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Silver Creek - Division of Water Quality - Utah.gov

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Stream Reach<br />

Length<br />

(miles)<br />

<strong>Silver</strong> <strong>Creek</strong> <strong>Water</strong>shed TMDL Final Report<br />

Cadmium<br />

Annual Load<br />

(lbs)<br />

Cadmium Annual<br />

Load Reduction<br />

Needed (lbs)<br />

Proposed<br />

BMP<br />

Removal<br />

Efficiency<br />

Projected<br />

Cadmium<br />

Total<br />

Removal<br />

(lbs)<br />

Stream Reach<br />

Above Park City 2.6 17.6 15.8 80 - 100 % 14<br />

Park City to Richardson<br />

Flat 3.4 10.3 5.5 85 – 99% 8.7<br />

Richardson Flat to<br />

Above Atkinson 4.1 25.8 22.1 85 – 100% 21.9<br />

Above Atkinson to<br />

Atkinson 0.5 26.8 17.4 85 – 100% 22.8<br />

Atkinson to Wanship 7.5 12.3 1.0<br />

1. Removal estimates in this reach are based on upstream reductions already achieved.<br />

*The same BMPs will be used for Cadmium as will be used for Zinc.<br />

Costs<br />

The following item costs and assumptions were used for calculating costs <strong>of</strong> BMP<br />

implementation:<br />

*Excavation = $4/cu.yd.<br />

Excavation is to a depth <strong>of</strong> 4 feet and includes hauling<br />

materials to a maximum distance <strong>of</strong> 5 miles.<br />

**Topsoil = $15.50/cu.yd. Topsoil includes materials and spreading. All excavated<br />

areas will be topsoiled at a depth <strong>of</strong> 6” to 8”.<br />

*Lined Ditch = $50/ft.<br />

Ditch/stream liner will be concrete or clay.<br />

*36” Pipe Culvert = $60/ft Includes placement.<br />

*48” Pipe Culvert = $88/ft Includes placement.<br />

***Wetland Creation = $3/sq.ft. Includes earthwork and vegetation<br />

*<strong>Utah</strong> Department <strong>of</strong> Transportation - Statewide Standard Item Average Prices and Total Quantities 2002<br />

**Local Park City costs. For purposes <strong>of</strong> calculations, $15.50/cu.yd = $2.60/sq.yd @ 6” depth.<br />

***Brodie, 1993<br />

For purposes <strong>of</strong> cost estimating, it is assumed that <strong>Silver</strong> <strong>Creek</strong> will either be placed in a lined<br />

ditch or in a 48” pipe culvert. A 48” pipe should accommodate anticipated flows, storm events<br />

etc., can overflow into the irrigation system and be retained at the irrigation holding pond to the<br />

north.<br />

All contaminated soil will be excavated and removed to an approved repository (Richardson<br />

Flat). All disturbed areas shall be regraded and covered with 6 to 8 inches <strong>of</strong> topsoil.<br />

Costs are summarized by stream reach below and presented in Table 18. All costs are based on<br />

estimated area and length measurements taken from readily available maps.<br />

1.<br />

1.0 1.<br />

Table 18: Proposed BMPs, Efficiencies, and Costs<br />

Page 57

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