Large-Scale Slope Erosion Testing (ASTM D 6459 modified ...

1 Large-Scale Slope Erosion Testing ( astm D 6459 modified ) of mulch and Grow Terrain Lok BFM over Sandy Loam December 2014 Submitted to: AASHTO/NTPEP 444 North Capitol Street, NW, Suite 249 Washington, 20001 Attn: Russell Dabbs, NTPEP Submitted by: TRI/Environmental, Inc. 9063 Bee Caves Road Austin, TX 78733 C. Joel Sprague Project Manager mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 2 December 23, 2014 Mr. Russell Dabbs AASHTO/NTPEP 444 North Capitol Street, NW, Suite 249 Washington, 20001 E-mail: Subject: Large-Scale Slope Testing of mulch and Grow Terrain Lok BFM over Sandy Loam Dear Mr. Dabbs: This letter report presents the results for Large-Scale Slope Erosion tests performed on mulch and Grow Terrain Lok BFM hydraulically-applied Erosion control product (HECP) over sandy loam. All Testing work was performed in general accordance with the astm D 6459, Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Hillslopes from Rainfall-Induced Erosion modified as necessary to accommodate hydraulically-applied mulch .

2 The product was allowed to cure on the slopes for approximately 48 hours prior to Testing . Generated results were used to develop the following general cover factor (C-Factor) for the tested material: C-Factor mulch and Grow Terrain Lok BFM @ 3500lbs/acre = WITHDRAWN for cumulative R-Factor < 162 Eqn: C = WITHDRAWN TRI is pleased to present this final report. Please feel free to call if we can answer any questions or provide any additional information. Sincerely, C. Joel Sprague, Senior Engineer Geosynthetics Services Division Cc: Sam Allen, Jarrett Nelson - TRI mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 3 Slope Testing REPORT mulch and Grow Terrain Lok BFM HECP over Sandy Loam Testing EQUIPMENT AND PROCEDURES Overview of Test and Apparatus TRI/Environmental, Inc.'s (TRI's) Large-Scale Slope Erosion Testing facility is located at the Denver Downs Research Farm in Anderson, SC.

3 Testing oversight is provided by C. Joel Sprague, The Large-Scale Testing reported herein was performed in accordance with astm D 6459 modified as necessary to accommodate hydraulically-applied mulch , on 3:1 slopes using loamy soil test plots measuring 40 ft long x 8 ft wide. The simulated rainfall was produced by ten rain trees arranged around the perimeter of each test Slope . Each rain tree has four sprinkler heads atop a 15 ft riser pipe. The rainfall system has been calibrated prior to Testing to determine the number of sprinkler heads and associated pressure settings necessary to achieve target rainfall intensities and drop sizes. The target rainfall intensities are 2, 4, and 6 in/hr and are applied in sequence for 20 minutes each. Three replicate test slopes covered by the same hydraulically-applied Erosion control product (HECP) submitted were tested. The application rate of the HECP was 3500 lb/acre.

4 (Note: The mixing ratio was 125 gallons of water to 50 lb mulch .) The product was allowed to cure on the slopes for approximately 48 hours prior to Testing . The Erosion resistance provided by the product tested is obtained by comparing the protected Slope results to control (bare soil) results. Tables and graphs of rainfall versus soil loss are generated from the accumulated data. Hydraulic Erosion Control Product (HECP) The following information and index properties were determined from the supplied products. Table 1. Tested Product Information & Index Properties Product Information and Index Property / Test Units Sampled Product Product Identification - Terrain Lok BFM Manufacturing Plant Location - Ronda, NC DLK Fibers2 % 76% 3% Proprietary Cross-linking Tackifier % 5% Proprietary NonCross-linking Tackifier % 2% SAP (Proprietary Absorbent Fibers) % 5% 1% Moisture Content % 12% 3% Tensile Strength ( astm D 6818 modified )1 lb/in Tensile Elongation ( astm D 6818 modified ) 1 % Thickness ( astm 6525 modified ) 1 mils Light Penetration ( astm 6567 modified ) 1 % cover Water Absorption ( astm 1117 / ECTC TASC 00197) 1 % wt change Mass / Unit Area ( astm D 6566 modified ) 1 osy Note 1: Index specimens were made using the currently proposed astm procedure.

5 Note 2: Percentage shown for DLK fibers is the oven dried weight. The as-received (air dried) weight is 88% (76% totally dry fiber + 12% absorbed moisture). mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 4 Test Soil The test soil used in the test plots had the following characteristics. Table 2. TRI-Loam Characteristics Soil Characteristic Test Method Value % Gravel astm D 422 0 % Sand 45 % Silt 35 % Clay 20 Liquid Limit, % astm D 4318 41 Plasticity Index, % 8 Soil Classification USDA Sandy Loam Soil Classification USCS Sandy silty clay (ML-CL) K-Factor D 6459 Preparation of the Test Slopes The initial Slope soil veneer (12-inch thick minimum) is placed and compacted. Compaction is verified to be 90% ( 3%) of Proctor Standard density using astm D 2937 (drive-cylinder method). Subsequently, the test slopes undergo a standard preparation procedure prior to each Slope test.

6 First, any rills or depressions resulting from previous Testing are filled in with test soil and subject to heavy compaction. The entire test plot is then tilled to a depth not less than four inches. The test Slope is then raked to create a Slope that is smooth both side-to-side and top-to-bottom. Finally, a steel drum roller is rolled down-and-up the Slope 3 times proceeding from one side of the plot to the other. The submitted Erosion control product is then installed using the spray technique acceptable to the client. For this Testing , TRI applied the product to the slopes. Installation of Erosion Control Product on Test Slopes As noted, the submitted Erosion control product was installed as directed by the client. For the tests reported herein, the HECP was mixed at a rate of 50 lbs mulch per 125 gallons of water and applied at the rate of 3500 lb/acre. The applied material was allowed to cure for approximately 48 hours prior to Testing .

