Do NOT smoke in work areas. Do NOT eat, drink or store food in work areas. Remove contaminated clothing and protective equipment before entering eating areas or leaving work area. Wash hands thoroughly after handling this material. Conditions for Safe Storage Store in accordance with local regulations. Store in original container protected from direct sunlight in a dry, cool and well-ventilated area, away from incompatible materials (see section 10) and food and drink. Keep container tightly closed and sealed until ready for use. Containers that have been opened must be carefully resealed and kept upright to prevent leakage. Do not store in unlablled containers. Use appropriate containment to avoid environmental contamination. Engineering controls are usually required in the storage area to protect against the product's hazard(s). Review Section 8 (Exposure Controls/Personal Protection) for information. See advice on temperature in Conditions to Avoid in Section 10 (Stability and Reactivity) to determine suitable storage temperature. Electrically bond and ground containers. Ground clips must contact bare metal. Avoid bulk storage indoors. Do not handle swollen drums. Get expert advice. Empty containers may contain hazardous residue. Store separately. Keep closed. Follow all precautions given on this safety data sheet. Comply with all applicable health and safety regulations, fire and building codes. SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Control Parameters ACGIH TLV® OSHA PEL AIHA WEEL Chemical Name TWA STEL TWA Ceiling 8-hr TWA TWA Asphalt (Bitumen) fume 0.5 mg/m3 (I) Not A4 BEI established Stoddard solvent 100 ppm 100 ppm Appropriate Engineering Controls Use only with adequate ventilation. Exhaust ventilation/engineering controls need to keep vapor and gas concentrations below recommended limits and below any lower explosive limits. Individual Protection Measures Eye/Face Protection Wear chemical safety goggles and face shield when contact is possible. Skin Protection Wear chemical protective clothing e.g. gloves, aprons, boots. Product Identifier: Surface Conditioner Date of Preparation: Page 03 of 07 Chemical-resistant, imperious gloves complying with an approved standard should be worn at all times when handling chemical products if a risk assessment indicates this is necessary. Suitable materials are: nitrile rubber. Respiratory Protection Use a properly fitted, air-purifying or air-fed respirator complying with an approved standard if a risk assessment indicates this is necessary. Respirator selection must be based on known or anticipated exposure levels, the hazards of the product and the safe working limits of the selected respirator. Recommended: organic vapour filter cartridge or canister with a dust, fume or mist filter (R, or P series) may be permissible under certain circumstances where airborne concentrations are expected to exceed exposure limits. Protection provided by air-purifying respirators is limited. SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES Basic Physical and Chemical Properties Appearance Dark black. Odour Characteristic asphaltic odour or "rotten egg" odour if H2S present, but odour is an unreliable warning, since it may deaden the sense of smell. Odour Threshold Not available pH Not available Melting Point/Freezing Point Not available (melting); Not applicable (freezing) Initial Boiling Point/Range 160 ºC (320 ºF) Flash Point 10 ºC (50 ºF) (closed cup) Evaporation Rate Not available Upper/Lower Flammability or 6% (upper); 0.8% (lower) Explosive Limit Vapour Pressure 10 kPa (75 mm Hg) at 20 ºC Vapour Density (air = 1) 3 - 4 Relative Density (water = 1) 0.938 Solubility Insoluble in water Partition Coefficient, Not available n-Octanol/Water (Log Kow) Auto-ignition Temperature Not available Viscosity Not available (kinematic) Other Information Physical State Liquid Bulk Density Not available SECTION 10. STABILITY AND REACTIVITY Chemical Stability Stable under normal storage conditions. Possibility of Hazardous Reactions Hazardous polymerizations does not occur. Conditions to Avoid Open flames, sparks, static discharge, heat and other ignition sources. Incompatible materials. Exposure to heat. Incompatible Materials Acids. Bases. Oxidizers. Hazardous Decomposition Products Not available. SECTION 11. TOXICOLOGICAL INFORMATION Product Identifier: Surface Conditioner Date of Preparation: Page 04 of 07 Likely Routes of Exposure Eye contact; skin contact; inhalation; ingestion; skin absorption. Acute