Document Lq0E44ywOOZ4pQ2XkXkR2R53

ABDOO124764 Annual Emissions Testing Multiple Sources Georgia Gulf Chemicals and Vinyls, LLC Aberden, Mississippi June It, 2001 - June 15, 2001 ENTEC Project Mo.: 20126 Emission Testing Services ABD00124765 Entec Services, Inc. 25 Commerce Avenue - Suite 104 Hueytown, Alabama 35023 Telephone; (205) 491-6676 Fax; (205)491-6614 Results of the June 11, 2001 - June 15, 2001 Particulate Emissions Compliance Test on Multiple Sources at the Georgia Gulf Chemicals and Vinyl's, LLC facility in Aberdeen, Mississippi Submitted to: Georgia Gulf Post Office Box 91 New Highway 25 Aberdeen, Mississippi 39730-0091 Attention; Mr. Kenny Akins Entec Project No. 20126 Date Report Submitted: July 13, 2001 ABDOO124766 Table of Contents Executive Summary Detailed Test Results of Particulate Emissions Page No. 1 3 Appendices A - Test Procedures B - Field Data Sheets C - Laboratory Analysis D - Lead Laboratory Certificates E - Equipment Calibrations F Test Calculations ABDOO124767 Executive Summary Entec Services, Inc. was retained by Georgia Gulf to perform compliance testing for pollutant gas emissions at the Georgia Gulf facility located in Aberdeen, Mississippi. Mr. Tim Draheim, Mr. Lynn Beane, Mr. Bradley Hall, Mr. Steve Blakenship and Mr. Kevin Rosenburg of Entec Services, Inc conducted the testing on June 11-15, 2001. Emissions testing was performed in accordance with EPA CFR 40 Part 60 Appendix "A" methods 1, 2, 3, 4, 5, and 12. Three, seventy-two (72) minute test runs were performed on the following sources with production at normal operating conditions. 681 Silo Baghouse 682 Silo Baghouse 683 Silo Baghouse 684 Silo Baghouse 685 Silo Baghouse 686 Silo Baghouse 689 Silo Baghouse 690 Silo Baghouse 691 Silo Baghouse AC-009 Lead System Prior to the first test run a preliminary velocity measurement of the exhaust gas was determined to verify the absence of cyclonic flow in the gas stream and to allow the selection of the appropriate nozzle diameter for isokinetic sample withdrawal. Two Nutech Model 2010, and a Nutech Model 201 sampling trains which meet the specifications in the above- cited reference methods, were used to isokinetically extract the particulate samples by means of a heated stainless steel probe and heated filter ABDOO124768 compartment. Integrated flue gas samples for Fyrlte analysis were extracted from the exhaust gases for determination of the flue gas oxygen and carbon dioxide. Due to the short exhaust configuration on each of the silo baghouse sources, an extension of the exhaust was attached and sealed to the outlet of each source in order for the test locations to meet the requirements of CFR 40 Part 60 Appendix A Method 1. Testing was conducted from two test ports oriented at 90 degree on the exhaust stack. The test ports were located at a minimum of 2.0 duct diameters downstream and 8.0 duct diameters upstream from the nearest disturbance. A 12 point traverse was used to determine the exhaust gas volumetric flow and to collect a representative sample of the particulate emissions. Each traverse was conducted for a total sampling time of seventy-two (72) minutes for each test run. No difficulties were encountered in the field collection of the samples or in the laboratory analysis of the samples by Entec Services, Inc. Testing was conducted in accordance with the applicable CFR 40 Part 60 Appendix "A" test procedures. On the basis of these facts and a complete review of the data and results, it is our opinion that the results reported herein are accurate and closely reflect the actual values, which existed at the time the testing was conducted. Test results indicate the sources tested have an average combined emission rate of 0.200 lbs/ hr of particulate emissions. The AC-009 Lead System has an average emissions rate of 0.00005 lbs per hour. ABDOO124769 Georgia Gulf Aberdeen. Mississippi 681 Silo Baghouse Particulate Emissions Test Summary June 13, 2001 Test No. Time; Stack Temperature Fahrenheit 1 1330-1500 2 1520-1645 3 0840-1000 Average N/A 106.9 104.4 77.3 96.2 Stack Moisture, % 1.0 1.6 0.9 1.2 Oxygen Concentration, % 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration 0.0 0.0 0.0 0.0 % Stack Gas Fiow ACFM 760.8 764.1 713.3 746.0 Stack Gas Flow DSCFM Particulate Concentration at Standard Conditions, Grains/Ft3 Particulate Emissions lbs per hour 703.7 0.0010 0.006 706.0 695.0 701.6 Ii |f 0.0036 0.0015 0.0020 i1 0.022 0.009 0.012 ABDOO124770 Georgia Gulf Aberdeen, Mississippi 682 Silo Baghouse Particulate Emissions Test Summary June 12. 2001 Test No. Time; Stack Temperature Fahrenheit 1 1510-1700 2 1715-1835 3 1855-2015 Average N/A 111.9 109.6 101.5 107.7 Stack Moisture, % 1.1 0.8 0.9 0.9 Oxygen Concentration, O/0/ 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Flow ACFM 946.3 919.4 913.3 926.3 Stack Gas Flow DSCFM Particulate Concentration at Standard Conditions, Grains/Ft3 Particulate Emissions lbs per hour 861.4 843.1 848.3 850.9 0.0015 0.0018 0.0024 0.0019 0.011 0.013 0.017 0.014 ABDOO124771 Georgia Gulf Aberdeen, Mississippi 683 Silo Baghouse Particulate Emissions Test Summary June 13, 2001 Test No. Time; Stack Temperature Fahrenheit 1 0805-0930 2 1000-1130 3 1200-1315 Average N/A 100.2 105.3 99.1 101.5 Stack Moisture, % Oxygen Concentration, % 1.9 21.0 1.2 21.0 1.0 21.0 1.4 -- 21.0 Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Fiow ACFM Stack Gas Flow DSCFM Particulate Concentration at Standard Conditions. Grains/Ft3 Particulate Emissions lbs per hour 818.9 760.2 839.2 830.5 829.5 -- 777.0 779.5 772.2 0.0019 0.0010 0.0014 0.0014 0.012 0.007 0.009 0.009 ABDOO124772 Georgia Gulf Aberdeen, Mississippi 684 Silo Baghouse Particulate Emissions Test Summary June 12,2001 Test No. Time; Stack Temperature Fahrenheit 1 0910-1045 2| 3 1105-1225 1330-1500 Average N/A 105.4 106.4 108.8 106.9 Stack Moisture, % 0.9 0.8 0.9 0.9 Oxygen Concentration, % 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Flow ACFM 988.7 1,008.9 972.9 990.2 Stack Gas Flow DSCFM Particulate Concentration at Standard Conditions, Grains/Ft3 Particulate Emissions lbs per hour 912.2 0.0022 930.0 | 892.1 i | 0.0014 0.0018 911.4 0.0018 0.017 0.011 0.014 0.014 i| \ ABDOO124773 Georgia Gulf Aberdeen, Mississippi 685 Silo Baghouse Particulate Emissions Test Summary June 12, 2001 Test No. Time; Stack Temperature Fahrenheit |1 0952-1130 2 1159-1320 3 0820-0935 Average N/A 110.3 106.9 104.0 107.0 Stack Moisture, % 1.8 1.5 1.2 1.5 Oxygen Concentration, % 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Flow ACFM 1,918 1,622 1,927 1,822 Stack Gas Flow DSCFM Particulate Concentration at Standard Conditions, Grains/Ft3 Particulate Emissions lbs per hour 1,737 0.0049 0.073 1,482 j 1,784 1,668 I 0.0033 ! 0.0055 0.0046 1| 1i 0.042 i 0.084 0.067 1j il ABDOO124774 Georgia Gulf Aberdeen, Mississippi 686 Silo Baghouse Particulate Emissions Test Summary June 12, 2001 Test No. Time; Stack Temperature Fahrenheit 1 1525-1640 2 1700-1825 3 j Average 1845-2005 N/A 110.3 111.4 100.4 107.4 Stack Moisture, % 1.4 1.4 1.6 1.5 Oxygen Concentration, % 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Flow ACFM 696.1 697.4 681.3 691.6 Stack Gas Flow DSCFM Particulate Concentration at Standard Conditions, Grains/Ft3 Particulate Emissions lbs per hour 633.5 633.4 629.6 632.2 0.0031 0.0072 0.0058 0.0053 0.017 0.039 0.031 0.029 ABDOO124775 Georgia Gulf Aberdeen. Mississippi 689 Silo Baghouse Particulate Emissions Test Summary June 13.2001 Test No. Time; Stack Temperature Fahrenheit 1 1135-1300 23 1333-1447 1 1511-1630 Average N/A 98.8 97.0 97.9 97.9 Stack Moisture, % 1.7 1.5 1.2 1.4 Oxygen Concentration, % 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Fiow ACFM 555.2 615.3 650.6 607.1 Stack Gas Flow DSCFM 517.8 Particulate Concentration at Standard Conditions, Grains/Ft3 0.0065 Particulate Emissions l.b, s per h, our j \ .Q u. U29 1 i 576.8 i 610.4 i i 0.0095 i 0.0024 | 568.3 0.0062 0.047 0.013 0.030 ABDOO124776 Georgia Gulf Aberdeen, Mississippi 690 Silo Baghouse Particulate Emissions Test Summary June 14, 2001 Test No. Time: Stack Temperature Fahrenheit 1 0856-1020 2 !i 3 1045-1200 1225-1340 Average N/A 88.6 83.3 93.1 88.3 Stack Moisture, % 1.3 1.8 1.8 1.6 Oxygen Concentration, OS /o 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Fiow ACFM 656.5 614.1 636.7 635.8 Stack Gas Flow DSCFM 624.3 Particulate Concentration at Standard Conditions, Grains/Ft3 j \ 0.0035 j Particulate Emissions lbs per hour 0.019 586.9 0.0027 0.013 597.5 602.9 0.0018 0.0026 oo f* 0.009 ABDOO124777 Georgia Gulf Aberdeen, Mississippi 691 Silo Baghouse Particulate Emissions Test Summary June 14.2001 Test No. Time; Stack Temperature Fahrenheit \1 1115-1230 2 3 \ Average 1255-1415 \ 1435-1600 j N/A 79.5 104.3 105.3 96.4 Stack Moisture, % 0.8 1.0 0.8 0.9 Oxygen Concentration, % 21.0 21.0 21.0 21.0 I Carbon Dioxide Concentration % 0.0 0.0 0.0 0.0 Stack Gas Flow ACFM 704.0 733.1 738.0 725.0 Stack Gas Ffow DSCFM Particulate Concentration at Standard Conditions, Grains/Ft3 Particulate Emissions lbs per hour 684.3 0.0016 679.4 684.3 i i 0.0021 0.0021 682.7 0.0019 0.009 0.012 0.012 0.011 i ABDOO124778 Georgia Gulf Aberdeen, Mississippi AC-009 Lead System Emissions Test Summary June 11,2001 Test No. Time; Stack Temperature Fahrenheit 1 1355-1500 2 1543-1650 3 1720-1825 Average N/A 98.3 99.0 97.3 98.2 Stack Moisture, % 1.3 2.8 2.5 2.2 Oxygen Concentration, % 21.0 21.0 21.0 21.0 Carbon Dioxide Concentration O/ 0.0 0.0 0.0 0.0 so Stack Gas Flow ACFM 314.3 315.8 299.2 309.8 Stack Gas Fiow DSCFM 295.4 292.1 278.3 288.6 Lead Concentration, ppm 0.0060 0.0043 0.0044 0.0049 Lead Emissions lbs per hour 0.00006 0.00004 0.00004 0.00005 ABDOO124779 2.0 Detailed Test Results ABDOO124780 ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 35023 Client: Georgia Gulf Source: Silo No. 681 PARTICULATE EMISSIONS CALCULATIONS Job No.: 21126 Data Input By: Tim Draheim ' INPUT OATA Run Number Date Time Beaan-Ended Samolino Time. Minutes Stack Area. Souare Feet Barometric Pressure, inches of mercury Stack Pressure. Inches of mercury Pitot Tube Correction factor Meter Correction Factor Nozzle Diameter. Inches Meter Volume. Cubic feet Meter Temperature. Deorees F Ava. Orifice Delta H. Inches of Water Volume H20 Collected. MilULiters C02 Concentration. Percent 02 Concentration. Percent Avq. So. Rt. of Delta P, Inches of Water Stack Temperature, Decrees F Total particulate collected, grams 2 6-13-2001 6-1 3-2001 1330-1500 1520-1645 72 72 0.785 0.785 30.05 30.05 30.04 30.04 0.84 0.84 1.001 1.001 0.375 0.375 51.390 48.640 101.5 98.2 1.58 1.59 10.9 16.0 0.0 0.0 21.0 21.0 0.2778 0.2791 106.9 104.4 0.0031 0.0108 CALCULATED DATA Standard Meter Volume. Cubic Feet Standard Water Volume. Cubic Feet Moisture Fraction Molecular Weiaht Of Stack Cas Density Of Stack Gas Averaae Stack Cas Velocity, Feet/Second Stack Cas Flow Stack Conditions. ACFM Stack Cas Flow < Standard Conditions, DSCFM Isokinetic Samolinq Rate, Percent Particulate concentration <a> Std.Cond..Crains/Cu.Ft. Particulate emissions, lbs per hour 48.751 0.513 0.010 28.727 0.0697 16.152 760.8 703.7 98.49 0.0010 0.006 46-419 0.753 0.016 28.667 0.0699 16.223 764.1 706.0 93.48 0.0036 0.022 3 6-14-2001 840-1000 72 0.785 29.97 29.96 0.84 1.001 0.375 48.840 71.5 1.46 9.7 0.0 21.0 0.2670 77.3 0.0047 AVERAGE v * / /' $<* * > 72 30.02 30.01 Mu IHMHH 49.623 90.4 1.55 12.2 0.0 21.0 0.2746 96.2 0.0062 48.803 0.457 0.009 28.740 0.0734 15.144 713.3 695.0 99.83 0.0015 0.009 47.991 0.574 0.012 28.711 0.0710 15.840 746.0 701.6 97.27 0.0020 0.012 ' ' ; ' . ABDOO124781 5NTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 35023 .. ' . ' . PARTICULATE EMISSIONS CALCULATIONS . Client: Georgia Gulf Job No.: 21126 Source: Siio No. 682 Data Input By: Tim Draheim ',yj.;.v.w &!>##.! v vX'ttW;; >X-Sx-v*Ivfw >' :w ^v&3*:*: # $<:+<<>y,<&?:::>>/.^:-r^x:>:>*< Run Number w^'!*'*>**v>>:Wvv ^vvXy.'X'k;0?!> 'Y !y->'0 ftyXv-r'C'X'X^Xv?'VyV,VS,'V.yZ's`.'j'SS.y/:'%yS/.' :*:<v!