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1902»OF

APPENDIX C

HELP MODEL INPUTS/OUTPUTS

0285-23-1 1903

MCCASE1.0UT Monday, June 12, 1989 Pa

MILLCREEK, ERIE, PA.FEBRUARY 28, 1989OPEN LANDFILL, NO CAP

POOR GRASS

LAYER 1

WASTE LAYERTHICKNESS = 96.00 INCHESEVAPORATION COEFFICIENT = 3.300 MM/DAY**0.5POROSITY = 0.4090 VOL/VOLFIELD CAPACITY = 0.1370 VOL/VOLWILTING POINT = 0.0710 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 1.41699994 INCHES/HR

GENERAL SIMULATION DATA

SCS RUNOFF CURVE NUMBER = 78.00TOTAL AREA OF COVER = 43560. SQ. FTEVAPORATIVE ZONE DEPTH - 6.00 INCHESPOTENTIAL RUNOFF FRACTION - 0.100000EFFECTIVE EVAPORATION COEFFICIENT = 3.300 MM/DAY**0.5UPPER LIMIT VE6. STORAGE - 2.4540 INCHESINITIAL VEG. STORAGE = 0.6240 INCHES

190*

MCCASE1.0UT Monday, June 12, 1989 Page 2

CLIMATOLOGIC DATA FOR ' CLEVELAND OHIO

MONTHLY MEAN TEMPERATURES, DEGREES FAHRENHEIT

JAN/JUL FEB/AUG MAR/SEP APR/OCT MAY/NOV JUN/DEC

27.07 28.66 35.8, 46.81 58.51 67.8572.33 70.74 63.52 52.59 40.89 31.55

MONTHLY MEANS SOLAR RADIATION, LANGLEYS PER DAY


109.76 171.20 272.51 386.55 482.75 535.35530.24 468.80 367.49 253.45 157.25 104.65

LEAF AREA INDEX TABLE

DATE LAI

1 0.00112 0.00132 0.31151 0.51171 0.51190 0.51210 0.51229 0.51249 0.46268 0.33288 0.16307 0.09366 0.00

POOR GRASS

WINTER COVER FACTOR = 0.30

MONTHLY TOTALS FOR 74


1905 I

MCCASE1.0UT Monday, June 12, 1989

PRECIPITATION (INCHES) 2.56 2.43 3.88 3.64 4.78 3.571.90 3.29 3.06 1.19 4.72 4.86

RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.009

EVAPOTRANSPIRATION 0.743 1.169 2,324 1.931 3.160 2.420(INCHES) 1.442 2.474 1.932 1.026 1.387 0.822

PERCOLATION FROM BASE 0.0000 0.0000 4.7335 1.6106 1.6907 1.1502OF LANDFILL (INCHES) 0.4722 0.9258 1.0112 0.2476 3.0663 3.2406

DRAINAGE FROM BASE OF 0.000 0.000 0.000 0.000 0.000 0.000LANDFILL (INCHES) 0.000 0.000 0.000 0.000 0.000 0.000

ANNUAL TOTALS FOR 74

(INCHES) (CU. FT.) PERCENT

PRECIPITATION 39.88 144764. 100.00

RUNOFF 0.009 33. 0.02

EVAPOTRANSPIRATION 20.833 75622. 52.24

PERCOLATION FROM BASE OF LANDFILL 18.1488 6588oT 45.51>

DRAINAGE FROM BASE OF LANDFILL 0.000 0. 0.00»

r £*Ai 906




RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.017 0.000 0.000 0.000 0.000

EVAPOTRANSPIRATION 0.823 1.169 2.333 1.379 1.972 3.074(INCHES) 1.769 3.339 2.617 1.019 0.922 0.814




SOIL WATER AT START OF YEAR 12.95 47023.

SOIL WATER AT END OF YEAR 13.12 47631.

SNOW WATER AT START OF YEAR 0.00 0.

SNOW WATER AT END OF YEAR 0.72 2621.