Toxicity Chemical Name LC50 LD50 (oral) LD50 (dermal) Asphalt (Bitumen) fume > 5000 mg/kg (rat) > 2000 mg/kg (rabbit) Stoddard solvent > 1300 ppm (rat) (4-hour > 5000 mg/kg (rat) > 3000 mg/kg (rabbit) exposure) Skin Corrosion/Irritation Irritating to skin. Signs/symptoms may include localized redness, swelling, and itching. Hot liquid product may cause serious thermal burns on direct contact. Asphalt fumes can increase susceptibility to sunburn. Serious Eye Damage/Irritation Irritating to eyes. Signs/symptoms may include redness, swelling, pain, tearing, and blurred or hazy vision. Hot liquid product may cause serious thermal burns on direct contact. Hydrogen sulphide may cause eye irritation at 1 - 20 ppm and acute conjunctivitis at higher concentrations. Above 50 ppm H2S, eye irritation may include symptoms of redness, sever swelling, tearing, sensitivity to light and the appearance of 'Halos' around lights. EYE IRRITANT. Symptoms include sore, red eyes, and tearing. Hot liquid product may cause thermal burns. STOT (Specific Target Organ Toxicity) - Single Exposure Inhalation No information was located. Inhalation of this product may cause respiratory tract irritation and Central Nervous System (CNS) Depression, symptoms of which may include' weakness, dizziness, slurred speech, drowsiness, unconsciousness and in cases of severe overexposure; coma and death. At higher concentrations (above 10 ppm), hydrogen sulphide is extremely toxic by inhalation, may cause respiratory-tract irritation and respiratory failure, coma and death. Pulmonary edema can occur up to 24 hours after hydrogen sulphide exposure. While hydrogen sulphide emits a strong odour of rotten eggs, detection by smell is not sufficient as a warning property for exposure to this substance, as it may deaden the sense of smell quickly. Ingestion Symptoms may include nausea, vomiting, stomach cramps and diarrhea. STOT (Specific Target Organ Toxicity) - Repeated Exposure Prolonged or repeated contact may dry skin and cause irritation. Exposure to Naphtha may damage the blood-forming organs resulting in fatigue and anemia (RBC), decreased resistance to infection, and/or excessive bruising and bleeding (platelet effect). Peripheral nerve damage may be evidence by impairment to motor function (incoordination, unsteady walk, or muscle weakness in the extremities, and/or loss of sensation in the arms and legs). Auditory system effects may include temporary hearing loss and/or ringing in the ears. This product contains small quantities of Polycyclic aromatic hydrocarbons. Prolonged contact with these compounds has been associated with the induction of skin and lung tumors, anemia, disorders of the liver, bone marrow and lymphoid tissues. Long term inhalation of Benzene or Xylene vapours can result in bone marrow abnormalities with damage to blood forming tissues and may cause anemia and other blood cell abnormalities. Immunodepressive effects have also been reported. Hydrogen sulphide may reduce lung function; cause neurological effects such as headaches, nausea, depression and personality changes; eye and mucous membrane irritation: damage to cardiovascular system. Although the material in general is not considered to have chronic effects, it may contain benzene, a listed carcinogen. Refer to Section 11 of the MSDS for more detailed information. Carcinogenicity Chemical Name IARC ACGIH® NTP OSHA Asphalt (Bitumen) fume Group 2B A4 IARC: The International Agency for Research on Cancer (IARC) has determined that occupational exposures to oxide asphalt and their emissions during roofing operations are "probably carcinogenic to humans" (Group A). IARC concluded that occupational exposures to hard asphalt and their emissions during mastic asphalt work are "possibly carcinogenic to humans" (Group 2B). IARC concluded that occupational exposure to straight-run asphalt and their emissions during paving operations are "possibly carcinogenic to humans" (Group 2B). An IARC working group has concluded that occupational exposures to straight-run bitumens and their emissions during road paving are 'possibly carcinogenic to humans' (Group 2B). Product Identifier: Surface Conditioner Date of Preparation: Page 05 of 07 Reproductive Toxicity Development of Offspring Birth defects. Studies in people show effects on the unborn child. The material in general is not expected to have toxic reproductive effects. Sexual Function and Fertility Animal studies show effects on sexual function and/or fertility. (Benzene). (Xylene (mixed isomers)) studies in people and animals show effects on sexual function and/or fertility. Effects on the menstrual cycle. No known significant effects or critical hazards. Germ Cell Mutagenicity Causes mutagenicity in in vitro tests. Hazardous by OSHA/WHMIS criteria. May cause heritable genetic damage. The material in general is not expected to produce mutagenic effects. Interactive Effects Not available. Not available SECTION 12. ECOLOGICAL INFORMATION Toxicity Marine Pollutant. Persistence and Degradability No information was located. Bioaccumulative Potential No information was located. Mobility in Soil Studies are not available. SECTION 13. DISPOSAL CONSIDERATIONS Disposal Methods Contact local environmental authorities for approved disposal or recycling methods in your jurisdiction. The required hazard evaluation of the waste and compliance with the applicable hazardous waste laws are the responsibility of the user. This product and its container must be disposed of as hazardous waste. Do NOT dump into any sewers, on the ground or into any body of water. SECTION 14. TRANSPORT INFORMATION Regulation UN No. Proper Shipping Name Transport Packing Hazard Class(es) Group Canadian TDG 1999 Waterproofing Primer (Tars, Liquid, including road 3 II asphalt and oils, bitumen and cutbacks) US DOT 1999 Waterproofing Primer (Tars, Liquid, including road 3 II asphalt and oils, bitumen and cutbacks) Special Precautions Please note: PG*: Packing group for User Transport in Bulk According to Annex II of MARPOL 73/78 and the IBC Code Not applicable SECTION 15. REGULATORY INFORMATION Safety, Health and Environmental Regulations Canada WHMIS Classification Product Identifier: Surface Conditioner Date of Preparation: Page 06 of 07 Class B2 Class D2B B2 - Flammable Liquid; D2B - Toxic (Skin irritant; Eye irritant) This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations and the SDS contains all of the information required by the Controlled Products Regulations. USA US OSHA HazCom 1994 Regulatory Status This material is considered hazardous by the OSHA Hazard Communication Standard (29 CFR 1910.1200 (1994)). Additional USA Regulatory Lists SARA Title III - Section 302: Not listed SARA Title III - Section 304 EHS RQ (lbs.) Not listed SARA Title III - Section 313: Not listed CERCLA: Not listed RCRA CODE Not listed CAA 112(r) TQ (lbs.) Not listed. SECTION 16. OTHER INFORMATION NFPA Rating Health - 2 Flammability - 3 Instability - 0 Based on Naphtha (petroleum), hydro treated heavy SDS Prepared By EPC & Risk Management Department Phone No. 1 (416) 281 - 8181 Key to Abbreviations ACGIH® = American Conference of Governmental Industrial Hygienists AIHA = American Industrial Hygiene Association HSDB® = Hazardous Substances Data Bank IARC = International Agency for Research on Cancer NFPA = National Fire Prevention Association NIOSH = National Institute for Occupational Safety and Health NTP = National Toxicology Program OSHA = US Occupational Safety and Health Administration RTECS® = Registry of Toxic Effects of Chemical Substances References CHEMINFO database. Canadian Centre for Occupational Health and Safety (CCOHS). HSDB® database. US National Library of Medicine. Available from Canadian Centre for Occupational Health and Safety (CCOHS). NIOSH Pocket Guide database. National Institute for Occupational Safety and Health. Available from Canadian Centre for Occupational Health and Safety (CCOHS). Registry of Toxic Effects of Chemical Substances (RTECS®) database. Accelrys, Inc. Available from Canadian Centre for Occupational Health and Safety (CCOHS). Disclaimer To the best of our knowledge, the information herein is accurate. However, neither the above-named supplier, nor any of its subsidiaries, assumes any liability whatsoever for the accuracy or completeness of the information contained herein. Final determination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that these are the only hazards that exist. Product Identifier: Surface Conditioner Date of Preparation: Page 07 of 07 Enterprises, Inc. Page 1/3 Section 1 - Identification Trade Name and Synonyms: Gardendrain GR30 and Gardendrain GR50 Components: ([WUXGHG+'3(VKHHW Common use: Construction Manufacturer: $0(5,&$1+<'527(&+,1& 541 N Fairbanks Ct6XLWH&KLFDJR,/ Phone: Fax: Safety Data Sheet Overview: Based upon pertinent data available, *DUGHQGUDLQ products, systems, and components are considered "articles" and are not hazardous under OSHA Hazard Communication Standard (29 CFR 1910.1200). GHS