>!jjyWxc;';.vy/ INPUT DATA x&:**>>:v >;::;::::&* x:w:;:x $xxx><'&$&. xxx>?v&vsZvZv, |#Xy 3 1 AVtRAGE 2 Date 6-12-2001 6-12-2001 6-12-2001 Time Beqan-Ended 1510-1700 1715-1835 1855-2015 SamDlino Time. Minutes 72 72 72 72 Stack Area. Sauare Feet 0.785 0.785 0.785 Barometric Pressure, inches of mercury 29.86 29.86 29.86 29.86 Stack Pressure, inches of mercury 29.84 29-84 29.84 29.84 Pitot Tube Correction factor 0.84 0.84 0.84 Meter Correction Factor 1.001 1.001 1.001 Nozzle Diameter. Inches 0.375 0.375 0.375 Meter Volume, Cubic feet 64.510 61.170 60.450 62.043 Meter Temperature. Deqrees F 110.2 120.6 103.9 111.5 Ava. Orifice Delta H. Inches of Water 2.38 2.26 2.26 2.30 Volume H20 Collected. MilliLiters 14.2 9-3 11.0 11.5 C02 Concentration. Percent 0.0 0.0 0.0 0.0 02 Concentration, Percent 21.0 21.0 21.0 21.0 Avq. Sa. Rt. of Delta P. Inches of Water 0.3429 0.3336 0.3337 0.3367 Stack Temperature, Deqrees F 111.9 109.6 101.5 107.7 Total particulate collected, qrams 0.0057 0.0064 0.0087 0.0069 CALCULATED DATA , Standard Meter Volume, Cubic Feet 60.001 55.860 56.840 57.567 Standard Water Volume, Cubic Feet 0.668 0.438 0.518 0.541 Moisture Fraction 0.011 0.008 0.009 0.009 Molecular Weiqht Of Stack Gas 28.721 28.756 28.742 28.739 Density Of Stack Gas 0.0686 0.0690 0.0700 0.0692 Averaqe Stack Gas Velocity, Feet/Second 20.091 19.521 19.390 19.667 Stack Gas Flow < Stack Conditions. ACFM 946.3 919.4 91 3.3 926.3 Stack Gas Flow < Standard Conditions. DSCFM 861.4 843.1 848.3 850.9 Isokinetic Samplina Rate. Percent 99.03 94.20 95.26 96.17 Particulate concentration < Std.Cond..Crains/Cu.Ft. Particulate emissions, lbs per hour 0.0015 0.011 0.0018 0.013 0.0024 0.017 0.0019 0.014 ABDOO124782 ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 35023 PARTICULATE EMISSIONS CALCULATIONS Client: Georgia Gulf Source: Siio No. 683 Job No.: 21126 Data Input By: Tim Draheim ,' Run Number Date Time Beqan-Ended Sampiinq Time. Minutes Stack Area. Square Feet Barometric Pressure. Inches of mercury Stack Pressure, Inches of mercury Pitot Tube Correction factor Meter Correction Factor Nozzle Diameter. Inches Meter Volume, Cubic feet Meter Temperature. Dearees F Ava. Orifice Delta H, Inches of Water Volume H20 Collected, MilliLiters C02 Concentration. Percent 02 Concentration, Percent Ava. Sa. Rt. of Delta P. Inches of Water Stack Temperature. Deqrees F Total Darticulate collected, arams INPUT DATA 12 6/13/01 6/13/01 0805*0930 1000-1130 72 72 0.785 0.785 30.05 30.05 30.04 30.04 0.84 0.84 1.001 1.001 0.375 0.375 53.070 52.800 87.1 95.5 1.83 1.90 20.9 13.5 0.0 0.0 21.0 0.300 21.0 0.306 100.2 105.3 0.0063 0.0034 CALCULATED DATA Standard Meter Volume. Cubic Feet Standard Water Volume. Cubic Feet Moisture Fraction Molecular Weioht Of Stack Cas Density Of Stack Cas Averaae Stack Cas Velocity, Feet/Second Stack Cas Flow < Stack Conditions, ACFM Stack Cas Flow Standard Conditions, DSCFM Isokinetic Samoiinq Rate, Percent Particulate concentration @ Std.Cond.,Grains/Cu.Ft. Particulate emissions, lbs per hour 51.704 0.984 0.019 28.638 0.0703 17.387 818.9 760.2 96.70 0.0019 0.012 50.667 0.635 0.012 28.706 0.0699 57.818 839.2 777,0 92.71 0.0010 0.007 3 6/13/01 1200-1315 72 0.785 30.05 30.04 0.84 1.001 0.375 54.780 99.5 1.89 10.9 0.0 21.0 0.305 99.1 0.0047 52.193 0.513 0.010 28.734 0.0707 17.632 830.5 779.5 95.20 0.0014 0.009 ' - 72 30.05 30 04 53.550 94.0 1.87 15.1 0.0 21.0 0.30 101.5 0.0048 51.522 0.711 0.014 28.693 0.0703 17.612 829.5 772.2 94.87 0.001 4 0.009 ABDOO124783 ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 35023 - , , . -4. v;/ . PARTICULATE EMISSIONS CALCULATIONS Client: Georgia Gulf Source: Silo No. 684 Job No.: 21126 Data Input By: Tim Draheim * ' Run Number Date Time Beaan-Ended SamDlina Time. Minutes Stack Area. Sauare Feet Barometric Pressure, inches of mercury Stack Pressure. Inches of mercury Pitot Tube Correction factor Meter Correction Factor Nozzle Diameter. Inches Meter Volume. Cubic feet Meter Temperature. Deqrees F Avq. Orifice Delta H. Inches of Water Volume H20 Collected. MilliLiters C02 Concentration. Percent 02 Concentration. Percent Avq. So. Rt. of Delta P, Inches of Water Stack Temoerature. Deqrees F Total Darticulate collected, qrams ' **^ " -.v, Standard Meter Volume. Cubic Feet Standard Water Volume, Cubic Feet Moisture Fraction Molecular Weiqht Of Stack Gas Density Of Stack Gas Averaqe Stack Gas Velocity, Feet/Second Stack Gas Flow <> Stack Conditions. ACFM Stack Gas Flow <?' Standard Conditions. DSCFM Isokinetic Samolinq Rate, Percent Particulate concentration @ Std.Cond.,Grains/Cu.Ft. Particulate emissions, lbs per hour INPUT DATA f' ' i 1 06/12/01 910-1045 72 0.785 29.86 29.84 0.84 2 06/12/01 1105-1225 72 0.785 29.86 29.84 0.84 1.001 0.375 64.030 94.1 2.67 11.8 1.001 0.375 64.130 99.1 2.75 10.7 0.0 0.0 21.0 0.3604 105.4 0.0086 CALCULATED DATA 21.0 0.3671 106.4 0.0054 ^ : 61.330 0.555 0.009 28.743 0.0695 20.991 988.7 912.2 95.59 0.0022 0.017 60.887 0.504 0.008 28.751 0.0694 21.420 1,008.9 930.0 93.09 0.0014 0.011 - y% 3 06/12/01 1330-1500 72 0.785 29.86 29.84 0.84 1.001 0.375 63.820 104.4 2.54 11.7 0.0 21.0 0.3532 108.8 0.0069 ,' 59.989 0.551 0.009 28.741 0.0691 20.657 972.9 892.1 95.60 0.0018 0.014 . - j. AVERAGE fh > - ^ ' ' `v 4 72 29.86 29.84 -4-- -vj* 63.993 99.2 2.65 11.4 0.0 21.0 0.3603 106.9 0.0070 . .: 1 --s 60.735 0.537 0.009 28.745 0.0693 21.023 990.2 911.4 94.76 0.0018 0.014 ABDOO124784 ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 35023 -' - PARTICULATE EMISSIONS CALCULATIONS .. - - Client: Georgia Gulf Job No.: 21126 Source: Silo No. 685 Data Input By: Tim Draheim 'v v'- . r; ' ' ' '*->*' V,/ .... T. INPUT DATA "' /. Run Number 2 Date 6/12/01 6/12/01 Time Beaan-Ended 0952-1130 11 59-1320 SamDlina Time. Minutes Stack Area. Sauare Feet 72 0.785 72 0.785 Barometric Pressure. Inches of mercury 29.86 29.86 Stack Pressure. Inches of mercury Pitot Tube Correction factor 29.81 0.84 29.82 0.84 Meter Correction Factor Nozzle Diameter. Inches 1.008 0.254 1.008 0.254 Meter Volume. Cubic feet Meter Temperature, Deqrees F Ava. Orifice Delta H. Inches of Water 56.465 94.9 2.22 48.671 97.4 1.60 Volume H20 Collected. MilliLiters 21.1 15.0 C02 Concentration, Percent 02 Concentration. Percent 0.0 21.0 0.0 21.0 Avq. So. Rt. of Delta P. Inches of Water Stack TemoeratuTe. Decrees F Total particulate collected, arams .'S-; .';VV .. ' 0.6949 110.3 0.0174 "/ - ' CALCULATED DATA 0.5889 106.9 0.0101 - '* 3 6/13/01 0820-935 72 0.785 30.05 29.98 0.84 1.008 0.254 56.777 86.3 2.15 15.0 0.0 21.0 0.7037 104.0 0.0200 ... Standard Meter Volume. Cubic Feet Standard Water Volume. Cubic Feet Moisture Fraction Molecular Weiaht Of Stack Gas Density Of Stack Gas Averaqe Stack Gas Velocity. Feet/Second Stack Gas Flow @ Stack Conditions. ACFM Stack Gas Flow (S> Standard Conditions. DSCFM Isokinetic Samolino Rate. Percent Particulate concentration <> Std.Cond..Grain$/Cu.Ft. Particulate emissions, lbs per hour 54.319 0.993 0.018 28.645 0.0686 40.732 1.918 1.737 96.90 0.0049 0.073 46.545 0.706 0.015 28.678 0.0691 34.430 1,622 1,482 97.32 0.0033 0.042 55.830 0.706 0.012 28.705 0.0699 40.911 1.927 1.784 96.96 0.0055 0.084 AVERAGE .*' - " : r Vt* 72 T- 29.92 29.87 53.971 92.9 1.99 17.0 0.0 21.0 0.6625 107.1 0.0158 52.231 0.802 0.015 28.676 0.0692 38.691 1.822 1.668 97.06 0.0046 0.067 .-'V' Client: Georgia Gulf ABDOO124785 ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 35023 . PARTICULATE EMISSIONS CALCULATIONS `. Job No.: 21126 Source: Silo No. 686 Data Input By: Tim Draheim - 'V. Run Number Date Time Beaan-Ended SamDlino Time. Minutes Stack Area. Square Feet Barometric Pressure. Inches of mercury Stack Pressure, Inches of mercury Pitot Tube Correction factor Meter Correction Factor Nozzle Diameter. Inches Meter Volume, Cubic feet Meter Temoerature. Decrees F Ava. Orifice Delta H. Inches of Water Volume H20 Collected. MilliLiters C02 Concentration. Percent 02 Concentration, Percent Ava. Sa. Rt. of Delta P, Inches of Water Stack Temperature, Degrees F Total oarticulate collected, qrams Standard Meter Volume, Cubic Feet Standard Water Volume, Cubic Feet Moisture Fraction Moiecular Weiaht Of Stack Gas Density Of Stack Gas Averaae Stack Gas Velocity. Feet/Second Stack Gas Flow @ Stack Conditions. ACFM Stack Gas Flow Standard Conditions, DSCFM Isokinetic Samolina Rate, Percent Particulate concentration # Std.Cond.,Grains/Cu.Ft. Particulate emissions, lbs per hour INPUT DATA : -. 2 6/12/01 6/12/01 1525-1640 1700-1825 72 72 0.785 0.785 29.86 29.86 29.85 29.85 0.84 0.84 1.008 1.008 0.370 44.280 0.370 43.836 98.8 99.7 1.24 1.24 13.0 13.0 0.0 0.0 21.0 21.0 0.2525 0.2524 110.3 111.4 0.0085 0.01 94 CALCULATED DATA 42.204 0.612 0.014 28.685 0.0688 14.780 696.1 633.5 97.29 0.0031 0.017 41.709 0.612 0.014 28.683 0.0686 14.808 697.4 633.4 96.17 0.0072 0.039 3 6/12/01 1845-2005 72 0.785 29.86 29.85 0.84 1.008 0.370 43.857 93.4 1.21 15.0 0.0 21.0 0.2489 100.4 0.0158 42.200 0.706 0.016 28.662 0.0699 14.466 681.3 629.6 97.89 0.0058 0.031 - AVERAGE -T ^ 72 29.86 29.85 43.991 97.3 1.23 13.7 0.0 21.0 0.2513 107.4 0.0146 42.038 0.643 0.015 28.677 0.0691 14.684 691.6 632.2 97.11 0.0053 0.029 ABDOO124786 ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 3S023 . PARTICULATE EMISSIONS CALCULATIONS Client: Georgia Gulf Job No.: 21126 Source: Silo No. 689 Data Input By: Tim Draheim INPUT DATA Run Number Date Time Beqan-Ended SamDlina Time. Minutes Stack Area, Square Feet Barometric Pressure, Inches of mercury Stack Pressure, Inches of mercury Pitot Tube Correction factor Meter Correction Factor Nozzle Diameter, Inches Meter Volume, Cubic feet Meter Temperature. Deqrees F Avq. Orifice Delta H, Inches ofWater Volume H20 Collected, MUUUters C02 Concentration, Percent 02 Concentration. Percent Avq. Sa. Rt. of Delta P. Inches ofWater Stack Temperature. Deqrees F Total particulate collected, qrams 2 6-13-2001 6-1 3-2001 1135-1300 1333-1447 72 72 0.785 0.785 30.05 30.05 30.04 30.04 0.84 0.84 1.008 1.008 0.440 0.440 48.734 55.728 92.4 93.9 1.69 2.05 17.0 17.0 0.0 0.0 21.0 21.0 0.2040 0.2263 98.8 97.0 0.0200 0.0335 CALCULATED DATA Standard Meter Volume. Cubic Feet Standard Water Volume. Cubic Feet Moisture Fraction Molecular Weiqht Of Stack Cas Density Of Stack Cas Averaqe Stack Cas Velocity, Feet/Second Stack Cas Flow <> Stack Conditions. ACFM Stack Cas Flow ( Standard Conditions. DSCFM Isokinetic Samplinq Rate, Percent Particulate concentration Std.Cond..Grains/Cu.Ft. Particulate emissions, lbs per hour 47.331 0.800 0.017 28.660 0.0706 11.788 555.2 51 7.8 94.41 0.0065 0.029 54.029 0.800 0.015 28.682 0.0709 13.065 615.3 576.8 96.73 0.0095 0.047 3 I-"""" 6-1 3-2001 151 1-1630 72 0.785 30.05 30.04 0.84 1.008 0.440 58.347 91.1 2.28 15.0 0.0 21.0 0.2391 97.9 0.0089 , /' " 72 V; ' / 30.05 30.04 *J 54.270 92.5 2.01 16.3 0.0 21.0 0.2231 97.9 0.0208 56.886 0.706 0.012 28.707 0.0708 13.813 650.6 610.4 96.25 0.0024 0.013 52.749 0.769 0.014 28.683 0.0707 12.889 607.1 568.3 95.80 0.0062 0.030 ABDOO124787 ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown, Alabama 35023 PARTICULATE EMISSIONS CALCULATIONS Client: Georgia Gulf Job No.: 21126 Source: Silo No. 690 Data Input By: Tim Draheim . ... ' .. ' .i INPUT DATA .' Run Number 1 23 Date 6/14/01 6/14/01 6/14/01 Time Beoan-Ended 0856-1020 1045-1200 1225-1340 SamDlina Time. Minutes 72 72 72 Stack Area, Square Feet 0.785 0.785 0.785 Barometric Pressure. Inches of mercury 29.97 29.97 29.97 Stack Pressure, Inches of mercury 29.96 29.96 29.96 Pitot Tube Correction factor 0.84 0.84 0.84 Meter Correction Factor 1.008 1.008 1.008 Nozzle Diameter. Inches 0.440 0.440 0.440 Meter Volume, Cubic feet 58.407 56.067 57.851 MeterTemperature. Decrees F 86.0 85.2 89.8 Avq. Orifice Delta H. Inches of Water 2.45 2.15 2.25 Volume H20 Collected, MilliLiters 16.0 21.0 22.0 C02 Concentration. Percent 0.0 0.0 0.0 02 Concentration, Percent 21.0 21.0 21.0 Avq. Sa. Rt. of Delta P, Inches of Water 0.243 0.228 0.235 Stack Temperature. Dearees F 88.6 83.3 93.1 Total particulate collected, qrams . . . 0.0129 ' ' ' CALCULATED DATA 0.0095 0.0065 . , Standard Meter Volume. Cubic Feet 57.344 55.094 56.379 Standard Water Volume. Cubic Feet 0.753 0.988 1.036 Moisture Fraction 0.013 0.018 0.018 Molecular Weiaht Of Stack Gas 28.699 28.649 28.644 Density Of Stack Gas 0.0718 0.0724 0.0711 Averaqe Stack Gas Velocity. Feet/Second 13.939 13.038 13.519 Stack Gas Flow <& Stack Conditions. ACFM 656.5 614.1 636.7 Stack Gas Flow < Standard Conditions. DSCFM 624.3 586.9 597.5 Isokinetic Samplinq Rate. Percent 94.86 96.95 97.45 Particulate concentration Std.Cond..Grains/Cu.Ft. 0.0035 0.0027 0.0018 Particulate emissions, lbs per hour 0.019 0.013 0.009 AVERAGE ' ' ''* 72 29.97 29.96 ", 4* / ' ' ' 5^ ' 57.442 87.0 2.28 19.7 0.0 21.0 0.24 88.3 0.0096 . * 56.272 0.926 0.016 28.664 0.0717 13.499 635.8 602.9 96.42 0.0026 0.014 > ABDOO124788 ENTEC Services, Inc. 25 Commerce Ave. Suite 504-Hueytown, Alabama 35023 PARTICULATE EMISSIONS CALCULATIONS Client: Georgia Gulf Job No.: 21126 Source: Silo No. 691 Data Input By: Tim Draheim - Run Number Date Time Beqan-Ended Samplinq Time. Minutes Stack Area. Sauare Feet Barometric Pressure. Inches of mercury Stack Pressure. Inches of mercury Pitot Tube Correction factor Meter Correction Factor Nozzle Diameter. Inches Meter Volume. Cubic feet Meter Temperature. Deqrees F Ava. Orifice Delta H, Inches of Water Volume H20 Collected. MilliLiters C02 Concentration, Percent 02 Concentration, Percent Avq. Sq. Rt. of Delta P, Inches of Water Stack Temperature. Deqrees F Total particulate collected, arams - INPUT DATA 1 6/14/01 2 6/14/01 1115-1230 1255-1415 72 72 0.785 0.785 29.97 29.97 29.96 29.96 0.84 0.84 1.001 1.001 0.375 0.375 50.060 47.870 83.5 95.1 1.42 1.44 8.0 0.0 21.0 10.2 0.0 21.0 0.2633 0.2677 79.5 104.3 0.0051 0.0063 CALCULATED DATA ------ -- 3 6/14/01 1435-1600 72 0.785 29.97 29.96 0.84 1.001 0.375 52.130 104.1 1.49 8.5 0.0 21.0 0.2693 105.3 0.0067 .` 72 29.97 29.96 50.020 94.2 1.45 8.9 0.0 21.0 0.2668 96.4 0.0060 's Standard Meter Volume, Cubic Feet Standard Water Volume. Cubic Feet Moisture Fraction Molecular Weiqht Of Stack Cas Density Of Stack Gas Averaqe Stack. Gas Velocity. Feet/Second Stack Gas Flow @ Stack Conditions, ACFM Stack Gas Flow @ Standard Conditions, DSCFM Isokinetic Samplinq Rate, Percent Particulate concentration < Std.Cond..Grains/Cu.Ft. Particulate emissions, lbs per hour 48.915 0.377 0.008 28.757 0.0732 14.946 704.0 684.3 101.62 0.0016 0.009 45.799 0.480 0.010 28.728 0.0699 15.564 733.1 679.4 95.84 0.0021 0.012 49.083 0.400 0.008 28.752 0.0698 15.669 738.0 684.3 101.98 0.0021 0.012 47.932 0.419 0.009 28.746 0.0709 15.393 725.0 682.7 99.81 0.0019 o.on ABDOO124789 ... ... ENTEC Services, Inc. 25 Commerce Ave. Suite 104-Hueytown. Alabama 35023 ~ ' ' ' k.', . PARTICULATE EMISSIONS CALCULATIONS ' '' " * ; 1' ' ' ' - .. : Client: Georgia Gulf Job No.: 21126 Source: AC-009 Lead System Data Input By: Tim Draheim - -V . ' ..vV . Run Number Date Time Beoan-Ended SamDlina Time. Minutes Stack Area. Sauare Feet Barometric Pressure. Inches of mercurv Stack Pressure. Inches of mercury Pitot Tube Correction factor Meter Correction Factor Nozzle Diameter. Inches Meter Volume. Cubic feet Meter Temoerature. Dearees F Avq. Orifice Delta H. Inches of Water Volume H20 Collected. MilliUters C02 Concentration. Percent 02 Concentration. Percent Ava. Sa. Ri. of Delta P. Inches of Water Stack Temoerature. Dearees F Total Lead collected, microarams `I ' ~ S *-> vJ V# ` . , < INPUT DATA :v . . ,,, ; . /i-iV :r;- 2 3 AVERAGE 6/11/01 1355-1500 6/11/01 1 543-1650 6/11/01 1720-1825 * ^7*** 60 0.348 60 0.348 60 0.348 60 30.15 30.15 30.15 30.15 30.15 30.15 30.15 30.15 0.84 0.84 0.84 1.008 1.008 1.008 0.375 0.375 0.37S 39.021 39.214 - 37.209 38.481 89.3 90.3 89.8 89.8 1.46 1.46 1.32 1.41 11.0 23.3 20.0 18.1 0.0 0.0 0.0 0.0 21.0 21.0 21.0 21.0 0.261 0.261 0.248 0.26 98.3 99.0 97.3 98.2 57.02 40.36 'V-'-: . V-- CALCULATED DATA 39.60 45.66 '-'I'' -..