Category 3 Biotic Impacts

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Arkansas’ Nonpoint Source Pollution

Watershed Risk Matrix -

Update 2010

By:

Ben Hancock, Naresh Pai, Dharmendra Saraswat, and Tom Riley

September, 2010

Introduction

A procedure to prioritize 58 eight-digit hydrologic unit code (HUC) watersheds in the state of

Arkansas for updating 2005-2009 Arkansas’ NonPoint Source Management Plan (State

Management Plan) was developed in 2004 through the efforts of Arkansas’ NonPoint Source

Task Force (the Task Force). The Task Force utilized relative risk assessment (RRA) and collaborative learning (CL) procedure to develop priorities for State Management Plan (ANRC,

2005a). After a series of meetings and facilitated discussions, the Task Force selected 11 categories relevant to nonpoint source (NPS) pollution. The appropriate data for each selected category/sub-category were compiled in an ArcView (ESRI, Inc., Redlands, CA) database, assigned a value of 0 to 10 based on the type of impairment and relative importance, and used for obtaining a risk assessment matrix by relating all of the categories/sub-categories on watershed basis. Using a quintile classification approach, watersheds were ranked according to the values assigned by the risk assessment matrix (Morgan and Matlock, 2008). Finally, eight watersheds falling in the top quintile were selected by the Executive Director of Arkansas Natural Resources

Commission (ANRC) as priority watersheds.

In preparation for developing 2010-2014 State Management Plan, the Task Force began deliberations in 2008. Their first recommendation in 2008 NPS Annual Task Force meeting was to revise the risk assessment matrix as shown in Table 1 and also revise scoring criteria for a few categories/sub-categories (discussed later as appropriate).

Table 1. Categories used for Watershed Prioritization

Category selected for 2005-2009 NPS Management

Program Update

1 Water Body Impairment

2 Human Health Impact

3 Biotic Impacts

4 Potential Human Exposure

5 Construction

6 Rural Roads

7 Non-row Crop Agriculture

8 Row Crop Agriculture

9 Urban

10 Forestry

11 Priority of a Bordering State

Category selected for 2010 effort

Water Body Impairment

Designated Use Impact

Biotic Impacts

Potential Human Exposure

Urban Suburban Population

Impervious Surface

Economic Activity

Cropland

Livestock and Pasture

Unpaved Roads

Forestry

Priority of a Bordering State

The data under each category/sub-category has been continuously updated since 2008 based on the biennial water quality inventory published by the Arkansas Department of Environmental

Quality’s (ADEQ’s) 303(d) list in 2008 and 2010, respectively. This document provides information about criterion included in each category/sub-category, data source used, the assigned values determined by Task Force through discussions during 2008 and 2009 NPS

Annual Task Force meeting, and finally a listing of priority watersheds based on updates to risk

assessment matrix as per 2010 303(d) list and other relevant data updates The formula used for calculating the priority rankings for eight-digit watersheds has remained unchanged since the beginning of this process in 2004 and is as follows:

Value of category 1*Sum of the scores for categories 2 through 12

Similar to the original effort (2005-2009 State Management Plan), individual categories were assigned scores ranging from 0 to 10 by the Task Force and the priority watersheds were selected from among those falling in the top quintiles. Category 1 through 4 and 12 were ranked using values assigned from 0 to 10. For categories 5 through 11, percentile of the criteria of interest in those categories was calculated and multiplied by 10 or 5 (as appropriate for concerned category) to obtain final score for updating the risk assessment matrix. For each category, it was made sure that the total score does not exceed 10. A brief description of each category/sub-category is given below:

Category 1 Water Body Impairment

An impaired water body (stream and lake) is defined as one that does not support all of its designated uses. This category was assigned a value of 0 to 10 based on the type of impairment for developing 2005-2009 State Management Plan. However, sub-categories and the values assigned to them were revised by the Task Force in 2008 as mentioned later while discussing scoring criteria for risk assessment matrix.

