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Community Watersheds: Subwatershed Delineation

Subwatershed Delineation and Estimating Impervious Cover: Using topographic maps and GIS to delineate watershed (< 100 square miles) and subwatershed boundaries (<10 square miles). Teaching watershed groups the importance of impervious cover and how to estimate current and future land use in subwatersheds.

Mapping and Analysis
Small watershed groups are becoming more sophisticated and because many have access to GIS, these organizations have the ability to delineate subwatershed boundaries and anyalyse subwatershed characteristics such as land use, development trends, and sensitive areas inventory. In particular, organizations in urbanizing watersheds have the ability to estimate current impervious cover, and more importantly, future buildout potential-a valuable indicator in assessing watershed vulnerability based on the Impervious Cover Model (ICM) --without relying on local agencies or other entities to perform the assessment.

Below is an example of catchment delineation done by the Weems Creek Conservancy of the Weems Creek watershed. Breaking watersheds down into smaller, more manageable units (either subwatersheds or catchments) can be important for assessment, planning, and implementation effectiveness. Because the watershed is almost completely built out, only current impervious cover was estimated for each catchment. Catchments were then classified using the ICM as sensitive, impacted, or non-supporting. For management goals for these three classifications click here

Additional Subwatershed Delineation Resources:
For more information on these techniques, the following resources are available from the Center:


 

Table 1. Impervious Cover Estimation for Weems Creek Catchments

Catchments

Area (acres)

Impervious Cover %

ICM Category

Flow Status

City 1

13.01

13.9

Impacted

Intermittent

City 2

19.91

15.0

Impacted

Intermittent

City 3

9.39

17.2

Impacted

Piped to tidal

City 4

28.01

52.7

Non-supporting

Piped to tidal

City 5

19.06

27.9

Non-supporting

Piped to tidal

City 6

72.26

23.3

Impacted

Piped to perennial stream

City 7

123.82

25.2

Non-supporting

Piped to perennial stream

City 8

163.95

45.1

Non-supporting

Piped to perennial stream

AA1

77.4

19.2

Impacted

Intermittent

AA2

177.78

20.4

Impacted

Intermittent

AA3

95.31

19.9

Impacted

Intermittent

AA4

256.11

26.6

Non-supporting

Piped to perennial stream

AA5

247.23

44.4

Non-supporting

Piped to perennial stream

Direct Drainage

137.76

14.0

Impacted

Both piped and intermittent

Watershed Impervious Cover = 28.9%