-..as.-' 1 Standard Meter Volume. Cubic Feet Standard Water Volume. Cubic Feet Moisture Fraction Molecular Weiqbt Of Stack Gas Density Of Stack Gas Averaae Stack Gas Velocity. Feet/Second Stack Gas Flow < Stack Conditions. ACFM Stack Gas Flow @ Standard Conditions. DSCFM Isokinetic Samoiinq Rate. Percent Lead concentration, oom Lead emissions, lbs per hour 38.217 0.518 0.013 28.695 0.0710 15.054 314.3 295.4 97.84 0.0061 0.00006 38.342 1.097 0.028 28.539 0.0705 15.123 315.8 292.1 99.29 0.0043 0.00004 36.399 0.941 0.025 28.567 0.0708 14.329 299.2 278.3 98.92 0.0045 0.00004 37.652 0.852 0.022 28.600 0.0708 14.835 309.8 288.6 98.68 0.0050 0.00005 Allowable Emission Limits by MDEQ = 0.11 lbs per hour ABDOO124790 Appendix A Test Procedures ABDOO124791 Procedures The particulate emission rates were determined using EPA Methods 1-5, and 12 of the CFR Title 40, Part 60, Appendix A. The calibration and quality assurance procedures of EPA CFR 40 Part 60 Appendix A Methods 1-5, and 12 of the ''Quality Assurance Handbook for Air Pollution Measurement System" Volume III Stationary Source-Specific Methods were followed throughout the duration of the field and laboratory testing. The most current revision of each method (as described in the Federal Register) was used. Stack Gas Volumetric Flow Due to low velocity pressures of the flue gas, the velocity of the gas stream was determined according to EPA Reference Method 1 and 2 by reading the instantaneous velocity head with an Airdata Multimeter electronic micro-manometer at each sampling point with a calibrated S-type pitot tube attached adjacent to the sample nozzle. The stack pressure was measured with the static side of an S-type pitot tube. A calibrated pyrometer was used to measure stack temperature at each sampling point. The stack was tested for cyclonic flow according to EPA Reference Method 1. Stack Gas Molecular Weight The carbon dioxide, carbon monoxide and oxygen concentrations was determined using EPA Reference Method 3. An integrated sample of the flue gas was extracted from the gas stream during each particulate test run at a constant flow rate and collected in a 7.5-liter tedlar bag. The bags were then returned to the laboratory and analyzed by Fyrite analysis. Standard commercially prepared solutions were used in the Fyrite analyzer. The molecular weight of the gas was calculated using the moisture, oxygen, carbon monoxide and carbon dioxide content and the measured stack gas temperature. ABDOO124792 The tedlar bags used for collecting the gas samples were verified to be leak free prior to collecting the bag samples. The Fyrite sampling system was also verified to be leak free prior to the analysis. Moisture Content The moisture content used for calculating the gas stream flow rate was determined by measuring the amount of condensed moisture in the stainless steel condenser of the sampling train as described in EPA Reference Method 4 at the completion of each test. The moisture collection system consists of one stainless steel impinger, with an silica gel column attached to the condenser outlet. The stainless steel impinger is loaded with 100 ml of deionized water and the drying column is loaded with fresh silica gel. Ice is placed around the condenser to maintain a temperature <68 F. The outlet temperature of the condenser is monitored and recorded throughout the duration of the testing to verify the temperature is below <68 F. Particulate Loading The particulate sample train consists of a heated stainless steel sample probe and liner equipped with a S-type pitot tube and thermocouple. The probe is attached to a sample module consisting of a heated filter compartment which houses the in-line filter holder equipped with a pre-weighed glass fiber filter for the collection of the particulate. The sample module is connected to a control module by means of an umbilical cord, which is connected to a stainless steel condenser for the collection of the condensed moisture. The control module consist of a dry gas meter, calibrated orifice, leak free pump, two inclined manometers, temperature controllers for the heated filter compartment and probe and a thermocouple indicator to monitor the required temperatures during the testing. Particulate samples are collected as follows: The sample gas is drawn through the sampling probe isokinetically and passed through a 3-inch Whartman glass fiber filter ABDOO124793 Particulate samples are collected as follows: The sample gas is drawn through the sampling probe isokinetically and passed through a 3-inch Whartman glass fiber filter where particulates are removed. The sample gas is pulled through the umbilical line and through an ice-cooled condenser and desiccant-packed column, which absorbs any remaining moisture. The sample gas then passes through a vacuum pump followed by a dry gas meter. The dry gas meter integrates the sample gas flow throughout the duration of the test. A calibrated orifice attached to the outlet of the dry gas meter provides real time flow rate data. A representative particulate sample is acquired by sampling for equal periods of time at the centroid of a number of equal area regions in the exhaust stack. The sampling rate is adjusted at each test point maintaining an isokinetic sampling condition. After the sampling is complete, the filter is removed and placed in a storage container for shipment back to the laboratory for analysis. The nozzle, probe liner and inlet side of the filter holder are quantively washed with a pure grade acetone and stored in a marked container. The samples are transferred back to the laboratory were they are logged in and analyzed. The volume of acetone rinse is noted and transferred to a tarred fleaker and evaporated off at 97-105 F. This temperature is used to prevent condensation of atmospheric moisture due to the cooling effects induced by the evaporating acetone. The acetone-free sample is placed in an oven and dried at 105 C for thirty minutes and then placed in a dessicator. After the sample has desiccated for twenty-four hours the sample is weighed to the nearest 0.1 mg. The filter sample is transferred to the original petri dish in which the original weight was obtained and placed in a drying oven for 2 hours at 105 C. The filter and petri dish are then placed in a dessicator. After the filter and petri dish have desiccated for twenty-four hours the sample is weighed to the nearest 0.1 mg. Visual examination of the samples are made to determine if any unusual characteristics of the samples are observed. The weight of the acetone rinse is corrected for the weight of the acetone blank. ABDOO124794 Appendix B Field Data Sheets ABDOO124795 681 Silo Baghouse Field Data Sheets Client: Source: ABDOO124796 ENTEC Services, Inc. 25 Commerce Ave.-Suire 104-Hueytown, Alabama 35023 Georgia Gulf Silo No. 681 Date: Run No.: 6/13/2001 1 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.10 0.08 0.08 0.08 0.09 0.07 0.07 0.08 0.06 0.10 0.05 0.05 0.07 0.09 0.10 0.08 0.08 0.07 0.08 0.09 0.05 0.09 0.08 0.08 Sq. Rt. Delta P 0.3162 0.2828 0.2828 0.2828 0.3000 0.2646 0.2646 0.2828 0.2449 0.3162 0.2236 0.2236 0.2646 0.3000 0.3162 0.2828 0.2828 0.2646 0.2828 0.3000 0.2236 0.3000 0.2828 0.2828 Delta H 2.03 1.62 1.62 1.62 1.83 1.42 1.42 1.62 1.22 2.03 1.02 1.02 1.42 1.83 2.03 1.62 1.62 1.42 1.62 1.83 1.02 1.83 1.62 1.62 Tm In (*F) 100 101 101 102 101 103 103 105 104 ' 106 105 106 105 106 104 104 102 100 99 98 98 96 96 95 Tm Out (*F) 101 102 101 102 101 102 102 103 103 103 103 103 103 104 103 103 102 101 100 100 100 97 97 96 0.2778 1.58 10 .5 Ts CF) 109 110 112 113 112 112 113 112 112 114 113 113 111 112 108 105 104 100 99 98 97 96 95 95 106.9 ABDOO124797 , jj?0 53 <> ro O> _-- $52.^ zE" 26 Cl u> % _ i_ cc n -- U [I ~ >* o* 5VJ cc o*"? i- _ m f& <PQ'& HT ? M J Sfe 1^ ft% o <\ Ncv vr r *9$Vr V-r>. tx N 5$ rsj (0 <& t0 za ra CD CM N Q CM Ooo2 O g o 52 a = -t r S 3 "w o o cl > CL > ^ I %% jOr"*0 fs1^ N H <5 01 ^- VS 5^ \A *5- rrp Ose^^r t- csi m V) -:-= U3 C! 31 3 3) .2 a. = Vn o 2r^ Dre i O'- T3 ' ra c/5 cm rA _ " N ia> oo CD M J, --W = I? ra " \re--a* pr^-s cr^* ^ C\ _r~ r\J cc U_ .2 | g 6z CL 'JS rr*~* r*> p-* rr-*~ 5 > < frt -o o< 18 _M <^ 'S Oo 'Cj (n! &r Vs e^r- >&Ko v5 CM J v5 .tf sk O "= CN o7 '.0 iM r<A __0 sA ^\S 6 CL f^3 u 'S 'S' if m o- Ir 71 - I'M o U ** CL OC cr1^ cr \J C7 ui^jd ,-<ijr)j s (N a Piclil Holes: ABDOO124798 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35025 Client: Source: Georgia Gulf Silo No. 681 Date: Run No.: 6/13/2001 2 x^SS5 ^5S ^Si:S:*5 S--?: JSS^^^xSSSS:-S5!S5*^ <*S<* ^?iS:?S?? %:*^v^ S PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.10 0.08 0.08 0.07 0.06 0.08 0.09 0.08 0.08 0.07 0.07 0.05 0.07 0.09 0.10 0.08 0.06 0.09 0.08 0.08 0.08 0.07 0.09 0.08 Sq. Rt. Delta P 0.3162 0.2828 0.2828 0.2646 0.2449 0.2828 0.3000 0.2828 0.2828 0.2646 0.2646 0.2236 0.2646 0.3000 0.3162 0.2828 0.2449 0.3000 0.2828 0.2828 0.2828 0.2646 0.3000 0.2828 Delta H 2.03 1.62 1.62 1.42 1.22 1.62 1.83 1.62 1.62 1.42 1.42 1.02 1.42 1.83 2.03 1.62 1.22 1.83 1.62 1.62 1.62 1.42 1.83 1.62 Tm In (*F) 90 90 90 90 91 93 94 95 96 97 98 99 101 104 106 108 109 111 110 11 1 1 11 108 104 103 Tm Out (*F) 94 91 91 91 91 91 91 91 92 92 92 93 95 96 97 99 100 102 102 104 104 102 101 101 Ts C'F) 93 94 104 94 94 95 98 97 98 100 100 102 107 109 111 112 1 10 110 114 115 115 113 112 108 0.2791 1.59 98.2 104.4 ABDOO124799 ,, Is o o 5 <d 0 r c7 >r>a5o= --2r- --sre -- u rf re 2: .re r------- 2U Q_ [5> 55. _ jg J = "*= uVi\ re -- > re >i) 5" 20 ?6 CM CM Q CM 8~ g_ 0 w --15 =0 re -- --re ~ _i Cl > 8 o "5 0 >- gerc* 4 j3^ cf \ \ I'i I$l re Q roe 10 w ? 1 0& c* t-_'o-0- .2 _0 C S/\ tn i - . C Oo S- V. 5 -- r> y re c \d !?s> - O O (1! J3 = o ci a o ni2 z - ~ - % a: J) si w 0u 1 b 2O % CL O r>! " re CO --t ?U] 1$ 5 5 m 6 N ii * `3T 9b \r := 9 lid ClrSi c r-rJ c* |4 V cx if < --V JJ) /CL to = tsj i Jo- if? C* r <M >$) r> ^ CT Fioltl Moles: Client: Source: ABDOO124800 ENTEC Services, Inc. 25 Commerce Ave.-Suite 1 04-Hueyrown, Alabama 35023 Georgia Gulf Silo No. 681 Date: Run No.: 6/14/2001 3 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.07 0.06 0.08 0.09 0.07 0.05 0.05 0.06 0.09 0.07 0.09 0.10 0.08 0.09 0.06 0.06 0.08 0.07 0.05 0.05 0.06 0.07 0.09 0.09 Sq. Rt. Delta P 0.2646 0.2449 0.2828 0.3000 0.2646 0.2236 0.2236 0.2449 0.3000 0.2646 0.3000 0.3162 0.2828 0.3000 0.2449 0.2449 0.2828 0.2646 0.2236 0.2236 0.2449 0.2646 0.3000 0.3000 Delta H 1.42 1.22 1.62 1.83 1.42 1.02 1.02 1.22 1.83 1.42 1.83 2.03 1.62 1.83 1.22 1.22 1.62 1.42 1.02 1.02 1.22 1.42 1.83 1.83 Tm In (*F) 82 82 66 66 67 69 70 71 71 73 74 73 73 74 74 74 74 74 75 75 76 75 75 76 Tm Out CF) 81 81 64 64 65 66 66 67 67 68 69 68 68 69 . 70 71 70 70 71 71 72 72 71 72 0.2670 1.46 71.5 mm Ts (T) 84 84 85 70 70 73 74 74 75 76 77 77 77 78 78 77 77 78 78 79 78 78 79 80 77.3 ABDOO124801 D> CD ,, 0Q <> 0 1 00 r'N oTO > q too -- .S5 V - 2 o2 I O ~I o 5 C L " *" 2u c. 0 re ZO s*. r rue >^ > co 03 c/5 >N ,, re 0 0 D. > 35r>s* CO ' P (Js. 05 --o N1 P1 a *5 re $ K g> O O I- .s: o 3 ?s Ca f' re iS P c*. CD w 0 ^o _ </) VO to to O ' ro rpo- j. N P N ef% g a Q 66 0 siD >- ^ S N SN rns 0 05 = <* S-3* > >5- > i PH n -- si o>r?d pJ c> TO -- fe 0 Wi 3 CO is> Ndl \p rO h > \* ri VvS 3*'r- fs H1 fs r-^ 30 nK rr-H vs, ps.i cr- Cl H p- rsl r- 3 >1 3 cfo <~ - .rtUPc'i r* h ^ h >;p- r SJ^S ^r- /4r r* .^ t! C! C % q> | 5T c*5 rr S5 =fc -0 8) 0 0-=CO c,o 05 O) CD o o J2 oo E. c.!- U _. V/\ `(Q k S \ f* N-- O 2: cl 0 d o' 0>5 < re > a Si nS V 01 US OQ S3 o =2^ CO --A frej fS CO ^J-s. . = fl M 0o <s rd wr*\ >i*J ^ ^ Vj ABDOO124802 682 Silo Baghouse Field Data Sheets ABDOO124803 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown. Alabama 35023 Client: Source: / Georgia Gulf Silo No. 682 1 ' '` .................................... Date: Run No.: PARTICULATE FIELD DATA, METHOD 5 6/12/2001 1 , , Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.10 0.11 0.13 0.12 0.12 0.1 1 0.10 0.09 0.11 0.13 0.14 0.13 0.11 0.12 0.12 0.1 1 0.13 0.14 0.11 0.13 0.12 0.1 1 0.1 1 0.13 Sq. Rt. Delta P 0.3162 0.3317 0.3606 0.3464 0.3464 0.3317 0.3162 0.3000 0.3317 0.3606 0.3742 0.3606 0.3317 0.3464 0.3464 0.3317 0.3606 0.3742 0.3317 0.3606 0.3464 0.3317 0.3317 0.3606 Delta H 2.02 2.22 2.63 2.42 2.42 2.22 2.02 1.82 2.22 2.63 2.83 2.63 2.22 2.42 2.42 2.22 2.63 2.83 2.22 2.63 2.42 2.22 2.22 2.63 Tm In CF) 108 107 104 107 108 110 11 112 11 112 114 1 12 113 11 1 111 109 108 108 109 111 108 111 115 1 16 Tm Out CF) 109 108 106 109 109 no 110 110 109 11 112 11 112 112 112 110 109 108 110 no 109 111 113 114 Ts CF) 113 113 no 114 112 111 111 112 no 1 12 111 1 10 112 112 112 111 111 111 112 113 111 113 114 114 0.3429 2.38 1 10.2 111.9 ABDOO124804 S'0 ro ' > < C& o CO Cl CD O _ -- 53 3 f j--u -z^s Io Q_ io_ ccd c5o --0) >_ = Z = z 0 L. oro >> _ Ol CD T" s U SO D U CD > = rd S'-r^ > _ -0 s \P S"4 to < to (0 CD CM CM Q CM 8z V D s .a " ro 0_ --O= vS"N. _ c. > m tt ^N0 ~M !M oN ro 0 CcOo._,, N^ D -o O/ iS c/d a r4 '5 CD -sS r* f7 Vi o .a- \ K ^5 \ V^i J- A\J oc h. (fNO> . 