This category includes data listed under category 4a (impaired waterbodies with completed

TMDLs) and category 5 of 303(d) report. However, ADEQ has redefined the sub-categories of category 5 (water quality limited water bodies) by aggregating water bodies into three classes based on priority: high, medium, and low in the 2010 303(d) list (ADEQ 2010, Table 2).

Therefore, six sub-categories within category 5 of 303(d) list that was used in the 2005-2009

State Management Plan and one category added to it in 2008(5g- Waters recommended by EPA as impaired) along with their assigned scores could not be utilized for updating risk assessment matrix during 2010. As the ADEQ’s 2010 303(d) list became available before the 2010 NPS

Annual Task Force meeting, NPS Program Manager at the ANRC was consulted for assigning appropriate values to three classes of category 5 waters.

Figure 1. Water body impairments category watershed scores

Table 2. Changes in category 5’s definition

Category 5 2008 Definition

5a Truly impaired; develop a TMDL or other corrective action(s) for the listed parameter

5b Waters currently not attaining standards, but may be de-listed with future revisions to Regulation No. 2, the state water quality standards;

5c Waters in which the data is questionable because of

QA/QC procedures and which require confirmation before a TMDL is scheduled;

5d Waters which need data verification to confirm use impairment (additional sampling, biological assessment) before a TMDL is scheduled;

5e Waters which are impaired by point source discharges and future permits restrictions are expected to correct the problem;

5f These are waters that are not currently meeting a water quality standard. However, “the basis for not meeting an applicable water quality standard is not caused by a pollutant, but is attributed to other types of pollution” (EPA, 2005).

5g Water bodies added to ADEQ’s list of Impaired

Water bodies by EPA.

Category 5 2010 Definition

High Truly impaired; develop a TMDL or other correction action(s) for the listed parameter(s).

Medium Waters currently not attaining standards, but may be de-listed with future revisions to

Regulation No. 2, the state water quality standards; or

Waters which are impaired by point source discharges and future permit restrictions are expected to correct the problem(s).

Low Waters currently not attaining one or more water quality standards, but all designated uses are determined to be supported; or

There is insufficient data to make a scientifically defensible decision concerning designated use attainment; or

Waters ADEQ assessed as unimpaired, but were added to the list by EPA.

It may be noted that if a watershed contained water bodies that met multiple scoring criteria; the highest score was always selected for populating the risk assessment matrix. An example is shown in Table 3. Beaver Reservoir had at least one instance in NPS category 4a , category 5

(High), category 5 (Medium), and Nutrient Sensitive. Since category 4a was assigned highest score of 10, Beaver Reservoir’s final score used in the matrix for Category 1 was 10.

Table 3. Example of scoring for Category 1

BASIN_NAME HUC8 NPS

Cat 4a

Cat 5

(High)

Cat 5

(Med)

Cat 5

(Low)

Nutrient

Sensitive

Final

Score

Beaver Reservoir 11010001 10 8 6 2 5 10

The scores under this category were assigned as follows:

Score = 10: The risk assessment matrix was populated with a score of 10 for a watershed having one or more water bodies (streams and lake) with an approved total maximum daily load (TMDL) for NPS pollutant. These water bodies fall in the category 4a in the

ADEQ’s 303(d) list. One exception is mercury which was excluded from scoring.

Morgan and Matlock (2008) observed that there is currently not enough data available to determine the source(s) of mercury when present, so any water bodies that exclusively contained mercury were not scored.

Score = 8: The risk assessment matrix was populated with a score of 8 for a watershed with truly impaired water bodies and which also required a TMDL or corrective action(s) for the listed parameter. These water bodies are listed as high priority in category 5 of the

ADEQ’s 2010 303(d) list.

Score = 6: The risk matrix was populated with a score of 6 for a watershed containing one or more water bodies that are currently not meeting standards, but may be delisted or if a water body is impaired by point source discharges that are expected to be corrected.

These water bodies are listed as medium priority in category 5 of the ADEQ’s 2010

303(d) list.

Score = 5: The risk matrix was populated with a score of 5 for a watershed which has one or more water bodies that are nutrient sensitive. The Arkansas Natural Resource

Commission’s (2005b) “Nutrient Surplus Area (polygon)” layer provided the information for these water bodies.