ANNUAL WATER BUDGET BALANCE 0.00 0. 0.00




PRECIPITATION 40.81 148140. 100.00

RUNOFF 0.017 63. 0.04


PERCOLATION FROM BASE OF LANDFILL 18.8208 68320. 46.12

DRAINAGE FROM BASE OF LANDFILL 0.000 0. 0.00





ANNUAL WATER BUDGET BALANCE 0.00 -1. 0.00

1908





RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.001 0.000 0.000 0.000 0.000 0.000






PRECIPITATION 34.81 126360. 100.00

1909


RUNOFF 0.001 5. 0.00












RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.008 0.000 0.000 0.000 0.000 0.000


^ MCCASE1.0UT Monday, June 12, 1989 Page 8





PRECIPITATION 36.09 131007. 100.00

RUNOFF 0.008 29. 0.02













RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.001 0.000 0.000 0.000 0.000




1912




PRECIPITATION 32.06 116378. 100.00

RUNOFF 0.001 3. 0.00









AVERAGE MONTHLY TOTALS FOR 74 THROUGH 78



MCCASE1.0UT Monday, June 12, 1989 Page

RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.002 0.004 0.000 0.000 0.000 0.002




AVERAGE ANNUAL TOTALS FOR 74 THROUGH 78


PRECIPITATION 36.73 133330. 100.00

RUNOFF 0.007 27. 0.02





a*******************************•»:**************************************

PEAK DAILY VALUES FOR 74 THROUGH 78

(INCHES) (CU. FT.)

PRECIPITATION 2.13 7731.9

RUNOFF 0.010 37.0

PERCOLATION FROM BASE OF LANDFILL 1.1011 3997.1

DRAINAGE FROM BASE OF LANDFILL 0.000 0.0

HEAD ON BASE OF LANDFILL 0.0

SNOW WATER 7.15 25936.5

MAXIMUM VEG. SOIL WATER (VOL/VOL) 0.1535

MINIMUM VEG. SOIL WATER (VOL/VOL) 0.0710

MCCASE5.0UT Tuesday, June 13, 1989

MILLCREEK, ERIE, PA.APRIL 21, 1989CLOSED LANDFILL, 6" TOPSOIL

GOOD GRASS

LAYER 1

VERTICAL PERCOLATION LAYERTHICKNESS = 6.00 INCHESEVAPORATION COEFFICIENT = 4.500 MM/DAY**0.5POROSITY = 0.5210 VOL/VOLFIELD CAPACITY = 0.3770 VOL/VOLWILTING POINT - 0.2210 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 0.21000001 INCHES/HR

LAYER 2

WASTE LAYERTHICKNESS = 96.00 INCHESEVAPORATION COEFFICIENT = 3.300 MM/DAY**0.5POROSITY = 0.4090 VOL/VOLFIELD CAPACITY = 0.1370 VOL/VOLVIILTING POINT = 0.0710 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 1.41699994 INCHES/HR

*

MCCASE5.0UT Tuesday, June 13, 1989 Page 2


SCS RUNOFF CURVE NUMBER = 70.00TOTAL AREA OF COVER = 43560. SQ. FTEVAPORATIVE ZONE DEPTH - 12.00 INCHESEFFECTIVE EVAPORATION COEFFICIENT = 4.367 MM/DAY**0.5UPPER LIMIT VEG. STORAGE = 5.5800 INCHESINITIAL VEG. STORAGE - 2.4180 INCHES

CLIMATOLOGIC DATA FOR CLEVELAND OHIO



27.07 28.66 35.88 46.81 58.51 67.8572.33 70.74 63.52 52.59 40.89 31.55



109.76 171.20 272.51 386.55 482.75 535.35530.24 468.80 367.49 253.45 157.25 104.65


DATE LA I

1 0.00112 0.00132 1.23151 2.01171 2.01190 2.01210 2.01229 2.01249 1.81268 1.31288 0.64307 0.34366 0.00

GOOD GRASS

WINTER COVER FACTOR - 1.20

MCCASE5.0UT Tuesday, June 13, 1989 Page




RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.148




1918




RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.000

1919




PRECIPITATION 39.88 144764. 100.00

RUNOFF 0.148 539. 0.37













PRECIPITATION 34.81 126360. 100.00

RUNOFF 0.000 0. 0.00












RUNOFF (INCHES) 0.000 0.000 0.013 0.000 0.000 0.0000.001 0.000 0.000 0.000 0.000 0.004






PRECIPITATION 36.09 131007. 100.00

RUNOFF 0.018 66. 0.05




MCCASE5.0UT Tuesday, June 13, 1989 Page 'r


SOIL WATER AT END OF YEAR' 15.41 55953.







RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.000







PRECIPITATION 32.06 116378. 100.00

RUNOFF 0.000 0. 0.00









MCCASE5.0UT Tuesday, June 13, 1989

0.000 0.131 0.000 0.000 0.000 0.000






PRECIPITATION 40.81 148140. 100.00

RUNOFF 0.131 477. 0.32








AROQI92U






RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.000




1925





RUNOFF (INCHES) 0.000 0.000 0.003 0.000 0.000 0.0000.000 0.026 0.000 0.000 0.000 0.031






PRECIPITATION 36.73 133330. 100.00

1926


RUNOFF 0.060 216. 0.16





(INCHES) (CU. FT.)


RUNOFF 0.130 473.3




SNOW WATER 7.15 25936.5



MCCASE2.0UT Tuesday, February 28, 1989 Page

MILLCREEK, ERIE, PA.FEBRUARY 28, 1989CLOSED LANDFILL (SOIL/CLAY CAP)

GOOD GRASS

LAYER 1

VERTICAL PERCOLATION LAYERTHICKNESS = 6.00 INCHESEVAPORATION COEFFICIENT - 4.500 MM/DAY**0.5POROSITY = 0.5210 VOL/VOLFIELD CAPACITY = 0.3770 VOL/VOLWILTING POINT = 0.2210 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 0.21000001 INCHES/HR

LAYER 2

BARRIER SOIL LAYERTHICKNESS = 18.00 INCHESEVAPORATION COEFFICIENT = 3.100 MM/DAY**0.5POROSITY = 0.5200 VOL/VOLFIELD CAPACITY = 0.4500 VOL/VOLWILTING POINT = 0.3600 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 0.00014200 INCHES/HR

MCCASE2.0UT Tuesday, February 28, 1989 Page 2

LAYER 3

WASTE LAYERTHICKNESS = 96.00 INCHESEVAPORATION COEFFICIENT = 3.300 MM/DAY**0.5POROSITY = 0.4090 VOL/VOLFIELD CAPACITY = 0.1370 VOL/VOLWILTING POINT = 0.0710 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY - 1.41699994 INCHES/HR


SCS RUNOFF CURVE NUMBER = 70.00TOTAL AREA OF COVER = 43560. SQ. FTEVAPORATIVE ZONE DEPTH = 12.00 INCHESEFFECTIVE EVAPORATION COEFFICIENT = 4.500 MM/DAY**0.5UPPER LIMIT VEG. STORAGE = 3.1260 INCHESINITIAL VEG. STORAGE - 1.7940 INCHES




27.07 28.66 35.88 46.81 58.51 67.8572.33 70.74 63.52 52.59 40.89 31.55



109.76 171.20 272.51 386.55 482.75 535.35530.24 468.80 367.49 253.45 157.25 104.65


DATE LAI

1 0.00

1929


112 0.00132 1.23151 2.01

' 171 2.01190 2.01210 2.01229 2.01249 1.81268 1.31288 0.64307 0.34366 0.00

GOOD GRASS





RUNOFF (INCHES) 0.000 0.000 3.470 1.463 0.053 0.0000.000 0.000 0.000 0.000 1.627 3.231

EVAPOTRANSPIRATION 0.743 1.169 2.182 2.625 5.056 4.042(INCHES) 1.922 '3.424 2.546 1.632 1.356 0.736

PERCOLATION FROM BASE 0.0000 0.0000 0.1173 0.1286 0.1042 0.0163OF COVER (INCHES) 0.0000 0.0013 0.0000 0.0000 0.1135 0.1388


DRAINAGE FROM BASE OF 0.000 0.000 0.000 0.000 0.000 0.000

51001930


COVER (INCHES) 0.000 0.000 0.000 0.000 0.000 0.000




PRECIPITATION 39.88 144764. 100.00

RUNOFF 9.844 35734. 24.68


PERCOLATION FROM BASE OF COVER 0.6201 2251. 1.55


DRAINAGE FROM BASE OF COVER 0.000 0. 0.00







AfOO!93i

MCCASE2.0UT Tuesday, February 28, 1989




RUNOFF (INCHES) 0.000 0.000 5.889 0.000 0.000 0.0000.000 2.993 0.305 0.000 0.000 0.450




DRAINAGE FROM BASE OF 0.000 0.000 0.000 0.000 0.000 0.000COVER (INCHES) 0.000 0.000 0.000 0.000 0.000 0.000


ft8001932




PRECIPITATION 40.81 148140. 100.00

RUNOFF 9.636 34980. 23.61











1933





RUNOFF (INCHES) 0.000 0.000 7.018 0.204 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.000