3^* 2 S* 3 to Va r*4 Co P* Va r* <n ^ cl p> Va o r^- r* 7* ?t Vi Va (M 3~ P* CO ^ CD -- 4W ri = - SSi **0 o _ ?fa r~ --^ . cd ni CM ri T^ A~ r<1 TT Tprixf W Vr> cS eo fjN t*k> V-i V> Vri Vi <s c-J JV> \i^S r0 A. A >j A r*- ^ T o-f Q r> A Or o A ra" A sc so A A f't'j rd oc. N N^ -- = ~ si 3i o i ^ a .= .= = = s <>Q nS vi --y J^ ^Vr CO U V/i o 75 v Va -Stf\ r* <-^ P Vv r<* g So 0 c. 3>5 < *2 Z V ^ o<>' -- J .ro ix O^ %^ CO 0\. k/"s v A id cS T" ^^ x <- r4_ r*3 `>4 <T* V( ~ < r> r- n m3 Cftl ~s 5f>\ m rC| tC. __ ___ .*-- o cr fS :snnM piojj Client: Source: ABDOO124805 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35023 Georgia Gulf Silo No. 682 Date: Run No.: 6/12/2001 2 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.09 0.10 0.10 0.12 0.13 0.11 0.12 0.10 0.12 0.12 0.1 1 0.12 0.10 0.10 0.12 0.11 0.14 0.11 0.10 0.09 0.13 0.12 0.11 0.11 Sq. Rt. Delta P 0.3000 0.3162 0.3162 0.3464 0.3606 0.3317 0.3464 0.3162 0.3464 0.3464 0.3317 0.3464 0.3162 0.3162 0.3464 0.3317 0.3742 0.3317 0.3162 0.3000 0.3606 0.3464 0.3317 0.3317 Delta H 1.82 2.02 2.02 2.42 2.63 2.22 2.42 2.02 2.42 2.42 2.22 2.42 2.02 2.02 2.42 2.22 2.83 2.22 2.02 1.82 2.63 2.42 2.22 2.22 Tm In (*F) 11 112 115 118 117 120 122 123 123 124 123 123 121 122 121 121 121 120 119 1 18 117 113 112 112 Tm Out (*F) 113 116 118 121 121 123 124 124 125 126 127 127 127 127 126 126 126 125 124 124 122 117 116 115 0.3336 2.26 120.6 Ts CF) 109 111 113 113 111 112 112 112 1 11 110 111 110 109 111 109 109 109 108 107 107 107 106 106 107 109.6 ABDOO124806 0 I'O IQ < o :> ^31 o CD > CD O _ - gE =z 26 CL i- _n___co -- 5 -- .= = -- O V\ CD -- > CD Vl > _0 iSr3--* H 3 f>l 'P.^ ^0 3P v> Ttr ;r v, tT cQ is* *s Afl pi ST <S> T CM 0 N OO- O c_ - -- m pt w o | So I _j cl > Toto .^o5 -\j ^ o. > CO ^ 3 W * 3-2$. cr A -O Q '<5^po o u H* f/> o Co N 3-3 mS Qo >SL w <*'> pA La U \ 3tcoo--- pa Cl' . o SB r w Ift** cCDo o ^ L K Tr \A SV oo -5 CL U V* Trr- r* p p ft =F1 S p r- & > -= A <S <fc 1\ r -^ pJ! NAAr jA A a rQ> H- t ri A rP rsi N _ * PM AA Jvi nJ <fc oe1 pi 0 t- CM CO T (D 5i % ft % =- --o It--u --as -o -t=o (/) O O 73 ,'-b A s! CD o o N -r k, rPA Vs Cr-** js o 3 < _ 5N S <f) - l' *> b u_ .= CD l' > 5*0 ,QJ <e->r .3 s' O W r A o $s Si -r'-&b CD -Pi *""7 N4! _o co Q i^si liC = vr\ vs ~-s> !<kJ 0 --C P^i CO CD \ '3 V 3 V' 0s CL C* $ < ** ci vj o <0 < C5 H2r re -o . , 2 ~>- CP~ ty- e Ap3 f4 -- v sl' <2 A Si O Q C Az. A-h Hrj ^,H ViUi <Q ^ r~ Vj{ ^T vT' LA ar Vi <& r `p- r A ~- ^p c *^5 *c! <5 \f'$n 7 A cr -f v, ^0 ri N <p- F ie ld M o le s : Client: Source: ABDOO124807 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35023 Georgia Gulf Silo No. 682 Date: Run No.: 6/12/2001 S *gjw Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 MO 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 :&?5 Delta P 0.10 0.09 0.12 0.11 0.10 0.10 0.10 0.11 0.12 0.12 0.13 0.11 0.12 0.11 0.12 0.13 0.1 1 0.09 0.10 0.12 0.13 0.12 0.12 0.10 PARTICULATE FIELD DATA, METHOD 5 <:#>'&<%i>;A&&4i:%&&0&\&i :: *jS'xjjSStty/.vs, Sq. Rt. Delta P Delta H Tm In (*F) 0.3162 2.02 102 0.3000 1.82 101 0.3464 0.3317 2.42 2.22 102 103 0.3162 2.02 104 0.3162 2.02 105 0.3162 2.02 106 0.3317 2.22 106 0.3464 2.42 107 0.3464 2.42 106 0.3606 2.63 105 0.3317 2.22 104 0.3464 2.42 104 0.3317 0.3464 2.22 2.42 103 103 0.3606 2.63 102 0.3317 2.22 101 0.3000 1.82 101 0.3162 2.02 101 0.3464 2.42 100 0.3606 2.63 101 0.3464 2.42 101 0.3464 2.42 100 0.3162 2.02 100 SSijKjfj8j$ Tm Out fF) 109 108 108 108 109 109 109 109 109 108 108 106 106 105 104 103 103 101 101 100 99 99 98 98 0.3337 2.26 103.9 ^vxSS5|w^x Ts CF) 103 103 103 104 104 104 104 103 103 102 102 102 100 100 100 100 100 100 100 100 100 100 100 100 101.5 ABDOO124808 0 cro r4 reg ff > u <> CD O 5 o= rUr. *== Z 2u G. "5 _ i_ ra ra -- .= -= -- oU\ >' o- o --v i2 a* hd 05 j=rN. S-^ i * \JN VvVAl o rv b- r 3 'A ^ 1 n- vi rirf rVir* *i sr *3 V^'tM f' . vr vr N f0 ^d ore O CM f\J O tNJ OOOz o - "5 2'3- ^ =Q or _! Cl > iw vj V/N "55 0s- IH re CD c iS co 05 ra CO 0) r^> sD Z L. J "" vT 0 r */> 05 Vv >J| ro $SQ r-CMcn-rr %%% is t- i- -- i- W o 0-- w ra ra 05 ra 3 lA Vs -- j. M r* ' rr--' r~ O C' m oo = c. ra "re U ~ V\ rv lr* kr V* _ N jDL5 fsA. r* cr* r- N O , CL r>a < -- r re , > ^1 (JO rJ ; ut irre w-- v OtT ^ o <sc o8 0 C i.0_ vf =S O -V H o Kl O' cy JO o = -A < c s5 Vo v\ c- tA (A <2 O nn 3^NA C?c 3' cs *QC cr crr v/?r'3r-*0 ^'C5| u; -3 <r Cr r* <r fS" r1 o 3" o c o \r \T,\f. vs (H rt, ^ cz SC -> -o= a.r GO 0) In !r* No Vej r\ y> V\ ? to ** _o C*;sj Vi C/5 ID cm =iu VN no ViR:5 L (K. o <rs > V'* si|tr c. ^ ^ a- \r\ Fiekl NdIos: ABDOO124809 683 Silo Baghouse Field Data Sheets Client: Source: ABD00124810 ENTEC Services, Inc. 25 Commerce Ave.-Suite 1 04-Hueytown, Alabama 35023 Georgia Gulf Silo No. 683 Date: Run No.: 6-13-00 1 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 MO M1 1 -I 2 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.10 0.09 0.09 0.08 0.09 0.10 0.10 0.10 0.09 0.08. 0.08 0.09 0.09 0.08 0.08 0.09 0.09 0.09 0.08 0.10 0.08 0.10 0.10 0.10 Sq. Rt. Delta P 0.3162 0.3000 0.3000 0.2828 0.3000 0.3162 0.3162 0.3162 0.3000 0.2828 0.2828 0.3000 0.3000 0.2828 0.2828 0.3000 0.3000 0.3000 0.2828 0.3162 0.2828 0.3162 0.3162 0.3162 Delta H 2.02 1.82 1.82 1.62 1.82 2.02 2.02 2.02 1.82 1.62 1.62 1.82 1.82 1.62 1.62 1.82 1.82 1.82 1.62 2.02 1.62 2.02 2.02 2.02 Tm In CF) 83 81 83 84 85 86 87 87 89 89 89 90 89 90 90 91 92 92 92 97 93 93 94 95 Tm Out (*F) 81 80 81 81 82 83 83 83 84 84 84 85 85 85 86 86 87 87 87 88 88 89 89 90 0.3004 1.83 87.1 Ts CF) 91 95 96 97 98 98 99 98 99 101 101 101 101 101 102 101 102 102 103 103 103 104 104 104 100.2 ABDOO124811 ffl IQ > > >0 to ^ & % __ ro o i5 g |3| y s- Su CL U 0 u > O <W- >- o o CD > 03 = VI > ip O J\k h& ST ff5lGo nP- A<x < 3'T* n y ^ -3' <r yy Cx,' J <3^|0^ V c , V' cm lO ^kjI fy- VOS'/ u\ P&r*. u\ Ui'V = /0 < to (] o oCM CM O CM OOo^ ^ 6 1 |1 n o -= S , uO "3 In C3 CD \J\ to 6 u a: c/5 I fcl&A V) G W \> V* V* wC o 2Vo) fC"" r* r^" frTf cr^-" Jg fA -=tk rv rJ --o < ri <*c C'l TT't n rA r Ooka & C^s? c< \r C* o6 rpK (X 0c r} rs! r <5'<T'3` 3^ lA CJ rJ .A y\ ri N\ 'A vis %J>' ~ A r>i ,#>i C^O 0) -= 05 3 iS o V/\ o O . Z b "o C/5 -- 0>3 < % *T i^ Tu'i' >d> cj ^ p* \J -.C \. \ fj Ll. I (K) __M 5V\ w -O aO 5___ -*^ o \| * r= W ~5> + t*> O Q o< S` o |<a 1 <3 ^ ^ 5:"^ -- 1< UNc^ vr -~Crl o; ^^HsO C3A J, %-t . QrSj-^ *> 'sT \j~ -3-> ,=^ 5C T31 ^ A iT C-S S' VM rsT Field Noles: Client: Source: ABD00124812 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown. Alabama 35023 Georgia Gulf Silo No. 683 Date: Run No.: 6-13-01 2 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.08 0.09 0.09 0.10 0.08 0.09 0.09 0.10 0.11 0.10 0.10 0.11 0.08 0.08 0.09 0.10 0.10 0.11 0.10 0.08 0.09 0.10 0.10 0.09 Sq. Rt. Delta P 0.2828 0.3000 0.3000 0.3162 0.2828 0.3000 0.3000 0.3162 0.3317 0.3162 0.3162 0.3317 0.2828 0.2828 0.3000 0.3162 0.3162 0.3317 0.3162 0.2828 0.3000 0.3162 0.3162 0.3000 Delta H 1.62 1.82 1.82 2.02 1.62 1.82 1.82 2.02 2.22 2.02 2.02 2.22 1.62 1.62 1.82 2.02 2.02 2.22 2.02 1.62 1.82 2.02 2.02 1.82 Tm In CF) 92 91 92 93 94 95 95 96 97 97 97 96 95 96 95 96 96 98 98 98 97 99 98 99 Tm Out CF) 93 92 92 93 93 94 94 94 95 95 96 95 95 96 95 96 95 96 96 96 99 98 100 97 0.3065 1.90 95.5 Ts (*F) 103 103 104 104 104 104 105 106 106 106 107 106 106 107 106 106 106 106 107 106 104 106 105 103 105.3 ABD00124813 O Q > o 12 " rJ u n > C5t C 0t-(? 1 :r rr 3* * 5 20 ra O CM CM O CM 80cjZ O S _' CL > -=:*Qi oo CL > ih i 05 a 2 cc 0 e: CM O w 0 "3 `O iv\ 3- C \fr ^ w G. L(ft ft* Cr^i O. O 2 CL VN r~ _^ <$- iil -- CM n T - O J! O O "5 G) G Q dL 75 ^ o _r gtO M-- g P'0 Z CL k- 9 Co mJ 7 -1 dp) r hf 5] ii K _o 9 CO \ i O O =-/ 5^ "5 c CO ^ O' \z*V Ll_ Z>T) < 2 2.6 a 5' o\U * ^ o^ w 1^ ' dH -- A o v.\ lt v\ cX. = cJ <r O^ <^ \r v/i s! or* J4 ^ Jo &Q JJ hi fi H r^bo cr ocsr cr' V N^ M. a hJi v cd N rr 3 <n Vroa * 3 rJt r <** -J h ? .--t sHJ P w cr hJ 2 Field Holes: Client: Source: ABD00124814 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35023 Georgia Gulf Silo No. 683 Date: Run No.: 6-13*01 3 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-S 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.08 0.09 0.09 0.10 0.08 0.11 0.10 0.11 0.09 0.09 0.09 0.08 0.09 0.09 0.10 0.11 0.10 0.08 0.10 0.09 0.1 1 0-08 0.09 0.09 Sq. Rt. Delta P 0.2828 0.3000 0.3000 0.3162 0.2828 0.3317 0.3162 0.3317 0.3000 0.3000 0.3000 0.2828 0.3000 0.3000 0.3162 0.3317 0.3162 0.2828 0.3162 0.3000 0.3317 0.2828 0.3000 0.3000 Delta H 1.62 1.82 1.82 2.02 1.62 2.22 2.02 2.22 1.82 1.82 1.82 1.62 1.82 1.82 2.02 2.22 2.02 1.62 2.02 1.82 2.22 1.62 1.82 1.82 Tm In C'F) 98 97 97 98 98 99 100 100 99 99 98 97 99 100 100 102 102 103 103 103 103 103 104 103 Tm Out ('F) 98 98 98 99 98 99 99 99 98 98 97 96 98 98 98 98 99 99 100 100 100 101 101 101 0.3051 1.89 99.5 Ts CF) 104 104 103 103 103 103 104 104 103 102 104 100 102 102 102 102 105 104 104 102 10 103 102 103 99.1 ABD00124815 , S' Q id < re > 5re o -- _rz -- CO -- 0 "f :2 2o D_ u. re a 5s=| o5 u_ u-------- = CO I* uH CO > o\ _ro v\ cu ^ o l/-' rr 6S a> C/5 to <Q Vre) O oCM CM O ^ oo -- o o .= - ~o o =& S 2 -io _! CL > E cj| o^ > T 7V re -- 0 c c S CO o f- i\\ rr^X S r!\ -T "T ^ o c.ln u0 "5 O IM CO CD ffl =(0 \r* Ww re c/5 w _0 Va W' Cw OO = CL 03 o re a CC cm -- w. *r* S r- St & 5fe S' 3~ rn O n = a .fi \r> ! & c# ao Kr- t-0 N o _Q o o - 0 o T 2l o 1 38 i 1 Qcr v (Q r: s <s O' CT of- s i-T M/s 5& N r-J 1: o r CO T %% -- -- to ^ C5 e 3) 0rea) rO03aim2 iff <3 NT\ o rNN fr\ o z c_ re LL 03 > < re >*P do (* a* ' -> f $ ^ rJ re CO 4l{ 51 o 2^ >* $ 'p J V \s* i- 0 5^ C _ra i c. I w <$> o <a ao <s> 5^ - re O' 2 :r* ,cr Vn.^T~|CM ^ot- *|<*M j ^Kr ri ^ o rO q: *^2 r V/ >>' <J* dJ rT'. r* r* r r" rV* Ca 0^1, .r \r r* f= f 0) }=w v> 'TQC \r^ r-<t . J) r,Ky> <0 sn J>C 0*:.^ O ^\r ^ J Z- 1 D iile V o ^ \3 - /TZim. 'eo . -^ Field Holes: ABD00124816 684 Silo Baghouse Field Data Sheets ABD00124817 Client: Source: Georgia Gulf Silo No. 684 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Huevtown. Alabama 35023 Date: Run No.: 6/12/2001 1 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 M2 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.11 0.21 0.18 0.11 0.15 0.19 0.12 0.10 0.08 0.11 0.15 0.12 0.10 0.11 0.18 0.19 0.13 0.09 0.11 0.12 0.14 0.10 0.12 0.15 PARTICULATE FIELD DATA. METHOD 5 Sq. Rt. Delta P 0.3317 0.4583 0.4243 0.331 7 0.3873 0.4359 0.3464 0.3162 0.2828 0.3317 0.3873 0.3464 0.3162 0.3317 0.4243 0.4359 0.3606 0.3000 0.331 7 0.3464 0.3742 0.3162 0.3464 0.3873 Delta H 2.22 4.24 3.64 2.22 3.03 3.84 2.42 2.02 1.62 2.22 3.03 2.42 2.02 2.22 3.64 3.84 2.63 1.82 2.22 2.42 2.83 2.02 2.42 3.03 Tm In CF) 86 87 88 90 91 92 93 93 93 94 94 95 96 96 96 97 97 97 97 98 96 97 97 98 Tm Out CF) 86 86 86 87 87 88 88 88 88 88 89 89 90 91 90 91 91 91 92 92 ' 95 95 95 96 0.3604 2.67 94.1 Ts CF) 106 106 107 107 106 107 106 106 105 105 104 104 104 104 103 103 103 104 103 105 109 108 108 107 105.4 ABD00124818 003!-/U1 C5 . io < 5^ re > Nr rjhi ri -= -- *2 ro re -- ~ zl ~ v < z: '= .2 2O o t*\ re ' > _0 re N/ o0 ra =0 O VP t*\V\ fw >- NJ t^tv> hi33 $ f\ >> ^-p ^/\ ft N >M O1 * r*N i3s * N *\ \ft VN rviN Z< v 'a l to i0 creo 0 CM CM n N OOoz u I s ! $ 2-s ! t Grei w --w o co js _r O O O -J L > CL > p\ 5 <7 i\ \ <A "T V) 2M h1 r< re CD v> c <0 2 Z yj oo = 0. 0 CO f CO ' js ^ | re tt N\ 0 c/5 A'A </) Ar* y\ rA* 04 0 N 4o O Ni (N^ 5re co-^ C* 2 H M aaftS>,> zQkj !^j! & r'Qfc **> o r oaft * re O_ ~2 . VJ /> l < A 0 4* 0 LL Pi -- CNIrtT Hj 5S % % % -< *C=O 5 =3 3 3 ~ . V' |S -M O- O <> re >* <T S> a CO o\> m v c3 to A ~o 1" Xv a- ABD00124819 Client: Source: Georgia Gulf Silo No. 684 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Huevtown. Alabama 35023 Date: Run No.: 6/12/2001 2 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.11 0.12 0.15 0.17 0.13 0.12 0.09 0.11 0.13 0.17 0.20 0.15 0.12 0.14 0.12 0.19 0.1 5 0.11 0.16 0.09 0.11 0.1 5 0.16 0.12 PARTICULATE FIELD DATA. METHOD 5 Sq. Rt. Delta P 0.3317 0.3464 0.3873 0.4123 0.3606 0.3464 0.3000 0.3317 0.3606 0.4123 0.4472 0.3873 0.3464 0.3742 0.3464 0.4359 0.3873 0.3317 0.4000 0.3000 0.3317 0.3873 0.4000 0.3464 Delta H 2.22 2.42 3.03 3.43 2.63 2.42 1.82 2.22 2.63 3.43 4.04 3.03 2.42 2.83 2.42 3.84 3.03 2.22 3.23 1.82 2.22 3.03 3.23 2.42 Tm In CF) 96 96 97 97 98 99 100 101 100 99 98 99 100 100 101 102 102 103 103 103 103 104 105 106 Tm Out CF) 95 95 95 96 96 97 97 97 96 96 96 96 97 97 98 98 98 99 100 100 101 101 102 102 0.3671 2.75 99.1 Ts CF) 107 107 107 107 107 107 108 107 105 104 103 104 105 105 106 106 107 108 107 106 107 107 108 108 106.4 ABDOO124820 r0 Q o <> <Q m re rA Q > C III 1_ CO to -- 5 0:=0 o 3r> o $sc\i\- (5 ^ > o co si > 's *3 o ^0 X JfNjT>1 .^1 > i3 5D io CO >>n f>4 N&A ^1 cv; o O1 i s!CO t ra 2 = = QI rC t =0 - Q 0 Ji> CM O CM OO- _w re wo H re ri iZ r ~IJA> M aw NSJ (N 2co5 fA i5f re c/5 o -r ^ c-- y* o &0 * I tA oV-' r- %S3 N\ ti 30. re .2 y Jk CD ^ c I- ife d^ r % --c^- 3N. ^s. tA JZ <3 < o > ^ - r\ ,N S-- On. tjv C0 iC0 0S^- vS:^ A p\ <0 <Ss.o ^5^ ON -Si rA <1 fN it^kvC ,<s & cA<A A T- nnH^i re c > c 3 j= C C5 V I O' T- CM CO -- -s'-- *---i-=C/5 " a a ni: re U to Wa (A 0 '0 eyO wCl _C u .2: ON "y _re o5 re .re iT = o <> G 0 ' 5^ * = tr >*> 5' fsi 0 * rsi c.. rA^N tv 'A ^ < C3 r^ re ~ vi re r<, N. ^ GH ^5 ir\ r1 "3" M S^jQv<2 >A vS rA r* ?