Score = 2: The risk matrix was populated with a score of 2 for a watershed which has one or more water bodies that are supporting their designated uses, despite not meeting one or more water quality standards. Also falling under this score are water bodies with insufficient data or water bodies deemed unimpaired by ADEQ but added to the list by

EPA. These water bodies are listed as low priority in category 5 of the ADEQ’s 2010

303(d) list.

Category 2 Designated Use Impact

Depending on the designated use impairments from the ADEQ’s 2010 303(d) list, rankings were determined for each watershed (Figure 2). Categories 4a and 5 (High Priority) were applicable because they identified water bodies that may be impaired for one or more designated uses.

Figure 2. Designated Use impact category watershed scores

For this category too, if a watershed contained reaches that met multiple scoring criteria; the highest score was used for populating risk assessment matrix. As seen in Table 4, Beaver

Reservoir had at least one instance in the following categories: Aquatic Life, Environmentally

Sensitive Waters, and Extraordinary Resource Waters. Since Aquatic Life was assigned highest score of 10, Beaver Reservoir’s final score used in the matrix for Category 2 was 10.

Table 2. Example of scoring for Category 2

BASIN_NAME HU8

Beaver Reservoir 11010001

Aquatic

Life

10

Primary or

Secondary

Contact

9

Drinking

Water

8

Environ mentally

Sensitive

Waters

5

Extraordin ary

Resource

Waters

4

Agri or

Industri al Use

Final

Score

2 10

The scores under this category were assigned as follows:

The risk assessment matrix was populated with a score of 10 for a watershed that had one or more water bodies where the cause of impairment did not support aquatic life. The term “fisheries (FSH)” replaced “aquatic life (AL)” in the 2010 ADEQ 303(d) list.

The risk assessment matrix was populated with a score of 9 for a watershed that had one or more water bodies where the cause of impairment did not support primary (PC) or secondary (SC) contact.

The risk assessment matrix was populated with a score of 8 for a watershed that had one or more water bodies where the cause of impairment did not support drinking water designated use.

The risk assessment matrix was populated with a score of 5 for a watershed that had one or more water bodies designated as environmentally sensitive waters. This information could be obtained from the ADEQ’s (2009) “Ecologically Sensitive Streams” layer.

The risk assessment matrix was populated with a score of 4 for a watershed that had one or more water bodies designated as extraordinary resource waters. This information could be obtained from the ADEQ’s (2009) “Extraordinary Resource Waters Segments” layer.

The risk assessment matrix was populated with a score of 2 for a watershed that had one or more water bodies with designated uses not supported due to agricultural and industrial usage (AI).

Category 3 Biotic Impacts

Type of impairment and the cause listed in categories 4a and 5 (High Priority) of ADEQ’s 2010

303(d) list was used in ranking potential biotic impacts (Figure 3).

Figure 3. Biotic Impact

Similar to previous two categories, if a watershed contained reaches that met multiple scoring criteria; the highest score was used for populating risk assessment matrix. As seen in Table 5,

Beaver Reservoir had at least one reach in the following categories: Aquatic Life, Sediment, and

Impairment Score. Since Aquatic Life was assigned highest score of 10, Beaver Reservoir’s final score used in the matrix for Category 3 was 10.

Table 5. Example of scoring for Category 3

BASIN_NAME HU8 FSH Sediment Dissolved

Oxygen

Beaver Reservoir 11010001 10 10 9

Priority

Organics

8

Ammonia Final

Score

4 10

The scores under this category were assigned as follows:

The risk assessment matrix was populated with a score of 10 for a watershed that had at least one water body with Fisheries (FSH) listed as a designated use not supported.

The risk assessment matrix was populated with a score of 10 for a watershed that had at least one water body impaired due to Sedimentation (Tb, for Siltation/Turbidity).

The risk assessment matrix was populated with a score of 9 for a watershed that had at least one water body impaired due to Dissolved Oxygen (DO).

The risk assessment matrix was populated with a score of 8 for a watershed that had at least one water body impaired due to Priority Organics (PO).