193*




PRECIPITATION 34.81 126360. 100.00

RUNOFF 7.222 26215. 20.75













58001935

MCCASE2.0UT Tuesday, February 28, 1989 Page %


RUNOFF (INCHES) 0.000 0.000 2.580 1.114 0.000 0.0000.029 0.000 0.000 0.000 0.144 3.077








PRECIPITATION 36.09 131007. 100.00

RUNOFF 6.943 25203. 19.24




RUNOFF (INCHES) 0.000 0.000 2.088 0.687 0.000 0.0000.000 0.000 0.000 0.104 0.000 1.045













1937








PRECIPITATION 32.06 116378. 100.00

RUNOFF 3.925 14248. 12.24










RUNOFF (INCHES) 0.000 0.000 4.209 0.694 0.011 0.0000.006 0.599 0.061 0.021 0.354 1.561














PRECIPITATION 36.73 133330. 100.00

RUNOFF 7.514 27276. 20.46







19*0


(INCHES) (CU. FT.)


RUNOFF 1.796 6520.9

PERCOLATION FROM BASE OF COVER 0.0130 47.3


DRAINAGE FROM BASE OF COVER 0.000 0.0


HEAD ON BASE OF COVER 6.1


SNOW WATER 7.15 25936.5



MCCASE2.10 Tuesday, February 28, 1989 Page

MILLCREEK, ERIE, PA.FEBRUARY 28, 1989CLOSED LANDFILL (ROD COVER)3 0 1.000000 1.000000 ' '70.000000 46.00 18.00 96.00 0.00 0.00 0.00 0.00 0.00 0.00 5

0.5210 0.5200 0.4090 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 60.3770 0.4500 0.1370 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 70.2210 0.3600 0.0710 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 84.500 3.100 3.300 0.000 0.000 0.000 0.000 0.000 0.000 90.21000001 0.00014200 1.41699994 0.00000000 0.00000000 100.00000000 0.00000000 0.00000000 0.00000000 11

43560. 121 3 4 0 0 0 0 0 0 1 3

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 140.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15

3 0


MILLCREEK, ERIE, PAFEBRUARY 28, 1989CLOSED LANDFILL (RCRA CAP)

GOOD GRASS

LAYER 1

VERTICAL PERCOLATION LAYERTHICKNESS = 6.00 INCHESEVAPORATION COEFFICIENT = 4.500 MM/DAY**0.5POROSITY = 0.5210 VOL/VOLFIELD CAPACITY = 0.3770 VOL/VOLWILTING POINT = 0.2210 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 0.21000001 INCHES/HR

LAYER 2

VERTICAL PERCOLATION LAYERTHICKNESS = 24.00 INCHESEVAPORATION COEFFICIENT = 3.300 MM/DAY**0.5POROSITY - 0.4090 VOL/VOLFIELD CAPACITY = 0.1370 VOL/VOLWILTING POINT = 0.0710 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 1.41699994 INCHES/HR


LAYER 3

LATERAL DRAINAGE LAYERSLOPE - 2.00 PERCENTDRAINAGE LENGTH = 105.0 FEETTHICKNESS = 12.00 INCHESEVAPORATION COEFFICIENT = 3.300 MM/DAY**0.5POROSITY = 0.3890 VOL/VOLFIELD CAPACITY = 0.1990 VOL/VOLWILTING POINT = 0.0660 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 6.61999989 INCHES/HR

LAYER 4

BARRIER SOIL LAYER WITH LINERTHICKNESS = 24.00 INCHESEVAPORATION COEFFICIENT = 3.100 MM/DAY**0.5POROSITY = 0.5200 VOL/VOLFIELD CAPACITY = 0.4500 VOL/VOLWILTING POINT - 0.3600 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 0.00014200 INCHES/HR

LAYER 5

WASTE LAYERTHICKNESS = 96.00 INCHESEVAPORATION COEFFICIENT - 3.300 MM/DAY**0.5POROSITY = 0.4090 VOL/VOLFIELD CAPACITY - 0.1370 VOL/VOLWILTING POINT - 0.0710 VOL/VOLEFFECTIVE HYDRAULIC CONDUCTIVITY = 1.41699994 INCHES/HR

