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Soil & Water Conservation District Guidebook 2008 - Minnesota ...

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Chippewa River bank erosion near Big<br />

Bend Church has been a concern of church members for<br />

many years. The erosion problem was most severe near the<br />

church cemetery, where many graves were in danger of sliding<br />

into the river. The Chippewa SWCD and the Montevideo<br />

Field Offi ce of the USDA Natural Resources <strong>Conservation</strong><br />

Service offered their assistance when asked by a group of<br />

church members. The project was recently completed after<br />

the U.S. Army Corp of Engineers became involved, bringing<br />

the additional funding that was necessary. The project stabilized<br />

a 60-foot bluff on 900 linear feet of streambank, which<br />

in turn protected 300 graves. Nearly 9,000 tons of rip-rap<br />

were used and 1,700 tons of topsoil were placed. The total<br />

cost of the project was $572,000. Other cooperating partners<br />

were Chippewa County, Swift SWCD, DNR, the Chippewa<br />

River <strong>Water</strong>shed Project, and the Big Bend Lutheran Church.<br />

The Local <strong>Water</strong> Management Plan for Chippewa<br />

County is in its third generation, and the Chippewa SWCD<br />

has been involved with the planning and implementation process<br />

since it began in 1991. SWCD staff and supervisors have<br />

always been active on Chippewa County’s Local <strong>Water</strong> Plan<br />

Committee. The committee has continued to develop, approve,<br />

and implement new programs that are locally driven. The local<br />

water plan has given fi nancial assistance to best management<br />

practices, administered through the SWCD to local landowners.<br />

A balanced livestock grazing program<br />

was developed for a local couple by the SWCD and the<br />

USDA Natural Resources <strong>Conservation</strong> Service (NRCS).<br />

Funding for the program became available several years<br />

ago from the Environmental Quality Incentives Program<br />

(EQIP). An extensive grazing plan was developed by<br />

Chippewa <strong>Soil</strong> & <strong>Water</strong> <strong>Conservation</strong> <strong>District</strong><br />

NRCS staff, which balanced the number of head of<br />

livestock with available feed and forage. The plan<br />

included all of the conservation practices needed to<br />

develop a complete grazing land resource management<br />

system, including fencing, livestock pipeline,<br />

and water tanks for use by the livestock. In addition, a<br />

prescribed grazing practice was initiated. This ensures<br />

that all of the other practices were supplemental to the<br />

treatment of the actual grazing land resource. Since the<br />

system began, fi eld windbreaks were added adjacent to<br />

many of the grazing pastures. Two years ago the couple<br />

began a nutrient management plan, which brings all<br />

elements of the grazing system full circle to complete<br />

all parts of a true resource management system.<br />

Top 5 Natural Resource Concerns<br />

1.<br />

2.<br />

3.<br />

4.<br />

5.<br />

Improve water quality<br />

Reduce soil erosion from wind/water<br />

Reduce sedimentation entering the county’s<br />

rivers, lakes, and streams<br />

Protect and restore wetlands<br />

Reduce agricultural runoff from cropland and<br />

feedlots<br />

Future Projects<br />

Rain gardens: The City of Montevideo is planning<br />

on installing trial rain gardens on city and residential<br />

property. Therefore, the planning process is underway.<br />

Partners include the Chippewa SWCD, Chippewa<br />

River <strong>Water</strong>shed Project, and the Chippewa<br />

County Land and Resource Management Offi ce.<br />

Maintenance of the Shakopee Creek structure:<br />

Chippewa County in the late 1950s and early 60s had<br />

a pilot watershed project. Shakopee Creek, a subwatershed<br />

of the Chippewa River <strong>Water</strong>shed Project,<br />

had a retention dam to store high fl ows of runoff. The<br />

structure is in need of repair along with the downstream<br />

discharge area. The ditch below the structure<br />

has major erosion and needs to be stabilized. The<br />

fl ood control of this structure still remains a vital part<br />

of this project and needs to be maintained. Planning<br />

and obtaining necessary funds are underway.<br />

27

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