The risk assessment matrix was populated with a score of 4 for a watershed that had at least one water body impaired due to Ammonia (AM).

Category 4 Potential Human Exposure

The risk of human exposure to environmental pollutants is ranked in this category. Pollutants with a high risk of exposure to humans are given the highest priority (Figure 4).

Similar to previous three categories, if a watershed contained reaches that met multiple scoring criteria; the highest score was used for populating risk assessment matrix.

The scores under this category were assigned as follows:

The risk assessment matrix was populated with a score of 10 for a watershed that had at least one impaired water body serving as tributary to the public water surface supply.

The risk assessment matrix was populated with a score of 8 for a watershed that had at least one impaired water body serving as a tributary to, or part of, a recreational lake.

The risk assessment matrix was populated with a score of 8 for a watershed that had at least one impaired water body which is also a natural and scenic river or urban stream.

The risk assessment matrix was populated with a score of 2 for a watershed that has water body described as “All other waters”.

Figure 4. Potential Human Exposure

Category 5 Urban Suburban Population

NPS pollution can potentially increase with high population density in urban areas compared to less populated rural areas. Because watershed boundaries, in general, covered more than one county, a weighted average was calculated for each watershed based on the percentage area occupied by the watershed in each county. The data was based on 2009 Population estimates obtained from the US Census Bureau’s “American FactFinder” (2010) website. Final score for each watershed was obtained by multiplying the percentile of the density of population by 10

(Figure 5).

Figure 5. Urban Population

Category 6 Impervious Surface

Impervious surface in urban areas could become a potential source for NPS pollution.

Impervious surfaces include area under asphalt, concrete, compacted soils, and rooftops. The

2006 Land Use Land Cover (2006 LULC) map prepared by the University of Arkansas’ Center for Advanced Spatial Technology (CAST) (2007) was used to calculate area under urban land use (categories 11, 12, 13, and 14 of 2006 LULC layer) in each of the 58 eight-digit HUC watersheds. The urban land use was used as a surrogate for impervious surface. Final score for each watershed was obtained by multiplying the percentile of the impervious surface by 10

(Figure 6).

Figure 6. Impervious Surface

Category 7 Economic Activity

Economic activity is usually accompanied with urbanization and construction. It could indirectly become a potential source for NPS pollution. This category was evaluated using three subcategories with each of them being assigned scores on watershed basis (Figure 7) as follows:

Construction Activity : Urban watershed acreage was calculated using the 1999 and

2006 LULC layers developed by CAST (2001, 2007). The difference in urban acreage between these two years is used as a surrogate of intensity of construction in each watershed. A percentile rank of the density of urban change is multiplied by 5 to populate the risk assessment matrix.

Shale Development : A watershed is given a score of 4 if it contains an “Active” permit for extracting natural gas. A score of 0 is assigned to those that do not have an “Active” permit. The permits were obtained from a GIS point layer developed by the Arkansas Oil

& Gas Commission (2010).

Other Economic Activity

: The ADEQ’s Environmental Permitted Sites (2006) is a point

GIS layer on GeoStor which contains all the ADEQ permits. The following “Active” permits were extracted: Mining-Coal, Mining-Explore, Mining-Non-Coal, and Mining-

Quarry. An instance of presence of any one of these permits in a watershed is given a score of 1 and absence a 0.

Figure 7. Economic Activity

Category 8 Cropland

Runoff from dry and irrigated croplands could be a potential source for surface and groundwater pollution. The USDA’s 2007 Census of Agriculture (USDA, 2009) was used to find out the acreage of harvested cropland in each county. A county-area weighted procedure was used to obtain density of harvested cropland in each watershed. Final score for each watershed was obtained by multiplying the percentile of density of harvested cropland by 10 (Figure 8).

Figure 8. Cropland

Category 9 Livestock and Pasture

Livestock and pasture have been reported to be potential source for surface and ground water pollution. Many livestock operators in Arkansas fall below the minimum animal unit criteria to be covered by the Environmental Protection Agency’ (EPA’) confined livestock feeding operations (CAFOs) criteria (Morgan and Matlock, 2008). These smaller operations are therefore managed as NPS pollution. Morgan and Matlock (2008) have also reported that improper management of poultry and livestock waste and direct access of cattle to stream banks could contribute to NPS pollution.