MCCASE4.0UT Tuesday, February 28, 1989 Page %


SCS RUNOFF CURVE NUMBER = 70.00TOTAL AREA OF COVER = 43560. SQ. FTEVAPORATIVE ZONE DEPTH = 12.00 INCHESLINER LEAKAGE FRACTION = 0.000020EFFECTIVE EVAPORATION COEFFICIENT = 4.367 MM/DAY**0.5UPPER LIMIT VEG. STORAGE = 5.5800 INCHESINITIAL VEG. STORAGE = 2.4180 INCHES




27.07 28.66 35.88 46.81 58.51 67.8572.33 70.74 63.52 52.59 40.89 31.55



109.76 171.20 272.51 386.55 482.75 535.35530.24 468.80 367.49 253.45 157.25 104.65


DATE . LAI

1 0.00112 0.00132 1.23151 2.01171 2.01190 2.01210 2.01229 2.01249 1.81268 1.31288 0.64307 0.34366 0.00

GOOD GRASS






RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.245






19*6

MCCASE4.0UT Tuesday, February 28, 1989 Page\5



PRECIPITATION 39.88 144764. 100.00

RUNOFF 0.245 888. 0.61













19*7



RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.155 0.000 0.000 0.000 0.000








PRECIPITATION 40.81 148140. 100.00

19*8

MCCASE4.0UT Tuesday, February 28, 1989 Page%

RUNOFF ' 0.155 562. 0.38














RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.000

19*9









PRECIPITATION 34.81 126360. 100.00

RUNOFF 0.000 0. 0.00






1950

MCCASE4.0UT Tuesday, February 28, 1989 Page%


SOIL WATER AT END OF YEAR' 33.26 120746.







RUNOFF (INCHES) 0.000 0.000 0.027 0.000 0.000 0.0000.001 0.000 0.000 0.000 0.000 0.009


PERCOLATION FROM BASE 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000OF COVER (INCHES)' 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000







PRECIPITATION 36.09 131007. 100.00

RUNOFF 0.037 134. 0.10











1952





RUNOFF (INCHES) 0.000 0.000 0.000 0.000 0.000 0.0000.000 0.000 0.000 0.000 0.000 0.000






Hi00i9S3




PRECIPITATION 32.06 116378. 100.00

RUNOFF 0.000 0. 0.00











S800I95*





RUNOFF (INCHES) 0.000 0.000 0.005 0.000 0.000 0.0000.000 0.031 0.000 0.000 0.000 0.051






1955




PRECIPITATION 36.73 133330. 100.00

RUNOFF 0.087 317. 0.24







(INCHES) (CU. FT.)


RUNOFF 0.243 882.4

PERCOLATION FROM BASE OF COVER 0.0000 0.0


DRAINAGE FROM BASE OF COVER 0.106 384.9


HEAD ON BASE OF COVER 27.3


O


SNOW WATER 7.15 25936.5



I 957

APPENDIX D

NATIONAL ATMOSPHERIC DEPOSITION PROGRAM DATA

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APPENDIX EWATER' BALANCE CALCULATIONS - RI/FS REPORT

0285-23-1 IliOi 96k

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APPENDIX F

COLUMN LEACHATE RESULTS

0285-23-1

MAUDOLMPIRNIE

MILLCREEK COLUMN STUDYCALCULATIONS -TO DETERMINE CORRELATION

BETWEEN FLOW THROUGH COLUMNS AND ON-SITE PERCOLATION

1. 3" Diameter-She!by Tube (2-7/8" ID) A = 41.88 cm2

2. Percolation into soil each year = 11.15 inches = 28.32 cm

- based on Water Balance performed in the RemedialInvestigation Report.

3. (28.3 cm) (41.9 cm2) = 1186 cm3 * 1.2 I/year

- 30 liters through each column in 25 year simulation.

