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<br />e <br /> <br />e <br /> <br />e <br /> <br />Design Procedure Form: Retention Pond (RP) - Sedimentation Facility (Sheet 3 of 3) <br /> <br />Designer: <br /> <br />Company: <br /> <br />Date, <br />Project: . <br />Location: <br /> <br />John Doe I, P.E. <br />CloseNull Engineering, Inc. <br />August 30, 2000 <br />Heavenly Views OIIIce Park - PPD#3 <br />Castle Peaks, CO <br /> <br />vii) Minimum Bearing Bar Size (Klemp'. Series, Table 6a-2) 1.00 In. x 3/16 In. <br />(Base on depth of wacv surcharge) <br />6. Basin length to width ratio 2.00 (IJN) <br />7. Basin Side Slopes (Z:l) <br />A) Above the Permanent Pooi: Z= 4.0 (horizontailvertical) <br />B) Below the Permanent Pool z= Zone 1== 3.0 (horizontallvertlcal) <br /> Z= Zone 2= 3.0 (horizontallvertical) <br />8. Dam Embankment Side Slopes z= 4.0 (horizontallvertical) <br />9. Vegetation (Check the type used or describe W"Othe(') <br /> x Native Grass <br /> Irrigated Turf Grass <br /> x Emergent Aquatic Species' <br /> Other: <br /> 'SpecWy types and densities: <br /> 25% Cattails & 75% Bullrushes <br />12. Forebay Storage (5% to 10% of Design Volume in 10) Storage= O.OS acre-feet <br />13. Underdrains yes yes/no <br /> <br />Notes: <br /> <br />UCD Feb 2000 BMP-CASFM Sem-Examples-97, RP <br />