- W1^ '*sD sM^ o5 iA i'A -- <j tS 5\ A v\ Field Notes: ABDOO124821 Client: Source: Georgia Gulf Silo No. 684 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown. Alabama 35023 Date: Run No.: 6/12/2001 3 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.12 0.15 0.13 0.17 0.16 0.13 0.12 0.11 0.09 0.10 0.15 0.17 0.12 0.11 0.13 0.14 0.11 0.09 0.10 0.09 0.12 0.13 0.14 0.14 PARTICULATE FIELD DATA. METHOD 5 Sq. Rt. Delta P 0.3464 0.3873 0.3606 0.4123 0.4000 0.3606 0.3464 0.331 7 0.3000 0.3162 0.3873 0.4123 0.3464 0.331 7 0.3606 0.3742 0.3317 0.3000 0.3162 0.3000 0.3464 0.3606 0.3742 0.3742 Delta H 2.42 3.03 2.63 3.43 3.23 2.63 2.42 2.22 1.82 2.02 3.03 3.43 2,42 2.22 2.63 2.83 2.22 1.82 2.02 1.82 2.42 2.63 2.83 2.83 Tm In CF) 100 100 101 101 102 102 102 103 104 104 106 106 106 105 106 107 108 109 108 109 109 110 no 110 Tm Out (*F) 101 101 101 101 101 101 101 101 101 101 102 102 104 105 104 106 106 106 106 106 107 107 107 107 0.3532 2.54 104.4 Ts f F) 104 108 109 108 106 106 105 106 106 107 107 108 no no 111 111 112 111 111 no 111 112 112 111 108.8 ABDOO124822 a |0 <d \S oTO. > Q> CD 5 5o|ia 3 s 2U c_ OVA >' fjlil u. " ss 9 ro Xfi >$ > .Ci Vi > V\ O pi V1 t-'- O \r\ V> A \A CM NilfM ri si r4 M s \m \a*A Mh t* $ NfA f4 5Q <X co O CM (N n M oooz o -@(4 u ra m W _l CL -= Qi > 2 .3 s-N CL > 3O re 2 oo c h- NA A 1U i- nH Jl tA -<Ki = <Tv O G = (0 ^a 2\ GO 0's 1\ O ^ s^|5> w r"' =E CL | a >- |v V o rt j^Sj * Ci V rv> c: c r\ cO $ *- (N n TT -= w i2 ==o --- - a. a _ V\ o N N^ z^ i rf -- .i j5 Q\j| n co ^j Ni 'S a CO cT<; ~ Ni i* <A _Va rr nr > < lr lO o !^ ^ir Si a- v 02 3t 4- t \i vN ^ * ii Si IS ri 5 3 <^ rs = N <3 A N6 r> ^ f-35 C" ^ >. OS Cs o <3 11 M rA A rA fA cA rA si ri Ki a > vP ^0 H ca CM rs ri rs fA rs rs n tC =oo CD=N .< Go ?- ^ 'Aj f* rs. rA Vn >A si- N n Sil^s. ri vjp1" (S o* W3^n^i=r n > Vi Cfi tN. N tA to Sk ^ i'I- Fluid Nolus: ABDOO124823 685 Silo Baghouse Field Data Sheets ABDOO124824 ENTEC Services, inc. 25 Commerce Ave.-Suite 1 04-Hueytown. Alabama 35023 Client: Source: Georgia Gulf Silo No. 685 Date: Run No.: 6/12/2001 1 jjg| | &*?::$v :8jff&SS&S-SSS>ij: yfZi mmmmw@mm$ _____________ __ .5. r. Traverse Point Delta P Sa. Rt. Delta P 1-1 0.95 0.9747 1-2 0.87 0.9327 1-3 0.84 0.9165 1-4 0.69 0.8307 1-5 0.65 0.8062 1-6 0.56 0.7483 1-7 0.44 0.6633 1-8 0.32 0.5657 1-9 0.25 0.5000 1-10 0.24 0.4899 1-11 0.21 0.4583 1-12 0.19 0.4359 2-1 0.87 0.9327 2-2 0.89 0.9434 2-3 0.79 0.8888 2-4 0.64 0.8000 2-5 0.68 0.8246 2-6 0.54 0.7348 2-7 0.43 0.6557 2-8 0.35 0.5916 2-9 0.30 0.5477 2-10 0.27 0.5196 2-11 0.22 0.4690 2-12 0.20 0.4472 Delta H 4.09 3.74 3.61 2.97 2.80 2.41 1.89 1.38 1.08 1.03 0.90 0.82 3.74 3.83 3.40 2.75 2.92 2.32 1.85 1.51 1.29 1.16 0.95 0.86 Tm In CF) 92 92 93 94 94 95 95 94 96 96 97 97 98 100 101 102 103 103 104 105 105 105 105 105 Tm Out CF) 90 90 90 91 91 92 2 92 94 95 96 96 96 96 96 96 97 97 98 98 98 98 98 99 0.6949 2.22 94.9 Ts CF) 105 108 107 108 108 108 109 108 112 112 111 111 110 109 110 111 112 111 113 113 112 113 113 113 110.3 ABDOO124825 '-V' V JO i r-C * & ^9 o m3 0 5^ CO ABDOO124826 Client: Source: Georgia Gulf Silo No. 685 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown. Alabama 35023 Date: Run No.: 6/12/2001 2 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.68 0.66 0.58 0.50 0.32 0.25 0.20 0.16 0.20 0.21 0.17 0.17 0.78 0.69 0.61 0.54 0.44 0.36 0.30 0.20 0.22 0.25 0.23 0.20 PARTICULATE FIELD DATA, METHOO 5 Sq. Rt. Delta P 0.8246 0.8124 0.7616 0.7071 0.5657 0.5000 0.4472 0.4000 0.4472 0,4583 0.4123 0.4123 0.8832 0.8307 0.7810 0.7348 0.6633 0.6000 0.5477 0.4472 0.4690 0.5000 0.4796 0.4472 Delta H 2.92 2.84 2.49 2.15 1.38 1.08 0.86 0.69 0.86 0.90 0.73 0.73 3.35 2.97 2.62 2.32 1.89 1.55 1.29 0.86 0.95 1.08 0.99 0.86 Tm In rn 97 97 97 97 96 96 96 96 98 98 97 97 97 98 100 100 100 101 101 101 101 98 98 98 Tm Out m 96 96 96 96 96 96 96 96 96 96 96 96 96 97 97 97 97 98 98 98 98 97 97 97 0.5889 1.60 97.4 Ts cn 104 106 106 107 108 108 107 107 108 108 109 108 108 107 107 106 106 106 106 106 106 107 107 108 106.9 ABDOO124827 05 , 20 >d 0 pf^h> *\ *~ri r' ir\ r-Jr-' HeJ -- o = . 2- c c" as i_ "r5 ra -- goes S-'-nLo T Ka on9 co > |pl 1? r-^ l o<^ ro < m co O n rsi O OOOU I (c) rr ~ c ^ o 2 I = Ti I ^ tc o - 3 5 w 5 05 05 r1c>V' .2*0 a> EV OtsJ ra w 05 L N: " c: / *o co b C cm r< re .2 "o a C/3 i-s-s- re -2.^ S C/3 5o| *3? 1 IS* sS 3< ffifO .j -J <r*y ja -= y N$ 4 - cr<r Oid S0*' ^ca- l\ \ M J, o c. 3- r u is o o ft lsr r*` -- <s) <<3" fA e'N cX y: <~x O' rs ^0 0**1 r> oS"'Jjr^ r^-srbH r-^ o-j> l Tr rr <r*r IV w? triri CT V^v <r s:^ C5 J- TO T 5=- =?t 0) O <D 05 a) 05 a) -= O! 3 MS' ar- r* y* JU is is 2tf c. # 0>5 < = <T ra^, . ^Ivs J5 v9S o s 1 Sr. -=vj> S ro ^ loo 0 CJ " a cn c* Sr^ O = VJ' 05 I'T AO Q o rv Kt */ ^ e< o rJ 0o G_ rl. r^ - y 1 H =f- **i ri -uX is* . r r? O C>0 we: ^k-p F k ik l M ules: ABDOO124828 Client: Source: Georgia Gulf Silo No. 685 ENTEC Services, Inc. 25 Commerce Ave.-Suite 1 04-Huevtown. Alabama 35023 Date: Run No.: 6/12/2001 3 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.65 0.68 0.55 0.51 0.47 0.44 0.41 0.38 0.38 0.38 0.42 0.40 0.37 0.39 0.45 0.45 0.57 0.54 0.68 0.60 0.57 0.46 0.62 0.64 PARTICULATE HELD DATA, METHOD 5 Sa. Rt. Delta P 0.8062 0.8246 0.741 6 0.7141 0.6856 0.6633 0.6403 0.6164 0.6164 0.6164 0.6481 0.6325 0.6083 0.6245 0.6708 0.6708 0.7550 0.7348 0.8246 0.7746 0.7550 0.6782 0.7874 0.8000 Delta H 2.80 2.92 2.37 2.19 2.02 1.89 1.76 1.63 1.63 1.63 1.81 1.72 1.59 1.68 1.94 1.94 2.45 2.32 2.92 2.58 2.45 1.98 2-67 2.75 Tm In CF) 77 77 78 82 84 85 86 86 86 88 89 89 90 91 91 91 93 93 95 94 96 97 97 99 Tm Out CF) 76 77 77 79 79 80 81 81 82 83 83 83 84 84 84 84 86 86 88 89 89 90 90 91 0.7037 2.1 5 86.3 Ts CF) 93 97 98 100 100 101 102 102 102 103 103 106 106 107 108 108 107 107 108 108 108 107 107 107 104.0 ABDOO124829 0- ip <d i'V rt rjn Nrt <3 3 0-- - LL. O r" 0 ^ re re -- il 3 = := -- 5 'J- < olyi re. > o re -4) > r- ra ^ ct^. hc3 -?o S-t* sfi <5*1 y\o \a 3J*.31 Vo > 3 5Cta $ r r* r* fa <a re 0 cm cm n rj OOoz o is o 11 I0 CmO " o 3=0 S||o CO .= * <5 CO ^ 3= r0e _^, jr CO 1- r c- a Ir := 9 V. \ iA lare CO ?- <r _re i re r* ^ (V N ^ Va ' C'J B rr co \ w i^3 j. rui r u jr pUJ i = d O o o' _ y; o r-o< Vo o ^ = c c*cM \ mO 09 f- CM CO T - 0 O Q) -= 7j S5 re; a 3 -- c r iA -> iir-p 6o o 0 = T" f>0 S4 re.V' <3 Vr <4 a Vo> |reJP. 2 __ ** nSv Vo Cnf o' Va Vs -+C* * r N\ t*3 0^ oic^ T <r IA ri >a -r.--^ci -S*ir/ SrvsK sS Vo, r" r' r< lo r fjjsr r'V* r U ~i Va ir Oo Vo 5 vD 6 r- VoJp\ *A Si *iri o Va k r* * !in 14 Na 3 0` o^ .V/- --I <--pP OI w 0 tz/^kb J,3, - j srd^ ***y ? e^.-- U Vo ~rvy -c> "oc QP Jv -5 --^ 1' r\ Field Moles: ABDOO124830 686 Silo Baghouse Field Data Sheets ABDOO124831 Client: Source: Georgia Gulf Silo No. 686 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Huevtown. Alabama 35023 Date: Run No.: 6/12/2001 1 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 Ml 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.05 0.06 0.05 Q.06 0.08 0.08 0.07 0.06 0.06 0.06 0.07 0.06 0.05 0.05 0.05 0.06 0.06 0.08 0.07 0.08 0.07 0.08 0.07 0.06 pART|CULATE FIELD D/VTA, METHOD 5 Sa. Rt. Delta P 0.2236 0.2449 0.2236 0.2449 0.2828 0.2828 0.2646 0.2449 0.2449 0.2449 0.2646 0.2449 0.2236 0.2236 0.2236 0.2449 0.2449 0.2828 0.2646 0.2828 0.2646 0.2828 0.2646 0.2449 Delta H 0.97 1.16 0.97 1.16 1.55 1.55 1.36 1.16 1.16 1.16 1.36 1.16 0.97 0.97 0.97 1.16 1.16 1.55 1.36 1.55 1.36 1.55 1.36 1.16 Tm In CF) 97 98 98 98 99 100 100 99 99 99 99 99 99 99 98 98 99 99 99 100 101 101 101 102 Tm Out CF) 97 97 97 98 98 99 99 98 99 99 99 99 99 99 97 97 98 98 98 99 98 99 99 100 0.2525 1.24 98.8 Ts (*F) 108 107 108 108 109 109 109 109 109 110 110 110 111 111 112 111 112 112 112 112 113 112 112 111 110.3 ABDOO124832 ,, oo zd ra _ -- 5I 5| 2 = l. = r* n 3 -* ' "Z ~a - 5 5 j= = -- ^--~ > 03 n o*fV JL. of Of -I* & a Giftft e ft a ra* >> A I* >\3 03 Id 03 /) CO o NNnN OOo2 o 2 o g 1 if -a; - = ^ 2 -5 0 o 30 --' CL > CL > A 03 S c* 03 .1 f a / QJ >4 mo n a. C c\l tjfl JjK N ra ora * Q ^2 a CO I _> -S' ^3 = c^ ra -- r\ 5u K 5f 9" r _ p., -- vT* <sj fj c-> w ^ r -r rt<n *"* tf* & -wnt ^ aj -- J2 9 a a J2 > 9- ' '= *5. r-- V* oO 03 IC-- oa To " o sr jr- ra IN --p- ptf* zo cP_ c^ IL .= -- o ?5 _ra Qf rua 00 5 ^* ir */" V* <-P \\ -- Vo 'sS c r- r . C1 CiO C C>o ?<a V ~ J* 03 ^ .> .V So 3- a ^-LV* .O" J> c Sr* La r. c-e L-c-r^ Vs^ A . yS| ^5 -J <4 (" t i uyssySjZ^ji !^r s./ -& c-y> J FJekl M o lo s : B ( ~ X ABDOO124833 Client: Source: Georgia Gulf Silo No. 686 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown. Alabama 35023 Date: Run No.: 6/12/2001 2 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.06 0.05 0.05 0.05 0.06 0.06 0.08 0.07 0.06 0.07 0.05 0.05 0.06 0.06 0.07 0.07 0.05 0.07 0.07 0.08 0.08 0.08 0.08 0.06 PARTICULATE FIELD DATA METHODS Sa- Rt. Delta P 0.2449 0.2236 0.2236 0.2236 0.2449 0.2449 0.2828 0.2646 0.2449 0.2646 0.2236 0.2236 0.2449 0.2449 0.2646 0.2646 0.2236 0.2646 0.2646 0.2828 0.2828 0.2828 0.2828 0.2449 Delta H 1.16 0.97 0.97 0.97 1.16 1.16 1.55 1.36 1.16 1.36 0.97 0.97 1.16 1.16 1.36 1.36 0.97 1.36 1.36 1.55 1.55 1.55 1.55 1.16 Tm In CF) 100 100 99 99 99 100 101 100 99 99 98 98 99 99 99 99 99 98 99 99 99 99 100 99 Tm Out CF) 99 99 100 100 100 101 101 101 101 100 100 100 101 101 101 101 101 100 100 100 100 100 100 100 0.2524 1.24 99.7 Ts CF) 113 112 113 113 113 112 112 111 no 111 111 111 111 111 111 111 111 111 111 111 in m no m 111.4 ABDOO124834 <D-V1 1^ H < O re $I --- o 03 -5. __ ' "E 15 re -- g o js ffl a > O) lA re >> . pCT H *-* 0 >C Or3 5 Ss0 0 \A^ ` ci C3 CD c\i cm O O O O O - *-> \ -w 0 511 118 B 5 JL> CL > -X to p^ 15 3 ~ 5- IN/ J\ inO J sJ ffl4 frj zrO O re m is / C/3 oo Sisfl 03 b Sg OC nV 5* ji Of 3c o a- Q =0 \ oi :*2 r -\m <3. P- o <10 VJ vD <P- c02 /Ci 2,a Z Cs o oao3 O-v *- <rt r<r C" <r" ra < Lr* vfi DO a- * vD if ** vA jJs _ w 0 *0 I vji j5 0<si "o C.0 =<N = J -- ab5> *rn ch re -- -il -O <o V* *5 re 5 c-o' g^ 3f ci 0 |f ? 2 f* 0 r** s' pfsA S- +O CL V/ Ci Vr> ^9 O 3C O *? P *jn rP A J*rv- 1 _D =r S' =r -p S' S' 5*1* 5} rJ- cr* r JO ABDOO124835 Client: Source: Georgia Gulf Silo No. 686 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35023 Date: Run No.: 6/12/2001 3 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.06 0.05 0.05 0.05 0.07 0.07 0.08 0.07 0.07 0.06 0.07 0.06 0.05 0.05 0.05 0.05 0.04 0.07 0.08 0.06 0.06 0.08 0.08 0.07 PARTICULATE FIELD DATA, METHOD 5 Sa. Rt. Delta P 0.2449 0.2236 0.2236 0.2236 0.2646 0.2646 0.2828 0.2646 0.2646 0.2449 0.2646 0.2449 0.2236 0.2236 0.2236 0.2236 0.2000 0.2646 0.2828 0.2449 0.2449 0.2828 0.2828 0.2646 Delta H 1.16 0.97 0.97 0.97 1.36 1.36 1.55 1.36 1.36 1.16 1.36 1.16 0.97 0.97 0.97 0.97 0.78 1.36 1.55 1.16 1.16 1.55 1.55 1.36 Tm In CF) 94 94 95 95 95 95 95 95 95 94 94 94 93 93 92 92 91 91 91 90 90 90 90 91 Tm Out CF) 96 96 96 96 96 96 96 96 96 95 95 95 95 94 93 93 93 92 92 92 92 91 90 90 0.2489 1.21 93.4 Ts CF) 104 105 104 104 103 103 103 103 102 102 101 101 100 100 99 99 98 98 98 97 97 97 96 96 100.4 ABDOO124836 0 3 <j W* cr 0 -- 5|5| -- 2 z--^ 1O 05 . - ^ 03 5 U- c* 82 o^ o *> mV* > S J ft 5 2 J ls 1 S o <S w o oO JL> c. > t> p 9^ rJi-J vOfpo -OJO!- 0 =* * =55 % ~^ ^ CO - 0 0 0 QJ -r v> ? 0 gia5 03 5f |c 5 2 Ir LO 0) /< o / 00 3 p CO 503 aj >i c & c*' p 0 V^n Vr M OO O 10 "T C-- f" 5 <* 0 7 c_ jS 75 O _o M <ft O N N O -?P or* pV L ' 0 >C3 < Vr /* 8 -- o <r r \ji nzr' a-o 0^ --E 0a3 550 O = -* o" ddrl ir, O C Qcrr do CO- ir p Pr r* TnG-tr a- sD V* <3*^ \ik ^rr* ;/r 0" -40 n<T \r 103 tt" *f VI =<3l S- r* 'Sr*' y* 0" ff" (J! 5-- r|f *-r < **7 S' yJ Ai. --o <o J T#?, ? o r* cp 4- - nJ> 4t s rJ o5 d 2r< ra CO o1 >V*> o^" p" "*l r?f* iVft V. r= S' <3 ' Cl r 03 2n Co_ h- Vs T t~ v> Vs s J, 5i\=? t1 H eld Moles: ABDOO124837 689 Silo Baghouse Field Data Sheets Client: Source: ABDOO124838 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35023 Georgia Gulf Silo No. 689 Date: Run No.: 6/1 S/2001 1 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 MO 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.03 0.03 0.06 0.07 0.05 0.05 0.03 0.02 0.03 0.05 0.06 0.04 0.04 0.04 0.05 0.07 0.05 0.03 0.02 0.02 0.04 0.04 0.05 0.06 Sq. Rt. Delta P 0.1732 0.1732 0.2449 0.2646 0.2236 0.2236 0.1732 0,1414 0.1732 0.2236 0.2449 0.2000 0.2000 0.2000 0.2236 0.2646 0.2236 0.1732 0.1414 0.1414 0.2000 0.2000 0.2236 0.2449 Delta H 1.18 1.18 2.36 2.76 1.97 1.97 1.18 0.79 1.18 1.97 2.36 1.58 1.58 1.58 1.97 2.76 1.97 1.18 0.79 0.79 1.58 1.58 1.97 2.36 ] 0.2040 1.69 Tm In CF) 91 92 92 90 90 90 91 91 92 93 94 94 95 92 91 92 94 94 93 94 95 95 95 93 Tm Out (*F) 90 91 91 92 91 91 91 91 91 92 92 93 93 93 92 92 92 92 93 94 94 94 95 94 92.4 Ts CF) 102 104 101 99 97 96 97 97 100 102 99 97 98 96 94 96 100 98 98 100 101 102 100 97 98.8 ABDOO124839 o > 0 a = *-* r> if \Q o(/ un v\ H* olW go 0 ct 5^0 Uj r*ns <insrart n n r> J-nr-Orf r*V|%o C ir 03 _ =0 rf riv r^'rOliT prtjjn ol n j-tn u- irl v-0" 0- r- -- fM m -- % 55 W -- 0 ia 0 cn C3 C3 C3 C 3 O-- ^" r 'I- r j-- ~ "* " -- c 1 s$ VO -5 -4 *V V\ Q 2- w vn ^ A = t* 3 cJj u *""* ra C/5 > < w.J O^ >U) 0 y 03 4 > -o' 6 <5-- CO a$ "5 \ V 1^ w !<a _r*0 0 Q. -- Client: Source: ABDOO124840 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35023 Georgia Gulf Silo No. 689 Date: Run No.: 6/13/2001 2 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 M2 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.04 0.07 0.07 0.08 0.07 0.06 0.05 0.04 0.05 0.05 0.04 0.04 0.06 0.06 0.06 0.06 0.07 0.05 0.05 0.04 0.03 0.03 0.04 0.04 Sq. Rt. Delta P 0.2000 0.2646 0.2646 0.2828 0.2646 0.2449 0.2236 0.2000 0.2236 0.2236 0.2000 0.2000 0.2449 0.2449 0.2449 0.2449 0.2646 0.2236 0.2236 0.2000 0.1732 0.1732 0.2000 0.2000 Delta H 1.58 2.76 2.76 3.15 2.76 2.36 1.97 1.58 1.97 1.97 1.58 1.58 2.36 2.36 2.36 2.36 2.76 1.97 1.97 1.58 1.18 1.18 1.58 1.58 Tm In (*F) 90 90 92 93 95 94 94 95 96 96 97 96 94 94 94 94 95 96 96 95 94 93 92 91 Tm Out (*F) 93 93 93 93 93 94 94 95 94 95 96 96 96 95 95 95 95 94 94 93 93 91 91 90 0.2263 2.05 93.9 Ts (*F) 96 97 100 100 100 100 99 100 100 100 101 100 100 98 99 97 97 96 95 92 91 91 90 90 97.0 ABDOO124841 0, P sa CO ID 53 2o a. aH -- 0> wcc vs Ore 'sO > re ?i o. KOy? U (4 Of fit* CD' <r > cr* rfH r re Ct f< rt fl-- 5s rH,f<\ O^b-fcFx as = 0 8$* o gQ <* cmc Aw CD CM CM O CM OOo2 a Iw ~ -,, 0 0J g 0 ^ s = o H =o g io W .