Due to practical difficulties in finding livestock concentration because of the many different species involved, animal unit criteria was used to normalize different animals. The final score for this category is the aggregate total of the pasture and livestock scores (Figure 9).

The scores under this category were assigned as follows:

Pasture : The CAST’s (2007) 2006 LULC layer was used to calculate the pasture acreage. A county-area weighted procedure was used to obtain density of pasture land use in each watershed. Final score for each watershed was obtained by multiplying the percentile of density of pasture land use by 5.

Livestock : Animal numbers were obtained from the USDA 2007 Census of Agriculture

(USDA, 2009). The following formula, developed by EPA’s CAFO, was used to convert the animal numbers to common “animal units” (Federal Register, 2003):

Dairy Cattle * 1.429 + Beef Cattle * 1

+ Swine (> 55lbs) * 0.4 + Swine (<55lbs) * 0.1 + Horses * 2

+ Sheep or Lambs * 0.1 + Turkeys * .0182 + Broilers * 0.00740

+ Laying Hens * 0.0333

The USDA reports swine numbers as: “breeders” or “others.” Swine are generally bread till they are approximately 55 lbs. The other animal units were more straightforward and are available in the USDA census documents. A county-area weighted procedure was used to obtain animal density in each county. Final score for each watershed was obtained by multiplying animal density by 5.

Figure 3 Livestock and Pasture

Category 10 Unpaved Roads

Several reports have discussed the potential for sediment loading from unpaved roads. The

Arkansas Highway and Transportation Department’ (AHTDa, 2006) road data was downloaded from GeoStor ( http://www.geostor.arkansas.gov/G6/Home.html

) and information about length of unpaved roads was extracted. The length of unpaved road in each watershed was divided by watershed area to calculate the density of unpaved roads in the watershed. Final score for each watershed was obtained by multiplying the percentile of density of unpaved roads by 10 (Figure

10).

Figure 10. Unpaved Roads

Category 11 Forestry

EPA, State, and local authorities in recent years have realized the impact of forestry activities on

NPS pollution. To account for land use under forest, 2005-2009 State Management Plan used

1999 LULC map and divided forest data in public forest and non-public forest categories. During

2009 NPS Annual Task Force meeting, the Task Force asked for further dividing non-public forest data into state forest and private forest categories. The data set used was AHTD’s

(AHTDb, 2006) “Public Land Boundary" and state/private forest data supplied by the Arkansas

Forestry Commission. Total forest area in the state was obtained from 2006 LULC map. The area under National and State forest was subtracted from Total forest area. Density of forest area in each of the three categories was obtained by dividing their area by watershed area. The ranking of density of forest area under each of the three categories was calculated using percentile criteria. The final score was obtained by multiplying state forest percentile rank by 2, federal forest percentile rank by 3 and the private forest percentile rank by 5 (Figure 11).

Figure 11. Forestry

Category 12 Adjacent State Priority

A score of 10 was given to water bodies leaving Arkansas that did meet the adjacent state’s NPS pollution priorities. The water bodies that fell under this category were obtained from Morgan and Matlock (2008) (Figure 12).

Figure 12. Adjacent State Priority

Final Priority

As reported in the introduction, the formula used for calculating the final ranking was as follows:

Value of category 1*Sum of the scores for categories 2 through 12

Based on the watersheds’ final percentile scores, the water bodies were divided into the following quintiles: 0-20, 21-40, 41-60, 61-80, and 81-100%. Those that fall within the highest quintile have been considered watersheds of high priority (Morgan and Matlock, 2008). Table 6 lists the twelve watersheds that were determined high priority through this method. Among these twelve, nine of the watersheds had scores of 10 in category 1 - a primary reason for their high rankings. The remaining three watersheds (Lake Conway, Illinois, and Upper Saline) had scores of 8 in category 1 and consistently high scores in the remaining categories, particularly category

4 in which they each received a 10. LCPRW has TMDLs established for two water bodies but the source is reported as municipal point sources. Illinois does not have any water body designated for TMDL due to NPS. Upper Saline has a TMDL established but the source of its impairment is unknown. Both unknown and point sources are not considered in the risk matrix.

