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Testimony Feb 3, 2010

 

To:                  Salmon City Council

From:             Calvin B Leman, PhD

                        208-756-4104

                        305 Washington Street, Salmon, Idaho

                        http://votingpeoplehelpingpeople.com/

 

Date:              February 3, 2010

Subject:         Finding the best wastewater solution for the people of Salmon.

 

At our workshop on January 25, you told me that you thought the wetland and agriculture solution, which I described for effluent from the lagoon, was a good idea.  The main problem that we discussed was getting the land.  Since last week, we have discovered that we are fortunate enough to have the ideal parcel available now.  Mike Overacker's Ranch (208-756-2809), which is just across the street from the lagoon, is available now and Mike has use for the water now: the sprinklers are in place.  Because this is the decision-making time for this solution, it would be the ideal time to make the right decision.  This land may not be available in the future.  Other towns have built constructed wetlands for ½ to 1/8 the cost, according EPA and Army Corps of Engineers publications.

To make the right decision, we need help from an engineering firm, who understands wetland solutions, who has built wetland solutions, and who can evaluate our specific situation, now that we have a location for the constructed wetland.

This morning I talked with Jim Phillips (Rural Development Specialist-Environmental for RCAC 208/841-9714I) about helping with this project.  I have talked with Ron Crites (Brown & Caldwell 530-204-5204), Paul McGuire (Morrison & Maierle 406-542-4819), and will be talking with Larry Brown, from Ohio State University.  These engineering firms and university have experience with constructed wetland solutions.  Larry Brown was a part of the Wetland Reservoir Sub-irrigation System[i], which I am giving you as reference today.  Ron Crites wrote the document[ii] that I told you about at the workshop.  All of this information is on the website.[iii]

Arm-chair engineering and theoretical calculations, as we have been doing, cannot distinguish if a wetland is a common-sense way to use the wastewater from Salmon.  We really have to look at the land.  For example, from October to March, the effluent is about 1mgd, which requires 50 acres, if 10 feet deep.  That is about as far as we can get, without help from an engineer, who understands wetlands and can evaluate our specific situation.  We also need help evaluating if infiltration has any effect at all on a wetland solution.  Two reservoirs connected by a free water surface or subsurface wetland may be a common-sense solution. 

A wetland solution may not require fixing the infiltration, because other towns use wetlands for far more water than Salmon will ever generate.  What data or what guarantee do we have to show that fixing the infiltration will stop EPA violation notices, like Salmon received on October 8, 2008, for 120 violations?

The Natural Resources Conservation Service (NRCS) may match city funds to build a wetland.  Idaho Department of Environmental Quality (DEQ) may match city funds to evaluate this constructed wetland solution for Salmon wastewater.  We may be able to match the NRCS grant with the DEQ grant.

The people of Salmon elected you to research and to find the best solutions possible.  This is a big responsibility.  Now is your opportunity to take care of this wastewater situation with a solution, which will benefit the people of Salmon now and in the years to come. 

 

 

 

 

 

 

 

 



[i]    A Wetland Reservoir Sub-irrigation System (WRSIS) is an innovative agricultural water management system. WRSIS is a wetland and a water storage reservoir linked to a network of subsurface pipes to either drain or irrigate crops.  Runoff and subsurface drainage are collected from cropland into a constructed wetland. Natural processes in the wetland remove some of the nutrients, pesticides, and sediment. The water then goes to a storage reservoir and held until needed to irrigate crops.  The storage reservoir also provides a further cleaning of the water.  The integration of these components allows WRSIS to operate in a closed loop mode most of the time.  WRSIS can offer a number of benefits including (1) enhanced crop yields, (2) reduced offsite release of nutrients, pesticides, and sediment, (3) additional wetland vegetation and wildlife habitat, (4) more carbon sequestration in soil, and possibly, (5) decreased flooding potential downstream.  http://www.ars.usda.gov/Research/docs.htm?docid=14999

 

[ii]   Abstract 

Constructed wetlands have considerable potential for use in upgrading treatment pond systems. In 1998 the pond system used by the City of Cle Elum had a history of violating its NPDES permit.  Flows and loadings to its treatment plant were projected to grow significantly in the next twenty years, yet the treatment plant was already at capacity.  Planning efforts were conducted to evaluate the relative merits of several alternative long-range plans to accommodate increased wastewater flows and loads due to population growth in the area. Conversion of the third lagoon to a constructed wetland was chosen as an interim upgrade to handle increased treatment capacity and more stringent discharge requirements.   

The new revised permit required BOD and TSS concentrations not to exceed 30 mg/L and a minimum removal of 85 percent of the incoming BOD and TSS loads.  The treatment efficiency was the driving design parameter because of high infiltration/inflow (I/I) from the spring snow melt that creates a dilute waste stream requiring effluent BOD concentrations of 14 mg/L. Actual performance for BOD and TSS removal has ranged from 94 to 98 percent. 

The wetland consists of a series of three planted zones separated by two open zones.  The planted zones, totaling 68 percent of the total area, are 1.5 feet deep and are planted with hardstem bulrush, Scripus acutus, a common native wetland plant.  The open zones are 3 feet deep, which prevents growth of wetland plants.  The planted zones allow for denitrification and BOD removal.  The open zones reduce short-circuiting and allow natural aeration to increase dissolved oxygen.

 

[iii]    http://votingpeoplehelpingpeople.com/