7 Specific Test Procedure withdrawn mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 5 TEST RESULTS withdrawn mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 Appendix APPENDIX A RECORDED DATA Test Record Sheets Sediment Concentration Data Runoff Data Soil Moisture Content Soil Loss Tables mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 Appendix withdrawn mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 Appendix APPENDIX B TEST SOIL Test Soil Grain Size Distribution Curve Compaction Curves Veneer Soil Compaction Verification November 8, 2013 Corporate Laboratory: 9063 Bee Caves Road, Austin, TX 78733 / 800-880-TEST / 512-263-2101 / Downs Research Facility: 4915 Clemson Blvd., Anderson, SC 29621 / 864-242-2220 / Size (mm)DDRF astm D 6459 Blended Test SoilASTM D 6459 Target Loam RangePlasticity ( astm D 4318)Liquid Limit: 30 Plastic Limit: 22 Plastic Index: 8 Soil classifies as a clayey sand (SC)in accordance with astm D 2487 The Testing herein is based upon accepted industry practice as well as the test method listed.

8 Test results reported herein do not applyto samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of Bee Caves Road Austin, TX 78733-6201 (512) 263-2101 (512) 263-2558 1-800-880-TESTJ ames Sprague, 11/08/13 Tested by: (pcf)Moisture Content (%)Proctor Compaction : DDRFS ample No.: Slope COMPOSITETest Date: NOVEMBER 8, 2013 Test Method: astm D 698 - Method AMaximum Dry Density (pcf): Moisture Content (%): :Date: 11/8/2013 Drive Cylinder:Dia., mm = 98 Length, mm = 127 Volume, ft3= #123456Wt. of Wet Soil + Mold (g) of Mold (g) of Wet Soil (g) NumberBTMWt. of Tare (g) of Wet Soil + Tare (g) of Dry Soil + Tare (g) Content, w (%) density, wet= W' / Vh(lb/ft3) = density, dry = wet/ [1 + w] (lb/ft3) = Std. Proctor Dry density (lb/ft3) = Moisture (%) = as % of Std.

9 Proctor = Compaction as % of Std. Proctor =The Testing herein is based upon accepted industry practice as well as the test method listed. Test results reported herein do not applyto samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of Bee Caves Road Austin, TX 78733-6201 (512) 263-2101 (512) 263-2558 1-800-880-TESTJ ames Sprague, 11/8/13 Quality Review/DateTested by: SpragueCompaction WorksheetASTM D 2937 DDRF SLOPESC ompactionMoisture mulch and Grow Terrain Lok BFM HECP over Sandy Loam Slope Erosion Testing for NTPEP December 23, 2014 Appendix APPENDIX C RAINFALL DATA Raindrop Size Distribution Rainfall Calibration of Raindrops by MassRainfall Intensity, in/hrRaindrop Size DistributionNovember mmTarget raindrop size and distribution (no more than 10 % greater than 6 mm ( in.))

10 And no more than 10 % smaller than 1 mm ( in.)).Date:8-Nov-13 Start Time: 8:45 AMEnd Time: 9:00 AMTest Time:15min.(circle "x" for open valves)P =9psid =11 mmd =12 mmXi = in/hrBi = in/hrP =9psi XXd =12 mmd =11 mmXpsi XP =9psii = in/hrCi = in/hrXXd =12 mmd =13 mmXXi = in/hrDi = in/hrP =9psi XXd =13 mmd =13 mmXpsi XP =9psii = in/hrEi = in/hrXXd =13 mmd =14 mmXXi = in/hrFi = in/hrP =9psi XXd =13 mmd =13 mmXpsi XP =9psii = in/hrGi = in/hrXXd =13 mmd =12 mmXXi = in/hrHi = in/hrP =9psi XXd =12 mmd =15 mmXXP =9psii = in/hrIi = in/hrXXd =13 mmd =13 mmXXi = in/hrJi = in/hrP =9Xd =11 mmd =12 mmXi = in/hri = in/hrXBottom Catch:95galInlet Pressure:16psiAverage Wind:0mphAverage mmAverage Rainfall Uniformity Coefficient:94151617141812A1920131156478 910312 Rainfall CalibrationTOP OF SLOPEDDRFS lope 1 - Target 2 in/hrXXXXDate:8-Nov-13 Start Time: 9:15 AMEnd Time: 9:30 AMTest Time:15min.(circle "x" for open valves)P =9psid =24 mmd =23 mmXi = in/hrBi = in/hrP =9psiXXd =25 mmd =23 mmXpsiXP =9psii = in/hrCi = in/hrXXd =26 mmd =25 mmXXi = in/hrDi = in/hrP =9psiXXd =26 mmd =27 mmXpsiXP =9psii = in/hrEi = in/hrXXd =27 mmd =27 mmXXi = in/hrFi = in/hrP =9psiXXd =26 mmd =26 mmXpsiXP =9psii = in/hrGi = in/hrXXd =27 mmd =27 mmXXi = in/hrHi = in/hrP =9psiXXd =27 mmd =25 mmXpsiXP =9psii = in/hrIi = in/hrXXd =26 mmd =26 mmXXi = in/hrJi = in/hrP =9psiXd =25 mmd =25 mmXi = in/hri = in/hrXBottom Catch:205galInlet Pressure:16psiAverage Wind:0mphAverage mmAverage Rainfall Uniformity Coefficient:96 DDRFR ainfall Calibration789103419201314 TOP OF SLOPES lope 1 - Target 4 in/hr1856A151617XX XX121112 Date:8-Nov-13 Start Time: 9:43 AMEnd Time: 9:58 AMTest Time:15min.