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Table D-3. Percolation of Municipal Wastewater during <strong>Water</strong> Year 2008<br />

Effluent<br />

Pond Area Discharge Evaporation Percolation<br />

(acres) (acre-feet) (acre-feet) (acre-feet)<br />

Hollister -- domestic 92.9 1,927 347 1,580<br />

Hollister -- industrial 39.0 1,403 146 1,257<br />

Ridgemark Estates I & II 7.2 156 17 139<br />

Tres Pinos 1.8 26 7 19<br />

Total 140 3,486 510 2,977<br />

Notes:<br />

n.a. = not applicable. Average annual evaporation = 56 inches (DWR Bulletin 73-79)<br />

Assumes 80% of total pond area in use at any time (Rose, pers. comm.). Hollister pond areas are from Dickson and Kenneth D. Schmidt and Associates (1999) and include<br />

treatment ponds in addition to percolation ponds at the domestic wastewater treatment plant.<br />

The <strong>San</strong> Juan Bautista plant is not included because the unnamed tributary of <strong>San</strong> Juan Creek that receives its effluent usually gains flow along the affected reach and is on the<br />

southwest side of the <strong>San</strong> Andreas Fault. These conditions prevent the effluent from recharging the <strong>San</strong> Juan Subbasin.<br />

Flow data are accurate to a maximum of two significant digits. All digits are shown to avoid rounding small numbers to zero and to preserve correct column totals.<br />

D-3 Percolation of Wastewater<br />

Todd Engineers 11/26/2008

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