Strawberry, Upper Ouachita, Cache, Lower Ouachita-Smackover, and Ouachita Headwaters are new additions to the priority list. All five water bodies scored a ten in category 1, the major factor contributing to their addition to the list. Also leading to their new rankings are consistent high marks in categories 2 and 3. Each new priority watershed scored a perfect ten in category 3, and three of the new water bodies (Strawberry, Lower Ouachita-Smackover, Upper Ouachita) scored a perfect ten in category 2. Except for Strawberry and Cache, high marks were received in category 4 as well. Table 7 gives a full summary of the priority watersheds’ individual scores in each category and Table 8 provides a list of impairments in the priority watersheds.

Figure 13. Final Priority

Table 6. Watersheds with final ranking of 81-100 percentile

Subwatershed Name

Beaver Reservoir

Poteau

Bayou Bartholomew

Illinois

Ouachita Headwaters

Lake Conway-Point Remove

Upper Ouachita

Upper Saline

L Anguille

Cache

Strawberry

Lower Ouachita-Smackover

HUC (8digit)

Drainage

Area (km 2 )

11010001 5625.71

11110105 1442.52

08040205 3976.38

11110103 1962.51

08040101 4007.36

11110203 2961.08

08040102 4542.74

08040203 4442.43

08020205 2473.54

08020302 5067.21

11010012 1971.50

08040201 4662.94

Majority Land

Use

Final Risk Matrix

Percentile

Forest (64%)

Forest (61%)

100

98

Forest (59%) 97

Pasture (45%) 95

Forest (77%)

Forest (54%)

Forest (79%)

93

91

90

Forest (78%)

Crops (71%)

Crops (67%)

Forest (58%)

Forest (82%)

88

85

85

83

81

Table 7. Risk matrix summary and total score

Watershed

Beaver Reservoir

Poteau

Bayou Bartholomew

Illinois

Ouachita Headwaters

HUC 8 digit C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 Total

11010001 10 10 10 10 8.28 5.69 7.93 4.14 8.79 2.76 6.31 10 838.97

11110105 10

11110103 8

8040101 10

0 10 10 8.62 8.62 9.22 2.41 4.31 5.86 3.45

8040205 10 10 10

5

5

0

10

8

10

10

4.14 3.62 2.47 6.72 4.05 4.31

9.31 9.66 9.91

7.41

5.34 8.10 8.45 5.52

7.24 8.28 5.14 0.86 3.19 8.79 5.57

10 725.00

10 707.24

10 650.34

0 640.69

Lake Conway-Point Remove

Upper Ouachita

Upper Saline

Cache

L Anguille

Strawberry

11110203

8040102

8020205

11010012

8

10

10

10

10

10

10

10

10

10

10

10

10

10

7.93 9.14 9.48 5.17 6.55 3.62 5.69

3.97 6.03 4.53 0.69 1.72 7.93 6.78

8040203 8 10 10 10 8.10 8.45 5.31 1.72 1.90 9.31 5.97

8020302 10 4 10 2 5.86 3.79 6.90 8.97 2.16 7.59 5.17

2 4.83 5.00 3.07 9.14 1.38 7.41 3.60

2 3.28 5.17 3.45 5.00 3.45 8.28 4.91

0

0

0

0

620.69

616.55

566.07

564.31

0 564.31

0 555.34

Lower Ouachita-Smackover 8040201 10 10 10 8 2.07 3.28 6.29 0.34 1.90 5.69 7.12 0 546.90

*C1 = Water body impairment, C2 = Designated usage, C3 = Biotic impact, C4 = Potential human impact, C5 = Urban suburban population, C6 = Impervious surface, C7 = Economic activity, C8 = Cropland, C9 = Livestock and pasture, C10 = Unpaved roads, C11 = Forestry, C12 = Adjacent state priority