= ' -J 0. > 5 0 go ooNA re CD 31 o A io f JS c/3 ra ^ 2? fer co: 04 r* -. -X 8 r- S i24 5 * r> o _, O-wCCSi K _ O tf'*\ tr<0 v<r T' Hr v >fiL 0* " rJ'm - 5" $=&-x ire*****0" X X' (r* 0" n <f vrfo- I n tir^-r IV\ S* Jf cfl - w n : = -- -- -- -- t-j - 0 0 0 0-- c/5 w) Q D _O 3* OC -C3i/.5 3l "3 c_ =7*3- re U_ No --g3O^ No oj-i." 3Z CL ' o y 3 > < lA Oy C c < r rr V V 0 e c-* i Vi> Jb <3 0 CO re Q 0. J ** OJ _0ra ^_ c/3 S^J i% S VJ --S(*^rS* V In r- -- v <-- *0 JJ ~< ^ . * Dntj 3* A<* * o r- i /j 2^3 rr '= z i. jj '_J.-n = < 3 o r* o oo 0 <3 rd> ->p Vs oO o D <^f=> 5* O oo r* \p * 3 o o o <3 = 31 IS o po (VS J a Cl. CL -- V P ickl Moles: Client: Source: ABDOO124842 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown. Alabama 35023 Georgia Gulf Silo No. 689 Date: Run No.: 6/13/2001 3 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.04 0.04 0.04 0.06 0.06 0.06 0.06 0.08 0.07 0.07 0.06 0.05 0.05 0.05 0.05 0.07 0.08 0.08 0.07 0.06 0.05 0.04 0.04 0.06 Sq. Rt. Delta P 0.2000 0.2000 0.2000 0.2449 0.2449 0.2449 0.2449 0.2828 0.2646 0.2646 0.2449 0.2236 0.2236 0.2236 0.2236 0.2646 0.2828 0.2828 0.2646 0.2449 0.2236 0.2000 0.2000 0.2449 Delta H 1.58 1.58 1.58 2.36 2.36 2.36 2.36 3.15 2.76 2.76 2.36 1.97 1.97 1.97 1.97 2.76 3.1 5 3.15 2.76 2.36 1.97 1.58 1.58 2.36 Tm In (*F) 87 87 88 88 89 90 90 90 90 91 92 93 94 95 95 96 97 99 100 100 101 98 97 97 Tm Out (*F) 86 86 86 86 86 86 86 86 86 86 87 87 88 88 89 90 90 91 94 96 97 91 91 90 0.2391 2.28 91.1 Ts (*F) 96 97 100 100 100 100 99 100 100 100 101 100 100 98 99 97 97 96 92 94 94 96 97 97 97.9 ABDOO124843 0- w O \n cirsp n rv nH 1' no _ =n --_o o ' rr S <3 <^u is_ c-c rra --s 3j -- *""" QCDJ _>. d <0 CO 0 8 z 9! u! CO a ,--3oooo o_ij E " n V*| > oV/J * _ o o | g s 2 lei CL > cjs& aol ,A jjfcl o .0 CL < !?Ef* o C/3 W C\ T-y o2 C_ o _ M' CgD> I rt, s^ ; CM B*| S r*0 pw sco* S r- o_ A = r* H 3S'f(inUfjVO% c- * - ^r3 WP 7H H#SU a < rir! m te ci fti a ft / <I nn- Pffr- p. \4$% f* Field Hales: ABDOO124844 690 Silo Baghouse Field Data Sheets Client: Source: ABDOO124845 ENTEC Services, Inc. 25 Commerce Ave.-Suite 1 04-Hueytown, Alabama 35023 Georgia Gulf Silo No. 690 Date: Run No.: 6/14/2001 1 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 M2 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.04 0.04 0.04 0.04 0.06 0.07 0.08 0.10 0.08 0.07 0.04 0.04 0.05 0.05 0.05 0.04 0.06 0.07 0.08 0.06 0.08 0.08 0.06 0.07 Sq. Rt. Delta P 0.2000 0.2000 0.2000 0.2000 0.2449 0.2646 0.2828 0.3162 0.2828 0.2646 0.2000 0.2000 0.2236 0.2236 0.2236 0.2000 0.2449 0.2646 0.2828 0.2449 0.2828 0.2828 0.2449 0.2646 Delta H 1.61 1.61 1.61 1.61 2.42 2.82 3.22 4.03 3.22 2.82 1.61 1.61 2.02 2.02 2.02 1.61 2.42 2.82 3.22 2.42 3.22 3.22 2.42 2.82 Tm In CF) 85 85 86 86 86 86 88 87 87 87 88 88 88 88 88 88 88 89 89 90 90 91 91 91 00 /L1 Tm Out (*F) 82 82 82 82 82 82 83 83 83 84 84 84 84 84 85 85 85 86 86 86 86 87 87 0.2433 2.43 86.0 Ts CF) 86 87 87 87 87 87 88 88 88 87 88 88 88 88 88 89 89 89 90 91 91 91 92 92 88.6 $ ABDOO124846 , 2a 0 i <a A CO -- -- 5 2 5 .5 Q ra S - m_ ra -- -- 2o -- [C5 ^ _ | 5 | r ffl 53^-*^ r1u rJ <J nJ r1 rJ r rJ <S,J rJ NrJ rtf' rv > .? O 'c.y O ft JJ c~ $ Ora `--v* CDN^- i2^ o H^ 5* >* O <ra .ft V o!/,kftj & '*<** HrO >> cra < Cfl CD <> n pj n w O Oo3 O 5\ IV sr 1 0 g I! 2 S 1 -5 0 O --O rQsl _l CL > CL > co 5 *3 'ra C5D c--o O^CJ 0 H C7 rr- 2 ^r S r CD CD - a- ,, 35^ so O g ' CD OT mo ra jw, ^** oo ra c_ =^ 6* pJ f5> -^>0 CjO ft* Q- V* to ra ria Ho CD >a .^* 0 a; <n >o j *#r' 0 2 O oO s*C _ r-. Q J" r%sQ c v> r- s^K c^ 2 >J |n* *> P'ra* aO < o -7^ r> 4 ft r'g_rt vT ^ >Hj- w a" o - -wi sS- o 'rlr* vr <r ra <* J-'T" r~ f^1 d<^ ,2oo J 0*1 3t-S o5sj n t i--s 0-- _ a_ --</j co ra ra ra a i2 i 9* % a *5. i- C ^ a* -n Z G. j <* o U> > < a- s' io o a" sD CD ^ CO 1 2 s: ra 2^ "x a CO cr S3-^~ gj .i s u. _= -- TO o r0a o an <o G* ir u >< CO^ & ^ >j0sO oO V. o sffc 9 2 CD ,v^ a: ---o` ->< gp r!jp On Vc r* T' r- 9N. o> Vc r. Vfij V <*V& * T* >r *r - ^ *o a <7* ^rrr 02 ;-- j yr 5? ^,5 r --ip ^ it ^ -o r~ ra y o Q_ rJ\ F ield M oles: Client: Source: ABDOO124847 ENTEC Services, Inc. 25 Commerce Ave.-Suite 1 04-Hueytown. Alabama 35023 Georgia Gulf Silo No. 690 Date: Run No.: 6/14/2001 2 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.03 0.03 0.04 0.04 0.04 0.06 0.05 0.07 0.07 0.08 0.07 0.06 0.05 0.05 0.06 0.07 0.08 0.08 0.06 0.04 0.03 0.04 0.04 0.04 Sq. Rt. Delta P 0.1732 0.1732 0.2000 0.2000 0.2000 0.2449 0.2236 0.2646 0.2646 0.2828 0.2646 0.2449 0.2236 0.2236 0.2449 0.2646 0.2828 0.2828 0.2449 0.2000 0.1732 0.2000 0.2000 0.2000 Delta H 1.21 1.21 1.61 1.61 1.61 2.42 2.02 2.82 2.82 3.22 2.82 2.42 2.02 2.02 2.42 2.82 3.22 3.22 2.42 1.61 1.21 1.61 1.61 1.61 Tm In CF) 88 87 86 87 87 88 87 86 85 85 86 88 88 88 89 89 85 85 85 85 85 86 85 86 Tm Out (*F) 85 85 85 85 85 86 85 85 82 83 83 83 83 83 84 84 83 83 83 83 83 84 83 84 0.2282 2.1 5 85.2 Ts (*F) 92 92 92 91 91 91 88 87 80 81 81 83 84 89 82 81 78 76 75 76 76 78 77 78 83.3 ABDOO124848 a> QJ fU =- t/\ y\ o S-^ =3 5 U ON a sb t) r) <4 p) r> p| r{ ci 3* <5 fj ij ,, ** r- J $ 55 i5 p 35 I-- S-- \NA/' V, "34 1<r* C j^v* J r- " <04 -- *fi rjc04 t'S -'jiV* 1< 9^ 9" . CX5 V* l/ \j\ J3 u ys* IT < cn - cj *1 cS*** J Q HeJlci ri -J>T^ j> eJ ~ f^JsJ, v erf <r- <-/' O 4. G_ Q_ _ 7 pal'ak f-- si) sO-d ** r hW Field Holes: Client: Source: ABDOO124849 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown, Alabama 35023 Georgia Gulf Silo No. 690 Date: Run No.: 6/14/2001 3 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-11 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.04 0.04 0.04 0.05 0.05 0.05 0.05 0.07 0.07 0.08 0.07 0.05 0.05 0.04 0.05 0.05 0.06 0.06 0.06 0.08 0.09 0.06 0.04 0.04 Sq. Rt. Delta P 0.2000 0.2000 0.2000 0.2236 0.2236 0.2236 0.2236 0.2646 0.2646 0.2828 0.2646 0.2236 0.2236 0.2000 0.2236 0.2236 0.2449 0.2449 0.2449 0.2828 0.3000 0.2449 0.2000 0.2000 Delta H 1.61 1.61 1.61 2.02 2.02 2.02 2.02 2.82 2.82 3.22 2.82 2.02 2.02 1.61 2.02 2.02 2.42 2.42 2.42 3.22 3.63 2.42 1.61 1.61 Tm In (*F) 82 84 84 84 86 88 89 91 92 92 92 91 92 93 94 95 95 95 96 97 98 99 99 99 Tm Out (*F) 81 82 83 83 84 85 85 86 87 88 88 87 88 88 89 89 89 89 91 92 92 93 93 93 '. '' 0.2345 2.25 89.8 Ts (*F) 88 89 89 89 90 93 96 94 91 89 87 90 93 94 95 95 95 95 96 97 97 97 97 98 93.1 ABDOO124850 6 4c " O nrv. -- 50 1 >U O fS) s 0_ 1c75<M 03 H- ju Of* - rirro sP 3* <r v* V.. si ,y3jT>|'W i^1 Is* p <jrfvr* # nW ji<t vTl ^1JtJ -9 c4 o >\x rc- rr alVr ^ v^> cHar| <3 J) J f/N |\ o y si r\(}--6 ju ** i. ,> <-- <-J <y r* r*r =>! 5 Qa so <r $- oo o 0 Co c~ 1 _> v> =o s == ? s . 2 a *ji ^2 si] era0(1 01r* 0M? o $Qjri \. w -- H` ed O li^":va^Jot--j>- ,$.3 -- r> G_ -- ABDOO124851 691 Silo Baghouse Field Data Sheets Client: Source: ABDOO124852 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueviown. Alabama 35023 Georgia Gulf Silo No. 691 Date: Run No.: 6/14/2001 1 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.06 0.08 0.09 0.08 0.10 0.07 0.07 0.08 0.06 0.06 0.07 0.08 0.05 0.07 0.08 0.07 0.09 0.06 0.07 0.08 0.05 0.05 0.06 0.05 Sq. Rt. Delta P 0.2449 0.2828 0.3000 0.2828 0.3162 0.2646 0.2646 0.2828 0.2449 0.2449 0.2646 0.2828 0.2236 0.2646 0.2828 0.2646 0.3000 0.2449 0.2646 0.2828 0.2236 0.2236 0.2449 0.2236 Delta H 1.22 1.62 1.83 1.62 2.03 1.42 1.42 1.62 1.22 1.22 1.42 1.62 1.02 1.42 1.62 1.42 1.83 1.22 1.42 1.62 1.02 1.02 1.22 1.02 / " ' 0.2633 1.42 Tm In (*F) 82 82 83 83 83 83 83 83 83 83 83 83 83 84 84 85 86 87 88 88 88 89 89 90 Tm Out (*F) 84 83 83 83 83 83 82 82 82 81 81 81 81 81 81 81 81 82 82 82 83 83 83 84 83.5 Ts cn 80 82 81 80 80 79 78 76 75 74 73 74 74 76 76 77 78 88 81 84 82 82 88 90 79.5 ABD00124853 0O C CO o> < Vr\ >>CD -=sG _S -=~G --o s n: -s- - cd as o 5> r* U, t\ i-rXT' r/N o CD > GCl T* >4> > $ ao 5> s> 31]30 *S4 >" a 3 r+ o fJ A H*'UA% siN\ Ni ft Cs Nr^ N' Mn ci^ p= ^o C*D &iS Oil &0 - VS f P'-rs H0 G 3> 0*oa A aOfc >o r-cx^ rsHr r* <*> jsC^ S^|SE= r- A ^ r^ rOM qC^oqod $ <5e 1 rU -- Q5 00 \ *0 ^ f-- OOQq =dHf> oGCQ A is: sap o twjtr 4 >c* S |*%<-r[0 | S^a^eHrvi-, dtC r* <^ fn rS' fJ F "553 aPfsr 4<sT V *0 *s rN<o (T^ v rNVNr^ v> r V5VS'-2* ^ -a ~ *n5 H1 Ltri \JS r zPr <Z> C--OL* ^ ^ *^4\ 11 !i -- VIs ~ 1 r4 '3 c G ABDOO124854 Client: Source: ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Huevtown. Alabama 35023 Georgia Gulf Silo No. 691 Date: Run No.: 6/14/2001 2 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-11 2-12 Delta P 0.06 0.07 0.06 0.08 0.09 0.09 0.07 0.07 0.08 0.06 0.07 0.08 0.07 0.08 0.07 0.09 0.06 0.07 0.06 0.05 0.07 0.08 0.09 0.06 Sq. Rt. Delta P 0.2449 0.2646 0.2449 0.2828 0.3000 0.3000 0.2646 0.2646 0.2828 0.2449 0.2646 0.2828 0.2646 0.2828 0.2646 0.3000 0.2449 0.2646 0.2449 0.2236 0.2646 0.2828 0.3000 0.2449 Delta H 1.20 1.40 1.20 1.60 . 1.80 1.80 1.40 1.40 1.60 1.20 1.40 1.60 1.40 1.60 1.40 1.80 1.20 1.40 1.20 1.00 1.40 1.60 3.80 1.20 Tm In CF) 88 89 90 92 94 95 95 96 96 96 98 99 100 101 101 101 101 99 99 99 101 102 103 103 Tm Out (*F) 86 86 87 88 89 90 90 90 91 92 93 94 94 95 95 96 96 95 95 95 96 97 98 98 0.2677 1.44 95.1 Ts CF) 95 100 102 101 102 103 104 105 105 105 105 106 105 106 106 106 106 105 104 105 106 107 107 107 104.3 ABDOO124855 QQ la i0n in f0 < rine 0 CD OCM CJ Jc2o |2 V lA re o o E \L Gf. 6 ,A-n Iu. !re =re ---7 Jjj U_ ^ - iH o oCl re ^ oO re p > r 3 >^ Or5 N 5 (sT> g T C o to .= .Q > 4 sc3> P F isft y=c_n, o 0y-./ are re C/5 ian <3 o*<p$_ if $ rei} o0 cr 55 2r *3'T5" 1s Jca- S&= si s* - <r- ^3" Vo v/> *5" 5*" a- *a $vj *<> V* f--< si ^rCrVj<M-A r* o 0V tfv cs CO h\ t- cm m -- - v) o 0 oj gaa o-- ci5 ^ `E. "S. "E. 'E. >-- C-^ -- 5 r3 Ta rV- c0 (o0 ** 1 L O3 _W N --Sm v o 2 Z G_ J au rI--2 ^(' ir4* G croe a '- -r \ r ->5| 0 O re a f* VcC"a** 05 > < Sfc ^ 20V-\i\ 0=\S/ViSJ>\ ^;4 != A <bfl 5 r* <*< v3 ^ tf li \si <3 "* ti o n r4 *C 5 SS 3 o t*N >S| ^5 0c CO CR; >-53*. * r* 3- r $rJ </> ri o will ICO K ^si a >sl <3 <i <0 ~JN r N O* DQ }^l K) SO O Q do V C A.. r4 ^ 3^v L^ TV FiolU Holes: Client: Source: ABDOO124856 ENTEC Services, Inc. 25 Commerce Ave.-Suite 104-Hueytown. Alabama 35023 Georgia Gulf Silo No. 691 Date: Run No.: 6/14/2001 3 PARTICULATE FIELD DATA, METHOD 5 Traverse Point 1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 1-9 1-10 1-1 1 1-12 2-1 2-2 2-3 2-4 2-5 2-6 2-7 2-8 2-9 2-10 2-1 1 2-12 Delta P 0.08 0.07 0.09 0.10 0.08 0.07 0.05 0.09 0.07 0.10 0.09 0.08 0.07 0.09 0.07 0.06 0.05 0.06 0.06 0.07 0.09 0.06 0.05 0.06 Sq. Rt. Delta P 0.2828 0.2646 0.3000 0.3162 0.2828 0.2646 0.2236 0.3000 0.2646 0.3162 0.3000 0.2828 0.2646 0.3000 0.2646 0.2449 0.2236 0.2449 0.2449 0.2646 0.3000 0.2449 0.2236 0.2449 Delta H 1.62 1.42 1.83 2.03 1.62 1.42 1.02 1.83 1.42 2.03 1.83 1.62 1.42 1.83 1.42 1.22 1.02 1.22 1.22 1.42 1.83 1.22 1.02 1.22 /I 0.2693 1.49 Tm In CF) 100 98 99 100 102 104 104 105 106 107 107 106 106 106 106 108 108 109 109 1 10 110 11 11 11 Tm Out (*F) 99 97 98 99 100 102 102 103 102 103 102 102 102 103 102 103 104 104 104 104 104 104 105 106 104.1 Ts CF) 100 100 101 101 102 103 103 103 104 105 106 107 107 106 107 108 106 108 109 108 108 108 109 109 105.3 ABDOO124857 o. a CO Ci > tn " .3 0_- 5I|!I 2o 0. 0 ca ra -- $ = : % EZ ^ - u_ o ^A > N > _0 f* o. " tJ o. *J OQ s-> 2 2 > O V' r 3 ON N S| VjJ ^ A Ji pi N ri--t < <r a o 8N N Ou Nz |2\ \a 1-S w-- fClJ Tj<)- --= JL> - . 3C w 2: * t" z tl 1^ 3-- w o_ to O 0 co NV 1" CC CM o <z orc CQ CO 2 S Vn Ti;^ w p^ Vs fN A Vs r*- O O P"' r c- ` 5 j O - ^u s rr SS*s r (N u rN* V r p-- ii* * ^ 3O 75 23 | S * H = C" V-iO 0On {s_ -' \ T* 3T^ a p- r ^h ** Ho oci X) -o PHhN >> \A a " 0 = cj Vrsvi > ^ 4A <^ rA o&l* On. ill 4! 0 ^ Sc <* <3 ^H d<^' q o g Ol Q^ ^ Nj V) 51 ^ r- CM CO T _ -= 2 s? ci C ci C oi C C 2'o = 5! il c <5 3 1 it = "^ -4 ra G. ON s. Q . 2 i< rt CO ri > < 7 a 2>? r^>l 5*0 <. c-i 2^ 0. Ts MJ 0 N I* po Av ^ -s. ~ * 11 w ** [V N <2 NS ro <*n: I > W (nJ ^ o Kjn * >n3 721^ O N 'A fA o V\ Q. 4 p. 'W 0 Oil* r- fi .*4 3n .vs NS a Q0 r- {7p e]-^ O'.A ^ CB ** > > 'a M5!>* H ^ho S ite > / Fieki Moles: ABDOO124858 AC-009 Lead System Field Data Sheets ABDOO124859 CD CD oo 04 CD CD CO CO Qnj c3 QC OC <<D0 O <D CO O LU H Z LU c cu v>>. to u3 TO fC 0 'a2) o coon 0 u < 04 C .2 3 U to o oto CD O CD CD CD CD CD CO OZI- UJ <Q Q _J Ui U_ HHI <_l DO -E G. Q<. CO 4--' 0) Q C^^Drr o rr 1-/ oj 04 OCXL ch to 00 00 to mm ro oj oj d C^TDr t*=or to to ttot oj 04 OJ too oto ON. o do oto tOo too or^. 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LD a a o rg rg LD a a a a a ws&Sss N> fii&:gi ftSiWsws VN^^V*^V* Q CWL CO rg rg O rere- rg rere- rg d o o m o LD .-- m O Lr--D m o reLD rg O rere- rg o rere- rg O rere- rg o rere* rg o rere- rg o i:SSM :*s*:*x* a on $$$; X\v$$:: S<&Sm$ Siall.l gSSSi SSSMi ItlsMi: Q_ &yW:& Wre LD O LD o LD o a o O >-- o -- r-. o LO o LO O LO o LD O LD o Q 6ooooooooood ai cu .22 3 o D on o a. 0) i/i r\i m <v >re_ 1- LD fNi LTl LD rg rg LD rg O a LD re* r_m C__O LD rg O TO ABDOO124862 0. rlQ to C< o %0 ZQ ra (D CM Q W Oo~ a j2 _ -- _ ^ lT = ^ Eu Q_ 5 _ o CG c .- 03 il \ \ k 1 0- .^.+ > <**> rv^ ^ 0 s _ ro O | |Q "0 0 T=^ 5 O 55 A o c. c > _ 3< JC -- ' C N Hr i Q 3 > 5" II? in CO * =r o'* 4 ^ 0" VN>0- * XT' zr- %opS <*> ^1 Tl?* v r* 3* nr X r T Q--d V* v?` do 1 <J- tryo (T'O ^CT* <3C cn O o" O ^(JT Dale nj r*Q O si Q h- - a CL 2 V*| k 0 CD 0 1 co * w C3 ^ -- co L [fVfl CN V 5 ^ c? 3 rJ 'fits --2 Qo oo -w n t o 5 5 5: 5 3-0000-V=) _W C3 3 Cl CB i2 Jls-lk wV/v 2?* V) .1 eS* O --Q r' J3 "5 O_ , g V' Kzv V" n -- r- f-n ro E^ z c. 3 <> r i X \j sn o i _s -*< r 0 0 0o 0 \ e3 0 o '* Q C/5 L 5^1 s nl (rv l*o </> y i/i 'T n? 0 s? aO o o c<--. >^~t V --0 o* -- ry*< rP 1ST rn cHtr- .