Label Elements: Not Required Section 2 - Hazard Identification *DUGHQGUDLQproducts to not meet the definition given in 29 CFR part 1910.1200 for hazardous material. Composition is not required. Section 3 - Composition 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. Section 4 - First Aid Flash Point: Greater than 400 degrees (COC, ASTM D-92) Extinguishing method: Dry chemical, foam, carbon dioxide Special Fire Fighting Procedures: For large fires in confined area, use N10SH/MSHA approved self-contained breathing apparatus. Use water fog or spray to exposed equipment and containers. Section 5 - Fire Hazard No Environmental threat is expected from release. Section 6 - Accidental Release AMERICAN HYDROTECH, INC Gardendrain® GR30 / GR50 Enterprises, Inc. Page 2/3 Safety Data Sheet Handling: No special handling unless large rolls are used. Use lifting devices as necessary. If product is molten, avoid contact with skin or eyes. Storage: Recommend storing away from oxidizing materials, in a dry area of ambient temperature if possible. Section 7 - Handling and Storage Physical State: Solid Boiling Point: N/A Specific Gravity (H O): Less than 12 Solubility in water: Negligible Vapor Pressure (mm Hg): N/A Evaporation Rate (Butyl Acetate=1): N/A Vapor Density (Air=1): N/A Melting Point: ~ 320°F Odor: Negligible Appearance: Plastic sheet, generally in PROGHGVKHHW form Section 9 - Physical and Chemical Characteristics Inhalation: Not likely under normal use Injection: Not likely under normal use Ingestion: Not likely under normal use Skin Contact: Prolonged contact may cause mild 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. Section 11 - Toxicological Information (routes of exposure) Stability: Stable Incompatibility: None known Hazardous Decomposition Products: Will not occur Hazardous Polymerization: Will not occur Section 10 - Stability and Reactivity Ventilation Requirements: Use adequate ventilation to control exposure below recommended levels. Skin Protection: Not normally required. Eye Protection: As required by site-specific conditions. Not normally required. Clothing and Equipment: No requirement. Respiratory Protection: Not generally required unless needed to prevent respiratory irritation. Section 8 - Exposure Controls / Personal Protection AMERICAN HYDROTECH, INC Gardendrain® GR30 / GR50 Page 3/3 541N. Fairbanks Ct6XLWH&KLFDJR,/ () (800) 8 Fax: () 66 ZZZK\GURWHFKXVDFRP Safety Data Sheet Environmental Data: Not expected to be hazardous to the environment in present form. Section 12 - Ecological Information DOT Classification: Not regulated Proper Shipping Name: Wrapped rolls of composite drainage material. Not regulated. Section 14 - Transport Information USA TSCA: 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. SARA TITLE III: CERCLA/SARA (302) Extremely Hazardous Substances: None listed SARA (311,312) Hazard Class: None listed SARA (313) Chemicals: None listed 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 Section 15 - Regulatory Information Disposal: Ensure conformity with all applicable disposal regulations. Product does not meet the definition of hazardous waste. Section 13 - Disposal Information Date Prepared or Revised: May 1st, 2015 The information contained herein is believed by American Hydrotech, Inc. to be accurate and is offered solely for the customer’s consideration, investigation and verification. Determination of suitability for use is the responsibility of the user. Hydrotech’s Limitiations, Limited Warranty, & Disclaimer along with Standard Terms & Conditions apply. See www.hydrotechusa.com for more info. Limitations: Hydrodrain is resistant to chemicals in normal soil environments. However, some reagents may affect the performance of Hydrodrain. A Hydrotech representative should be contacted for further information to determine the suitability of use of Hydrodrain in unusual soil environments. Hydrodrain should be limited to its exposure to ultra-violet sunlight. Hydrodrain should be backfilled or covered within 7 days of installation. Disclaimer: All information, drawings and specifications are based on the latest published information at the time of printing. Hydrotech reserves the right to make changes due to manufacturing improvements and engineering at any time. All physical properties are minimum average roll values (MARV). Standard variations of 10% in mechanical properties and 15% in hydraulic properties are normal. Section 16 - Other information American Hydrotech, Inc. Gardendrain® GR30 / GR50