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Riechers Spence Associates Job #:2102 049.0 Consulting Civil Engineers Date:10/23/2002 Ehlers Family Estate Winery Irrigation and Effluent Appl. Rates Month ETo PPT Kcv ETv I Img. Demand Effluent KcP I ETP Irrig. Demand Effluent Kc ETL I Irrig. Demand Effluent Total Total Effl. dd. EfB. Viney. Viney. I Vineyard applied Pasture Pasture Pasture applied Landsc. Landsc. Landscape ;applied Demand applied required Inche Inches Inches Inches I MG Inches Inches Inchesl MG Inches - Inches I Inches I MG i Inches MG MG MG SEP 5.21 0.40 0.261 1.351 0.95 0.258 0.26 0.00 0.00 0.001 0.000 0.00 0.65 3.381 2.981 0.8091 0.65 1.067 0.247 0.820 OCT 3.1 0.90 0.071 0.22 0.00 0.000 0.07 0.00 0.00 0.001 0.000 0.00 0.00 0.001 0.001 0.0001 0.00 0.000 0.019 0.000 NOV 1.3 2.70 0.00i 0.00 0.00 0.000 0.00 0.00 0.00 0.001 0.000 0.00 0.00 0.00 0.001 0.0001 0.00 0.000 0.000 0.000 DEC 0.7 2.70 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.0001 0.00 C10001 0.000 0.000 JAN 0.9 3.20 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.0(01 0.00 0.000 0.000 0.000 FEB 1.5 2.60 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.001 0.0001 0.00 0.000 0.000 0.000 MAR 2.9 2.70 0.00 0.00 0.00 0.000 0.00 0.00 0.00 0.00 0.000 0.00 0.00 0.00 O.Ool 0.0001 0.00 0.000 0.000 0.000 APR 1 5.1 1.30 0.16 0.821 0.00 0.000 0.00 0.29 1.48 0.18 0.049 1.00 0.00 0.00 0.001 0.0001 0.00 0.049 0.272 0.000 MAY 6.5 0.30 0.58 3.77 3.47 0.942 0.10 0.77 5.01 4.71 1.279 0.00 0.15 0.98 0.681 0.1851 1.32 2.406 0.386 2.020 JUN 7.0 0.10 0.71 4.97 4.87 1.322 0.20 1.13 7.91 7.81 2.121 0.00 0.62 4.34 4.241 1.1511 0.00 4.594 0.054 4.540 JUL 7.71 0.10 0.64 4.93 4.83 1.312 0.23 1.06 8.16 8.06 2.189 0.00 1.20 9.24 9.14 . 2.4821 0.00 5.983 0.062 5.921 AUG 7.71 0.10 0.45 3.471 3.37 0.915 0.00 0.79 6.08 5.981 1.624 0.001 1.081 8.321 8.221 2.2321 1.00 4.771 0.272 4.499 Total 49.61 17.10 19.53 17.49 4.749 0.86 28.64 26.74 7.262 1.00 1 26.261 25.2601 6.8591 2.97 18.87 1.312 17,800 Irrigation Area: Vineyard: 435,600 sff. Tomatoes 435,600 sff. Com 435,600 sff. 10.000 Acres 10.000 Acres 10.000 Acres Notes: (1) ETo values are based on"California Irrigation Management and Information Service-CIMIS computer program";wwwdplc.water.co.gov/cimis/cimis/hq/ (2) PPT values are based on"World Climate publication" (enclosed) (3) Kc values are based on"Irrigation with Reclaimed Municipal Wastewater-A Guidance Manual"by CSWRCB July 1984 (4) ET=ETo x Kc (5) Irrigation Demand= ET- PPT (6) Effluent applied = Irrigation applied plus Perculation applied (7) A perculation capacity of 0.5 Inches was assumed for the proposed areas (8) MG= Million Gallons -