= o < 0 r1 r> n 0 - <76 m ri rs rr n /* & .__ 3 0 0 0 .= M r- r* 3 " fj 2 r O rj' r* Ci /-< r\ 0 .= v * flf Kr 0 a? & a a_ 1 -J 5T 4 t *x v J C^n o o h i j-r<-s 9- ABDOO124863 ABDOO124864 o l^ o ^ , joj-fr- ^> P ih H-O ^L r 173 c,<r' C% > d\Q 0 _s o 2 zE 1O CL > r 3 ^ _ co ^ -- 01 uO*---* > CC >0 c 03 -o 5lT3 Ul' Vi ^AV>) Tv> <V>V3 d) 0 <3IS 1/1 t/ VTt o d rtf rt n <1 9c ^.CrO V- f4 <0 a O CM O CN oo3 (3 - -s o jfi T = O > ;=j -'6 P <d = k1 eO pc^ CO CD 3 <""""1 0 Sd 8r C/3 .r- W 0 w a ra qf;fl m n . t O ^>'jCT*". u5Q Q a: r*. o0 kft ro-1 -| On r rf r< =.2 aa C cO <r" cro* - nnt -= o-- o _ 0 ia. -= jj =5 35 CO 3 3 CO o _ Va l|Si |o ro cr >V 50 tn o^ 2 u^> CO -- 5 y;<rj*- >n*> J-r 03 H- = x <" 09 6rc-6r0A>t* r >jo u- v <C <r;P' t*V r* vT C<ri CT u- - o vj|^ -- -o c Qt 3- 'sfl vj C'O 6 "0* nT c >i \j a\* Lr o do Q C.-` S o- j=<-A a K3 olfilS --CO> =? ofrtr a-1 IH cr o r ~ C6 rt rt rta. Or < 03 sj ++~ t1 V9I . < -j a cn o o ^2-0 P Q.%- cC <r *3 o i 0 ij =C^ zo c4 rt f 7 ;- v cy o -- ri G_ i MMj: ! MI 2 p _ y t t*r ( S t l^ v y U 'b -TjV ABDOO124865 Appendix C Laboratory Analysis ABDOO124866 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf - Silo Baghouse No. 681Job No.: 20126 City/State Aberdeen, MississippiAnalyst: Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUS ______ Lynn Beane Rel Humidity in Lab, % 33 Date June 20,2001 Run Identification Filters 1 Filter ID# 050 Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Particulate on Filter, grams 3.6549 3.6554 0.0006 Wash Bottle ID # Acetone Wash F19 Volume of Acetone Used, ml Initial Weight, grams - Date/Time 6/04/01 100 73.6330 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone Wash, grams 73.6355 0.0025 Wash Bottle ID # Acetone Blank F-1 Initial Weight, grams - Date/Time 6/04/01 75.5662 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0031 2 317 3.6197 3.6205 0.0008 F2 100 74.5793 74.5893 0.0100 F-1 75.5662 75.5662 0.0000 0.0000 0.0108 3 318 3.6165 3.6172 0.0007 F9 100 74.0263 74.0303 0.0040 F-1 75.5662 75.5662 0.0000 0.0000 0.0047 ABDOO124867 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf - Silo Baghouse No. 682 Job No.: 20126 City/State Aberdeen, MississippiAnalyst: Lynn Beane Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUSDate June 20,2001 Rei Humidity in Lab, % _33 Run Identification Filter ID# Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Filters 1 038 3.6502 3.6506 Total Weight of Particulate on Filter, grams 0.0004 Wash Bottle ID # Acetone Wash F11 Volume of Acetone Used, ml 100 Initial Weight, grams - Date/Time 6/04/01 73.0404 Final Weight, grams - Date/Time 6/20/01 73.0457 Total Weight of Acetone Wash, grams 0.0053 Wash Bottle ID # Acetone Blank F-1 Initial Weight, grams - Date/Time 6/04/01 75.5662 Final Weight, grams - Date/Time 6/20/01 75.5662 Total Weight of Acetone blank, grams 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0057 2 040 3.6007 3.6011 0.0004 F14 100 76.0543 76.0603 0.0060 F-1 75.5662 75.5662 0.0000 0.0000 0.0064 3 042 3.6547 3.6549 0.0002 F17 100 74.5421 74.5506 0.0085 F-1 75.5662 75.5662 0.0000 0.0000 0.0087 ABDOO124868 Laboratory Data Particulate Matter Gravimetric Analysis Client Georgia Gulf - Silo Baghouse No. 683 Job No.: 20126 City/State Aberdeen, MississippiAnalyst: Lynn Beane Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F _74 Rel Humidity in Lab, % _33 OHAUS Date June 20.2001 Run Identification Filter ID# Filters 1 044 Initial Weight, grams - Date/Time 6/04/01 3.8057 Final Weight, grams - Date/Time 6/20/01 3.8059 Total Weight of Particulate on Filter, grams 0.0002 Wash Bottle ID # Acetone Wash F3 Volume of Acetone Used, ml 100 Initial Weight, grams - Date/Time 6/04/01 73.4347 Final Weight, grams - Date/Time 6/20/01 73.4408 Total Weight of Acetone Wash, grams 0.0061 Wash Bottle ID # Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams Acetone Blank F-1 75.5662 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0063 2 046 3.6789 3.6792 0.0003 F4 100 74.2071 74.2102 0.0031 F-1 75.5662 75.5662 0.0000 0.0000 0.0034 3 049 3.6682 3.6686 0.0004 F5 100 71.5950 71.5993 0.0043 F-1 75.5662 75.5662 0.0000 0.0000 0.0047 r ABDOO124869 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf - Silo Baghouse No. 684 Job No.: 20126 City/State Aberdeen, MississippiAnalyst: Lynn Beane Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUS__________________ Re! Humidity in Lab, % _33 Date June 20,2001 Run Identification Filters 1 Filter ID# 032 Initial Weight, grams - Date/Time 6/04/01 3.6126 Final Weight, grams - Date/Time 6/20/01 3.6129 Total Weight of Particulate on Filter, grams 0.0003 Wash Bottle ID # Acetone Wash F6 Volume of Acetone Used, ml 100 Initial Weight, grams - Date/Time 6/04/01 72.7601 Final Weight, grams - Date/Time 6/20/01 72.7684 Total Weight of Acetone Wash, grams 0.0083 Wash Bottle ID # Acetone Blank F-1 Initial Weight, grams - Date/Time 6/04/01 75.5662 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0086 2 033 3.7178 3.7195 0.0017 F7 100 72.7832 72.7869 0.0037 F-1 75.5662 75.5662 0.0000 0.0000 0.0054 3 036 3.5772 3.5779 0.0007 F8 100 72.0445 72.0507 0.0062 F-1 75.5662 75.5662 0.0000 0.0000 0.0069 ABDOO124870 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf - Silo Baghouse No. 685Job No.: 20126 City/State Aberdeen, MississippiAnalyst: Lynn Beane Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUS__________________ Rel Humidity in Lab, % 33 Date June 20,2001 Run Identification Filters Filter ID # 035 Initial Weight, grams - Date/Time 6/04/01 3.7827 Final Weight, grams - Date/Time 6/20/01 Total Weight of Particulate on Filter, grams 3.7832 0.0005 Wash Bottle ID # Acetone Wash F10 Volume of Acetone Used, ml Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 100 72.6826 72.6995 Total Weight of Acetone Wash, grams 0.0169 Wash Bottle ID # Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams Acetone Blank F-1 75.5662 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0174 2 034 3.6069 3.6075 0.0006 F12 100 73.6277 73.6372 0.0095 F-1 75.5662 75.5662 0.0000 0.0000 0.0101 3 045 3.7537 3.7540 0.0003 F13 100 71.8940 71.9137 0.0197 F-1 75.5662 75.5662 0.0000 0.0000 0.0200 ABDOO124871 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf-Silo Baghouse No. 686 Job No.: 20126 City/State Aberdeen, MississippiAnalyst: Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUS__________________ Lynn Beane Rel Humidity in Lab, % Date 33 June 20,2001 Run Identification Filter ID# Filters 1 037 Initial Weight, grams - Date/Time 6/04/01 3.6391 Final Weight, grams - Date/Time 6/20/01 3.6401 Total Weight of Particulate on Filter, grams 0.0010 Wash Bottle ID# Volume of Acetone Used, ml Acetone Wash F15 100 Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone Wash, grams 73.3130 73.3205 0.0075 Wash Bottle ID # Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams Acetone Blank F-1 75.5662 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0085 2 039 3.6287 3.6294 0.0007 F18 100 74.1307 74.1494 0.0187 F-1 75.5662 75.5662 0.0000 0.0000 0.0194 3 041 3.6030 3.6038 0.0008 F20 100 71.2340 71.2490 0.0150 F-1 75.5662 75.5662 0.0000 0.0000 0.0158 ABDOO124872 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf - Silo Baghouse No. 689Job No.: 20126 City/State Aberdeen. MississippiAnalyst: Lynn Beane___________ __ Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUS__________________ Rel Humidity in Lab, % 33 Date June 20,2001 Run Identification Filter ID# Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Particulate on Filter, grams Filters 1 047 3.5910 3.5918 0.0008 Wash Bottle ID # Volume of Acetone Used, ml Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone Wash, grams Acetone Wash FI 100 75.5672 75.5864 0.0192 Wash Bottle ID # Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams Acetone Blank F-1 75.5662 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0200 2 048 3.6609 3.6619 . 0.0010 F2 100 74.5780 74.6105 0.0325 F-1 75.5662 75.5662 0.0000 0.0000 0.0335 3 051 3.6691 3.6697 0.0006 F3 100 73.4340 73.4423 0.0083 F-1 75.5662 75.5662 0.0000 0.0000 0.0089 ABDOO124873 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf - Silo Baghouse No. 690 Job No.: City/State Aberdeen, MississippiAnalyst: Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUS_______________ Run Identification Filters 1 Filter ID# 319 Initial Weight, grams - Date/Time 6/04/01 3.6262 Final Weight, grams - Date/Time 6/20/01 3.6268 Total Weight of Particulate on Filter, grams 0.0006 Wash Bottle ID# Acetone Wash F4 Volume of Acetone Used, ml 100 Initial Weight, grams - Date/Time 6/04/01 74.2068 Final Weight, grams - Date/Time 6/20/01 74.2191 Total Weight of Acetone Wash, grams 0.0123 Wash Bottle ID # Acetone Blank F-1 Initial Weight, grams - Date/Time 6/04/01 75.5662 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0129 20126 Lynn Beane Rel Humidity in Lab, % _33 Date June 20,2001 2 322 3.7294 3.7299 0.0005 F5 100 71.5951 71.6041 0.0090 F-1 75.5662 75.5662 0.0000 3 020 3.8077 3.8082 0.0005 F6 100 72.7601 72.7661 0.0060 F-1 75.5662 75.5662 0.0000 0.0000 0.0095 0.0000 0.0065 ABDOO124874 Laboratory Data Particulate Matter Gravimetric Analysis Client: Georgia Gulf - Silo Baghouse No. 691Job No.: 20126 City/State Aberdeen, MississippiAnalyst: Lynn Beane Barometric Pressure,in hg Analytical Balance ID 29.92 Lab Amb. Temp, F 74 OHAUS__________________ Rel Humidity in Lab, % _33 Date June 20,2001 Run Identification Filter ID# Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Particulate on Filter, grams Filters 1 325 3.7806 3.7816 0.0010 Wash Bottle ID # Acetone Wash F7 Volume of Acetone Used, ml Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone Wash, grams 100 72.7830 72.7871 0.0041 Wash Bottle ID # Initial Weight, grams - Date/Time 6/04/01 Final Weight, grams - Date/Time 6/20/01 Total Weight of Acetone blank, grams Acetone Blank F-1 75.5662 75.5662 0.0000 Total Weight of Residue in Acetone Wash, grams (ml used) * (acetone blank, g/ml) Total Weight of Particulate Matter Collected grams Total Weight of Particulate 0.0000 0.0051 2 019 3.7970 3.7981 0.0011 F8 100 72.0434 72.0486 0.0052 F-1 75.5662 75.5662 0.0000 0.0000 0.0063 3 020 3.7990 3.7993 0.0003 F9 100 74.0240 74.0304 0.0064 F-1 75.5662 75.5662 0.0000 0.0000 0.0067 ABDOO124875 Appendix D Lead Laboratory Certificates ABDOO124876 GUARDIAN SYSTEMS, INC 305 Ashvilie Road RO. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #002 Sampler : Sample ID : .IN HN03 Blank, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 0.65 Total ug RPB 6/22/01 9:00 7421 (3) Approved by: ^ -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039. Revised July 1991, August 1995 ABDOO124877 RECEIVED juh 2 7 2001 GUARDIAN SYSTEMS, INC 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #001 Sampler : Sample ID : D.l. Water Blank, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 0.36 Total ug RPB 6/22/01 9:00 7421 (3) 14 yCi Approved by: -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations. Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water. EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124878 GUARDIAN SYSTEMS, INC 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #009 Sampler : Sample ID : Run 1 Filter 217, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 0.89 Total ug RPB 6/22/01 9:00 7421 (3) Approved by: -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124879 GUARDIAN SYSTEMS, INC 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Page: 1 Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #006 Sampler Sample ID : Run 1 IMP Wash, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 PARAMETER Lead LABORATORY CERTIFICATE RESULTS UNITS ANAL DATE TIME METHOD 1.74 Total ug RPB 6/22/01 9:00 7421 (3) Approved by: 7^., -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and WasteWater, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136. Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124880 GUARDIAN SYSTEMS, INC 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #003 Sampler : Sample ID : Run 1 Probe Wash, Georgia Gulf Sample Date: 6/11 /01 Sample Time:-14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 55.4 Total ug RPB 6/22/01 9:00 7421 (3) ) lAa Approved by: rsl,QtrL^ -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and WasteWater, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124881 GUARDIAN SYSTEMS, INC 305 Ashville Road RO. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No: 0106-00336 Sample #010 Sampler : Sample ID : Run 2 Filter 218, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead <0.15 Total ug RPB 6/22/01 9:00 7421 (3) Approved by: -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124882 GUARDIAN SYSTEMS, INC 305 Ashville Road RO. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #007 Sampler : Sample ID : Run 2 IMP Wash, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 4.67 Total ug RPB 6/22/01 9:00 7421 (3) <2- " Approved by: -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124883 GUARDIAN SYSTEMS, INC 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #004 Sampler : Sample ID : Run 2 Probe Wash, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 36.7 Total ug RPB 6/22/01 9:00 7421 (3) Approved by: U -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124884 GUARDIAN SYSTEMS, INC 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #011 Sampler : Sample ID : Run 3 Filter 219, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 0.53 Total ug RPB 6/22/01 9:00 7421 (3) Approved by: : _/ -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124885 GUARDIAN SYSTEMS, INC 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #008 Sampler : Sample ID : Run 3 IMP Wash, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 2.48 Total ug RPB 6/22/01 9:00 7421 (3) Approved by:_ -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 (4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 ABDOO124886 GUARDIAN SYSTEMS, INC. 305 Ashville Road P.O. Box 190 Leeds, Alabama 35094 Telephone 205/699-6647 Wats 800/738-5719 Fax 205/699-3882 Page: 1 Entec Services, Inc. 25 Commerce Avenue Suite 104 Hueytown, AL 35023 Attention: Mr. Mike Caudle Report Date: 6/25/01 Receive Date: 6/18/01 Receive Time: 14:46 Control No : 0106-00336 Sample #005 Sampler : Sample ID : Run 3 Probe Wash, Georgia Gulf Sample Date: 6/11/01 Sample Time: 14:00 LABORATORY CERTIFICATE PARAMETER RESULTS UNITS ANAL DATE TIME METHOD Lead 37.6 Total ug RPB 6/22/01 9:00 7421 (3) c3 Approved by: it -- METHOD REFERENCES -- (1) Methods for Chemical Analysis of Water and Wastes, EPA-600/4-79-20, revised March 1983, August 1993, May 1994 (2) Standard Methods for the Examination of Water and Waste Water, 18th. Edition, 1992 (3) Test Methods for Evaluating Solid Wastes Physical Chemical Method SW-846, 3rd Edition, Update IV December 1996 {4) 1987 ASTM Annual Standards (5) Code of Federal Regulations, Title 40, Part 136, Appendix A, Revised July 1995 (6) Methods for the Determination of Organic Compounds in Drinking Water, EPA-600/4-88/039, Revised July 1991, August 1995 p ENTEQ Services Inc. Chhain of Custody Sample Analysis Request i Requested Completion Date _______________ IExplain) y>* 1 /VsUo;\ie ai. GA ABDOO124887 Pageof :Results To E'n.+tc.S'fj; <~CJ. Ext. 2v C C- c_ Ayj il ' W low MutL,~^QW/>i AI. 3 So zj___________ Dept. No.. >ite Representative -Collector(s) ocation oi Sampling (Name of Facility, etc.) h <r.32 Analyses Requested I ^V-Uvo.k a A.TT^ Te Vw-.> OUeJ.. i Special Handling and/or Storage Requested By Date Sampled >~U' o | Le-.L +e<A r*-\ Time I'.oo AM <H Relinquished 1 Sample No. \ 1X 3. IH r I 4 I h-Al?s< Date/Time Field Information (Sample Description, Date, Etc.) 0 t's-bWfJ^ iJa'Ve^ U larAc Voa^l M I^IaaU lov fVttVe. UUv,U CrAt U.A UJa.sU U,,L V(2.U.r\ 1 2.Caa3 Cun \ fiu/v loo a,L loo r*| WA 3VV*A j Lab ID | I I 10 I "y UW/- V.'Ur 3 (Llh-s*, He/- 3 CU F:W \ (2,w- ^ 3> lO 7. \% I I NOTE: See instructions on reverse side. Shaded areas used when chain of custody is required. ABDOO124888 Appendix E Equipment Calibration ABDOO124889 "O3 CJ (D in in _o 75 OCD CD o u>_ O3 0 ,a 75 O 6 5 0) C/) 2 < Xo m 75 O LLI 0. UJ 50 Ora 1Z 2 LLI O CL 9o w-- O ^to <-a -- Q CD r- = 1 Z uj !i i! I3sw o I Ml K I 53 s - O .3 or k6 u sS d31 0ill= 0} _J o si cn s -j p O | SI 3 n 50 orfN-. CeNo oCO ISs*3* 2-- a J; 3 o K Si _ PS,' m <0 <a 3 <0 -- (t0 cConO 2 _ p- t -- 2^ *5 iZ 2 <n o> * w cn in <0 O O SJ 'O o cn cn cn -- !! i - 51 sill ^2 V5 u--n ocn m <o v'S> <o -- & co a w (Z UJ H 1 sUJ a o h3 0^ 3 i2 U. wS < 1-- 0 < o: >m (Z Qu S88 i ; : . UsDJ 5> 3 oi g S-SHIIi O) CcnO p* Q> CO mCCON <0 8CO 2 * j UoJI LL IoZ 2 D O> QUhOUCcoo--CJJ 2* I a 51 3 _ rv. 2 CN fpM*. Ils >- O) <5 3 > < - s_j cn to cn t -- o ----owi <rnoj -- con c--n no- 2o -- c l--S3 3h 3 ss -- -- CN Owtzli UJ I inti la nlel C a lilu n le d B T O iuU -im O a13 m h- o CN cn Ui %^ 11 2 oo ABDOO124890 ENTEC Services, Inc. EPA Method 5 Meter Box Calibration Pre-Test Calibration Orifice Method C a lib ra te d B T .D i.iheini o .2 5 > UJ o! fO oo <N 01 CO C-TOT O 5= U0J ^ 35| g O 5 r: c <OoD 'O o 8 <oad0 oo ABDOO124891 o> XX (0 vO >dv $ CO T- 2 a E >arke_> < i- c a re c E LL LL @ zX o3 p < X 3 a 2 > a i ! V CO o rez reQ re re re< Ui cr uj reO tL O' o C 3 O 5 3o <> *> ao L o k c o o o ooo CM CM CM Oo V re- reCM CM CM odo | 1 u cc (0 < o 3 o CM X a to 0) co 9> 10 > E cd cd cd a in cd re- Io J LL X t nu ii 3 re o CM X co CO re co q co CO q >c re co q O o c (0 O </) a> 0 5 = o Z Z. 3 CB uj < o t K o ao r o 3rfec L CO roe roe ore S 3 -- r cl o S! * Q o a s E 3 O 05 o C o a o CM H 'E <0 a) I ? 00 15 s ooo co < 1= to re u. c CoM CM cd o CL a cd LU - o LU CD H a o o o CO E3 o d CO T z 0) O CL Q < UJ cc =1 ? c 05 q 00 CM o CtMt uj hUJ 2 CO O E -- re o ^ C 3 oroe rre- h- CM Ol-O. ed cd cd < a > CC a E = O > "re = IL -- ss = O o CM s! CO 09 o cd o> rqe 09* 0a9 5 J O r - 5 E99o re |9 9 6 re 3 Si o r- o Eo > 3 c o d S*'* 3tw\ o CM cd m CM cd CM cd /. >- ra rue UJ o cur) q q q n! r* r-. N. h > <c LL cr O 3 w o> u ^reOci 8^) ^# o Sffl O !D c 3 CL O re 5 O co O_ E 3-- >o o o CO o CM ohq dco O) cd a 09 oo o o P d CM d CM o* CM 3 It) U5 U5 W I^ e 2ss >^ o8 5 a. co O x*o S 1 CM CO o CM CO CM CO o S"f-rW _ CO s' ^ T ^ c. (O (O o o ^ 9 o re + E re O) o-2 --re ores o x o Si o B> E 5g ao 29 * oi2 oO a - 2 ii rke. sco t <o- re o l! II ii ii u. o c re io 21 fi re si o5 <Ot U. a. mS .. o re ac roe c ~Z re > = re 23 II re c eo 2 oo te 2 Bo --o' W oS 5. 8* @8 X re %a 0x 1 it re gS 1= 5Jr CM re O CM a 5 ' u. O co uo C--D u. re ABDOO124892 o For O rifice Calibration Factor dH@, the orifice differential pressure in inches of H20 that equates to 0.75 cfm of air a t 68 F and 29.92 inches of Hg, acceptable tolerance o f individual values from the average is +-0.2. p --. O) Ik V ^Ep 2U <> ^a5) CO- '<Ct=O! 9^CO .o2 a cS "OQ*)) o CO o CO O ICfO) Xo CC o o 2 CM CM g9 o9 o9 9 o' o' patwo p <> < O) 0> II .a2 aTM o CCMO o CO o C'TO |i Tf hT*CS <60 ^V C/5 O z o <Ui -1 < e 3 I o rCM- o CM o CM ui CQ _! <o O P 3 ra > CM X ce 0> 9 o> 9 o> 9 T" O) 9 OE Lk Ui o Ik o^ o^ o^ fc CM CM CM oo O p 3 (0 > O CM X c CO 10 9 CO IO 9 iCoO 9 CO IO 9 o isCO o -- IT5 (0 O o w *o o -c x5 5 " o > ua o2 g w < IX o auis; *oc .. OE33(0 au >_ s 8 xo . a=> .*P2* apt.o 0ia_0m Q CD H Ui _i < o a: o p *fc II c5 <* O OT P aa O 9 9 gj U) ID S H ^__ CO 00 0 | oo ii --c "PC C0O0 CCOO OCO) oc CO Ui h Ui o < U. z > o po *i5 s3EC o o CooO o CO o d S CO < o >- LJ < CQ O p 3 n > p a E3 O0v - C99O N^ od *' .8 Qo. 0) ffl aooo C/5 O 11 po PQ CCOO CCOO (CDO Z a uh v (0 (D (O < O > Q P ,-*.0 0 0 g 5= ID ffl 110 2 O > e Ik 3 --O- rOr oT- iii Ui o u. 0114111 LLi s _i o > _l < z s o z uo > 23. CO cd r* 9cd oICOO cd Q Ui s D1 O > Ui O Ui o 2* "upoT o > ihd TttT*d- T" irTd-' Ui S D_J O > U1oU"Ji O 2a wo > 3 CCTOO- CCTM"O orT>-* cd cd cd A111111 > p aua c a 3 O) O= to % s2 O C/5 PE 3 >o _g e--. 33 --c o ed olO 2 ooQ) p "2" o o o 11 o o ooo MNN o o Ui y _ i 2rrr Ui H* -C2- "p Nid Nid iNd ui S CO < 0ou.' C50/5 oCM 0CM) OCM OCM c o o o' > Q Ui r* 2 T > s*2o*>* ICOO cd ToCMt co 5 p p E CccO a & o p w 2 p E = CM no aaou T"Pw 2SW1 CoX. c2 a--2wp E l-oSmp ^3 ii to n uP ^3 a '> O *3 U- ABDOO124893 Pitot Tube Calibration Project: Georgia Gulf Pitot Tube ID: ESP-38A Date: 05/11/01 Calibrated By: TD Run No. 1 2 3 "A" Side Calibration delta Pstd delta P(s) in. H20 in. H20 CO Q_ O 0.94 0.93 0.94 1.30 1.30 1.30 Cp (Side A) 0.842 0.837 0.842 0.840 Deviation Cp(s) - Cp (A) 0.001 0.003 0.001 Run No. 1 2 3 i'B" Side Calibration delta Pstd delta P(s) in. H20 in. H20 Cp,s) 0.94 1.30 0.842 0.94 1.30 0.842 0.94 1.30 0.842 Cp (Side B) 0.842 Deviation Cp(S) (B) 0.000 0.000 0.000 ABDOO124894 Pitot Tube Calibration Project: Georgia Gulf Date: 05/11/01 Pitot Tube ID: ESP-42A Calibrated By: TD Run No. 1 2 3 Run No. 1 2 3 "A" Side Calibration delta Pstd in. H20 delta P(s) in. H20 CP,s) 0.80 1.10 0.844 0.80 1.10 0.844 0.80 1.10 0.844 Cp (Side A) 0.844 Deviation Cp(S) - cp (A) 0.000 0.000 0.000 i'B" Side Calibration delta Pstd in. H20 delta P(s} in. H20 Cp(S) 0.80 0.79 1.10 0.844 1.10 0.839 0.80 1.10 0.844 Cp (Side B) 0.843 Deviation CP(S) Cp (B) 0.002 0.004 0.002 ABDOO124895 Pitot Tube Calibration Project: Georgia Gulf Pitot Tube ID: ESP-62A Date: 05/10/01 Calibrated By: TD Run No. 1 2 3 Run No. 1 2 3 "A" Side Calibration delta Pstd in. H20 delta P(s) in. H20 CP(s, 0.80 1.10 0.844 0.80 1.10 0.844 0.80 1.10 0.844 Cp (Side A) 0.844 Deviation Cp(s) - Cp (A) 0.000 0.000 0.000 i'B" Side Calibration delta Pstd delta P(s) in. H20 in. H20 Cp{s) 0.80 0.80 0.80 1.10 1.10 1.10 Cp (Side B) 0.844 0.844 0.844 0.844 Deviation Cp(s) - Cp (B) 0.000 0.000 0.000 ABDOO124896 THERMOCOUPLE CALIBRATION Client: Georgia Gulf Source: ACC-009 Lead System Date: Tech: 06/08/01 Tim Draheim Thermocouple Identification Meter Box In (Console E-12) Cold Ambient Hot Meter Box Out (Console E-1 2) Cold Ambient Hot Reference Thermometer Temperature 47 70 248 52 69 253 Thermocouple % Potententiometer Temperature Temperature Difference 46 0.20 72 -0.38 250 -0.28 ' ''' 50 0.39 69 0.00 254 -0.14 Heater Box (HB-01) Cold Ambient Hot 51 71 254 50 0.20 72 -0.19 252 0.28 Stack Gas Probe ESP-62A Impinger Exit (CB-01) Cold Ambient Hot Cold Ambient Hot 49 73 264 t^||J||gpi|Jg|S 46 75 235 49 74 264 47 75 234 0.00 -0.19 0.00 -0.20 0.00 0.14 % Difference=[{(Ref. Thermometer+460) - (Thermocouple+460)}/(Ref. Thermometer+460)] x 100 < 1.5% ABDOO124897 THERMOCOUPLE CALIBRATION Client: Georgia Gulf Source: Silos No. 691,681,683,684,682 Date: 06/08/01 Tech: Tim Draheim Thermocouple Identification Meter Box In (Console E-1 3) Cold Ambient Hot Reference Thermometer Temperature 49 70 251 Thermocouple 0To/ Potententiometer Temperature Temperature Difference 49 0.00 71 -0.19 250 0.14 Meter Box Out (Console E-1 3) Cold Ambient Hot 51 68 255 50 69 254 0.20 -0.19 0.14 Heater Box (HB-05) Cold . Ambient Hot 49 72 253 50 -0.20 72 0.00 252 0.14 Stack Gas Probe ESP-42A Cold Ambient Hot 49 73 264 49 0.00 74 -0.19 262 0.28 Impinger Exit CB-5 Cold Ambient Hot 49 47 0.39 72 74 -0.38 234 231 0.43 MttMMNMMM % Difference=[{(Ref. Thermometer+460) * (Thermocouple+460)}/(Ref. Thermometer+460)] x 100 < 1.5% ABDOO124898 THERMOCOUPLE CALIBRATION Client: Georgia Gulf Source: Silos No. 690,685,686,689 Date: 06/08/01 Tech: Tim Draheim Thermocouple Identification Meter Box In (Console E-1 2) Cold Ambient Hot Reference Thermometer Temperature 48 71 251 Thermocouple % Potententiometer Temperature Temperature Difference 48 0.00 70 0.19 250 0.14 Meter Box Out (Console E-12) Cold Ambient Hot 50 69 254 50 0.00 68 0.19 254 0.00 Heater Box (HB-01) Cold Ambient Hot 50 72 252 50 0.00 72 0.00 251 0.14 Stack Gas Probe ESP-38 Cold Ambient Hot 49 73 258 49 74 257 0.00 -0.19 0.14 Impinger Exit (CB-01) Cold Ambient Hot 48 76 233 48 75 . 230 0.00 0.19 0.43 % Difference*[{(Ref. Thermometer+460) - (Thermocouple+460)}/(Ref. Thermometer+460)] x 100 < 1.5% ABDOO124899 Appendix F Test Calculations ABDOO124900 TEST CALCULATIONS t. Determination of Moisture in Stack Gases a. Volume of Water Vapor Collected {Cubic Feet): Vwstd = 0.04707 * (Vic) b. Dry Gas Volume Through Meter (Cubic Feet): Vmstd = 17.64 * Vm * Y * {(Pbar + (H/13-6)) / Tm} c. Moisture Content (Percent): Bws = Vwstd / { Vwstd + Vmstd } * 100 d. Wet Molecular Weight : (Ms) Ms = { Md * (1-Bws) } + { 18.0 * Bws } II. Actual Stack Gas Volume Sampled (Cubic Feet): Vma = { Vmstd * Ts * Pstd } / { (1-Bws) * Tstd * Ps } III. Determination of Stack Gas Velocity & Volumetric Flow Rate a. Stack Gas Velocity (Feet per Second): Vs = Kp * Cp * (SqR P) * { SqR (Ts / (Ps * Ms) } b. Stack Volumetric Flow Rate (Cubic Feet per Minute): 1. Dry Standard Conditions (Qs) Gs = 60 * (1-Bws) * Vs * As * (Tstd/Ts) * (Ps/Pstd) 2. Actual Conditions (Qa) Ga = Vs * As * 60 IV. Determination of Particulate Concentration (Grainloading) a. Dry Standard Conditions: (cs) cs = 0.01543 * (Mn / Vmstd) b. Actual Conditions: (csl) csl = 0.01543 * ( Mn / Vma) V. Emission Rate (Pounds per Hour) E = 60 * Gs * cs / 7000 VI. Determination of Acceptability of Sampling Results: (I) I = ( 0.0945 * Ts * Vmstd ) / { 0 * Vs * Ps * An * ( 1 - Bws ) } ABDOO124901 As An ACF ACFM Bws cs csl Ca Cp delta H dp delta P dscf E E/Btu F Kp Ma Maw Mf Mn I Pa Pbar Pm Ps Pstd Qa Qs Tm Ts Tstd 0 Va Vaw Vf Vi Vic Vm Vma Vmstd Vs Vwstd Wa Wf Wi Y NOMENCLATURE Cross-sectional area of stack, square feet Cross-sectional area of nozzle, square feet Actual cubic feet of gas at stack conditions Actual cubic feet of gas per minute at stack conditions Proportion by volume of water vapor in gas stream Particulate concentration in stack gas, gr/dscf Particulate concentration in stack gas, gr/ACF Acetone blank residue concentration, mg/g Pitot tube coefficient Pressure drop across orifice meter, inches water Nozzle diameter, inches Velocity head of stack gas, inches water Cubic feet of dry gas corrected to standard conditions Particulate emission rate, pounds/hour Particulate Emission Rate, pounds/mmBtu F-factor, 9640 dscf/MMBTU's of heat input Constant (85.49) Mass of residue of acetone after evaporation, mg Mass of residue of acetone blank, mg Particulate matter collected on filter, mg Total particulate matter collected, mg Percent of isokinetic sampling Density of acetone, mg/ml Barometric pressure, inches mercury Barometric pressure of dry gas meter, in. mercury Absolute stack gas pressure, inches mercury Barometric pressure, standard conditions, 29.92 "Hg Volumetric flow rate, actual conditions, ACF/min Volumetric flow rate, dry standard conditions, dscf/min Absolute average dry gas meter temperature, degree R Absolute average stack gas temperature, degree R Absolute temperature at standard conditions, 528 R Total sampling time, minutes Volume of acetone blank, ml Volume of acetone used in wash, ml Final volume of impinger contents, ml Initial volume of impinger contents, ml Total volume collected in impingers and silica gel, ml Volume of gas sampled through gas meter, cubic feet Stack gas volume sampled, ACF Volume of gas sampled through gas meter, cubic feet Average stack gas velocity, feet/sec Volume of water vapor in gas sampled, standard cubic feet Weight of residue in acetone wash, mg Final weight of filter or probe wash beaker, g Initial weight of filter or probe wash beaker, g Dry gas meter calibration factor