Last updated 6/20/00

Table of Contents

Water Quality Management of Purdue’s Kampen Golf Course

Zachary Reicher, Ron Turco, and Amanda Lopez, Department of Agronomy
Vickie Poole, Department of Forestry and Natural Resources
Jon Harbor, Department of Earth and Atmospheric Sciences

Objective

The objective of this study is to determine how effective created wetlands are in filtering water runoff from commercial, residential, and golf course areas before the water enters a highly valued environmental area. Our overall goals include:

Rationale

It is established that pesticides and fertilizers when applied properly to golf course turf do not move off-site through runoff or leaching. Golf courses may actually improve the water quality in streams and rivers flowing through the course. This project takes this idea one step farther to determine if the created wetlands on Purdue’s new Kampen Golf Course can filter possible impurities in runoff from the adjacent neighborhood. The neighborhood includes two residential highways, parking lot of a motel, a gas station, and 200 residences. The water flowing through the Kampen Course eventually enters Celery Bog, a nature center which contains a natural wetland. Prior to reconstruction of the Kampen Course, residential runoff entered Celery Bog directly through drainage tiles and overland transport. This five-year study is part of a larger project monitoring the larger watershed including industrial, agricultural, and commercial sites.

How It Was Done

After construction of the Kampen Course was finished in 1998, water quality samplers were installed at six points throughout the created wetlands. The samplers were located to track the progress of water as it enters the east edge of the courses, through the wetland system, and exits the far northwest edge of the course. The water is sampled continuously for temperature, pH, oxygen content and other quality parameters. During storm events, water is sampled for contaminants such as nutrients, pesticides, salt, metals, petroleum products, etc. It is thought if any contaminants will be identified in the system, it will most likely occur during or immediately after a storm event. All water samplers were installed by Sep. 1998 and storm events were analyzed in Nov. 1998, June 1999, and Nov. 1999.

Results to Date

Acknowledgments

The work reported here would not have been possible without the support and assistance of numerous people and organizations. Thanks goes to Jim Scott, superintendent of the Birck Boilermaker Golf Complex for his patience and cooperation. Financial and in-kind support for water quality monitoring on the Kampen Course was provided by the United States Golf Association, Pete Dye, Inc, and Heritage Environmental.

Figure 1. Schematic of water sampling sites in Kampen Course water monitoring project (not to scale).
Numbers inside boxes indicate sampling site.

 

Table 1.  Detailed chemical scan results from storm runoff on 30 Nov 1998, 14 June 1999, and 1 Nov 1999.

Nov 1998

June 1999

Nov 1999


Detection limit
Site 1
Urban
runoff
Site 6
Outlet of Kampen created wetlands

increase/
decrease
Site 1
Urban
runoff
Site 6
Outlet of Kampen created wetlands

increase/
decrease
Site 1
Urban
runoff
Site 6
Outlet of Kampen created wetlands

increase/
decrease

Simazine

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Atrazine

0.10

BDL

BDL

BDL

0.1

BDL

-91% a

BDL

BDL

BDL

Oil and Grease

5

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Chloride

1.3

8.6

22

+156%

32

20

-38%

100

22

-78%

Sulfate

1.3

11

55

+400%

18

31

+72%

43

59

+37%

Nitrogen nitrate-nitrite

0.01

1.1

0.06

-95%

2.1

BDL

-100% a

1.8

.36

-80%

Ammonia nitrogen

0.12

0.23

BDL

-52%a

31

BDL

-100% a

8.4

.54

-94%

Chemical O2 Demand

10

40

37

-8%

480

25

-95%

460

58

-88%

Mercury

0.0002

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Total Organic Carbon

1

8.2

10

+22%

240

1.6

-99%

140

16

-89%

Phosphorus

0.03

0.19

0.17

-11%

0.32

0.08

-75%

0.57

1.7

+199%

Dissolved Solids

10

91

270

+197%

240

220

-8%

640

330

-49%

Suspended Solids

1

17

290

+1606%

8

2

-75%

12

36

+200%

Silver

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Aluminum

0.10

0.31

5.8

+1771%

1.8

0.16

-91%

2.8

2.3

-18%

Arsenic

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Boron

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Barium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Beryllium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Calcium

0.10

29

61

+110%

40

34

-15%

68

56

-18%

Cadmium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Cobalt

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Chromium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Copper

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Iron

0.10

0.51

4.7

+822%

1.6

0.26

-84%

1.3

2.4

+85%

Potassium

0.10

2.3

7.8

+239%

2.2

0.37

-83%

4.9

14

+185%

Lithium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Magnesium

0.10

7.1

24

+238%

9.9

28

+183%

18

22

+22%

Manganese

0.10

BDL

0.21

+133%a

0.28

BDL

-64% a

0.43

BDL

-77% a

Molybdenum

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Sodium

0.10

4.5

6.8

+51%

6.5

8.7

+34%

52

4.9

-81%

Nickel

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Lead

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Antimony

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Selenium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Silicon

0.10

2

14

+600%

2.0

4.8

+140%

4.6

8.3

+80%

Tin

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Strontium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

0.16

BDL

-38% a

Titanium

0.10

BDL

0.14

+56% a

BDL

BDL

BDL

BDL

BDL

BDL

Thallium

0.50

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Vanadium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

Zinc

0.10

BDL

BDL

BDL

0.38

BDL

-74% a

0.21

BDL

-53% a

Zirconium

0.10

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL

BDL = Below Detection Limit.
a where contaminant was BDL, the detection limit was used for % increase/decrease calculations.

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