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APPENDIX H

SESOIL DATA INPUTS

0285-23-1

i r"

Data Type i CHEMICAL DATA FOR ADDITIONAL PROCESSES

ELEMENT Parameter Description Reference

VAL Valence (-) Chemical HandbookKNH Neutral Hydrolysis ConstKBH Base Hydrolysis Const (I/day)KAH Acid Hydrolysis Const (I/day)KDEL Liquid Biodeg. Rate (I/day)KDES Solid Biodeg. Rate (I/day)SK Ligand Stability Const (-)B Molec. of Ligand per Mole CompoundMWTLIG Molec. Wt. of Ligand (g/mol)

Data Types APPLICATION DATA

Element Parameter Description Reference ^

HEADER Applic. Area Name (0-48 char) SiteILYS No. of Soil LayersIYRS No. of Years of Data (1-99)AR Application Area (cm2)L Latitude of Site (deg N)ISPILL Spill Index (0 or 1)

Data Types APPLICATION DATA (LAYER SPECIFIC DATA)

Element Parameter Description Reference

Dl Thickness of Upper Layer (cm) SiteD2 Thickness of Second Layer (cm)D3 Thickness of Third Layer (cm)D4 Thickness of Lower LayerNSUB1 No. Sublayers in Upper LayerNSUB2NSUB3 No. Sublayers in 2nd LayerNSUB4 No. of Sublayers in Lower LayerPHI pH of Upper LayerPH2 pH of 2nd LayerPH3 pH of 3rd LayerPH4 pH of Lower LayerKll Permeability of Upper Layer (cm2)K12 Permeability of 2nd Layer (cm2)K13 Permeability of 3rd Layer (cm2)K14 Permeability of Lower Layer (cm2)

Data Type: MONTHLY CLIMATE DATA FOR EACH YEARElement '" Parameter Description Reference

TA Air temperature (deg C) NOAA 1980, 1987NN Cloud Cover (frac.)S Relative Humidity (frac.)A Short Wave Albedo (frac.)REP Evapotranspiration (cm/day)MPM Rain Depth (cm/month)MTR Mean Storm Duration (days)MN Number of Storm Events (#/month)MT Length of Rainy Season (days/month)

Note: The user may enter evaportranspiration data in which caseNN, S and A are not needed. If REP' is zero then NN, S and A areused to estimate evaptranspiration.

Data Type: SOIL DATA


NAME Soil Title (0-48 char.) SCSRS Bulk Density (g/cm3)Kl Intrinsic Permeability (cm2)C Soil Disconnectedness Index (-)N Effective Porsity (-)OC Organic Carbon Content (%)CEC Cation Exchange Cap. (meg/lOOg)FRN Freundlich Exponent (-)

Data Type: BASIC CHEMICAL DATA


NAME Chemical Name (0-48 char.) Chemical HandbookSL Solubility in Water (ug/ml)DA Air Diffusion Coeff. (cm2/sec)H Henry's Law Const (mS-atm/K-mol)KOC OC Adsorp. Coeff. (ug/g)/(ug/ml)K Soil Adsorp. Coeff. (ug/g)/ug/ml)MWT Molecular Weight (g/mole)

I 1Data Type: APPLICATION DATA (LAYER RATIOS)

Element Parameter Description Reference_________ ^ ______ __KDBL2 Ratio of KDEL Layer 2 to 1 SiteKDEL3 Ratio of KDEL Layer 3 to 1KDEL4 Ratio of KDEL Layer 4 to 1KDES2 Ratio of KDES Layer 2 to 1KEDS3 Ratio of KDES Layer 3 to 1DKES4 Ratio of KDES Layer 4 to 1OC2 Ratio of OC Layer 2 to 1OC3 Ratio of OC Layer 3 to 1CEC4 Ratio of OC Layer 4 to 1CEC2 Ratio of CEC Layer 2 to 1CEC3 Ratio of CEC Layer 3 to 1CEC4 Ratio of CEC Layer 4 to 1FRN2 Ratio of FRN Layer 2 to 1FRN3 Ratio of FRN Layer 3 to 1FRN4 Ratio of FRN Layer 4 to 1ADS2 Ratio of ADS Layer 2 to 1ADS3 Ratio of ADS Layer 3 to 1ADS4 Ratio of ADS Layer 4 to 1

Data Types WASHLOAD DATA


HEADER Washload Data Title (0-48 char) SiteARW Washload Area (cm2)SLT Silt Fraction (-)SND Sand Fraction (-)CLY Clay Fraction (-)SLEN Slope Length (cm)SLP J_and Slope (cm/cm)

Data Types MODEL EXECUTION DATA


RUN Run number (Cannot modify1) ScenarioOPTN Run Option (Cannot modify1)CLIM Climate indexSOIL Soil IndexCHEM Chemical IndexWASH Washload IndexAPPL Application IndexYRS Number of Years Simulated

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