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roarnlmns sdm�a <br />1) Stock tank design <br />This design is provided for filbae stock lank design. <br />POW l View <br />Scale: <br />1'=1•=fa <br />Note: This example shows the EPl stock tank, although the <br />Impoundment contours are are meant to depict Me approximate In gerseal, the stock seeks will have the following charecteristics: <br />size and shape needed to achieve a 2.0 acreloot capacity. <br />- Combination excavation and minimal embarMrnenrttype tlugart construction. <br />Less than 3 acre-feet in volume, typically less Man two acre-feet. <br />- Source of rmrofl is surface anent from topsoil and revegetated areas. <br />Maximum 3H: 1V slopes on side slopes. <br />Dem edln y=,urved or bent to DB M posbnine 5odac0 _ Top of stn andstructure <br />vegetated. at <br />Emden M will vary tlepea tng on topography Top of structure getat at least fOfeef <br />7 1 I Embsnkmedrs will typically be lets than 13 feet high from Me bottom of the pond <br />PondPond P® <br />scale: 1-=50 <br />Contour Interval = 1- <br />2) Open channel spillway <br />- Minimum width will be 8 feet, typically 12-15 feet in width. <br />- Grass lined spillway minimum, dprop may be specified for particular structures. <br />3) Inspections <br />An as -built summary table will be submiW.d upon completion of construction, and these structures will <br />be inspected annually by an engineer or by a qualified professional specialist under the direction of <br />a professional engineer. A Professional Engineer with cemlya report following she inspection. <br />Professional Enoineer Certification <br />I Thomas C. Petered, being a registeredP ,,icnal Engineer in Me stare of Cobredo, do hereby <br />certify that Me above parameters have been reviewed by dea and are correct to Me best of my <br />knowledge and information. <br />THOMAS C. PETERSON <br />P.E. No. 32257 <br />S <br />Ppp L/ <br />