Table 8. Priority watershed impairments listed in 2010 303(d) category 4a and 5 list

Name

L Anguille

HUC 8

Digit

Name of impaired streams/segments

8020205 L Anguille River

Causes for impairment* Source

AG

Bear Creek

Tb, PA, DO, Cl, SO4,

TDS

UN UN

MP

Ouachita Headwaters

Caney Creek

Second Creek

Prairie Creek

TDS

DO

Cl, SO4, TDS

AG

AG

NO T SPECIFIED

UN

Upper Ouachita

8040101 Marzam Creek

Little Marzam

Creek

Prairie Creek pH pH

8040102 Cove Creek

Chamberlain Creek

Lucinda Creek

DO, Cu, Tb pH, SO4, TDS pH, SO4, TDS, Cu, Zn,

Cd pH, SO4, Zn

SE

RE , UN

RE

D.C. Creek

Caddo River

Ouachita River

Deceiper Creek

Zn

Tb, Zn

Zn pH

RE

RE

RE

UN

UN

Bayou Bartholomew

UN

UN

UN

UN

RE

AG , UN

Beaver Reservoir

Freeo Creek

White Oak Creek

Tulip Creek

Cypress Creek

S. Fork Caddo

8040205 Bayou

Bartholomew

Bearhouse Creek

Deep Bayou

Melton's Creek

Harding Creek

Deep Bayou

Cutoff Creek

Cross Bayou pH pH pH pH

Cu, Zn

Tb, Cl, Hg, SO4, TDS,

DO, Pb

PA

Tb, DO, Pb

PA

PA, Cu, Pb, Zn

PA

Tb, Hg, DO

PA

Chemin-A-Haut Cr. PA, DO

Main Street Ditch DO, Cu, Pb

Bayou Imbeau

Able's Creek

DO, Pb

Tb

Wolf Creek

Overflow Creek

11010001 Holman Creek

Kings River

DO

Tb, Cl

Cl, TDS, Tb

DO, TDS

UN

UN

UN

AG , UR

SE , UN

UN

UN

UN

UR

UR

UN

UN

UN

SE , MP

UN

White River

West Fork

Cl, SO4, TDS, Tb,

SO4, TDS

Leatherwood Creek DO

SE

UN

UN

Illinois

Beaver Lake

11110103 Illinois River

Clear Creek

Muddy Fork

Illinois

Sager Creek

Swepco Lake

Tb, PA

PA, Tb

PA

PA

NO3

UN

SE

AG

UR

, SE not specified

MP

UN

11110105 Poteau River Tb, Cu, Zn, TP, DO, TDS SE, IP, MP

11110203 Stone Dam Creek AM, NO3, Tb MP, SE

Poteau

Lake Conway-Point

Remove

Upper Saline

Cache

Strawberry

Lower Ouachita-

Smackover

11010012

8040201

Whig Creek

Arkansas River

White Oak Creek

8040203 Saline River

Winona

Big Creek

8020302 Cache River

Frierson Lake

Old Town

Bayou DeView

Lost Creek Ditch

Strawberry River

Moro Creek

NO3, Cu

DO

Tb

Hg, Tb, TDS

Hg

Tb

TDS, Pb, Tb

Sl, Cu

NU

Cl, TDS, Pb

Cl

Tb, PA

Cu, Pb, Tb, Hg

MP

HP

UN

UN, SE

UN

SE , UN

AG

UN

UN

IP, MP,

UN

SE

UN, SE

AG

Ouachita River

L. Champagnolle

Cr.

Champagnolle

Elcc Tributary

Flat Creek

Salt Creek

Prairie Creek

Cu, Zn, Hg

Hg

Hg

Cu, Zn, NO3, Cl, SO4,

TDS, AM

Cu, Zn, Cl, SO4, TDS pH, Cu, Cl, TDS

Tb

UN

UN

UN

IP

RE , IP

RE , IP

SE

Smackover Creek

Jug Creek

DO, Zn

Cu

UN

MP

*Tb = Siltation/Turbidity; AM = Ammonia; NO3 = Nitrogen; TP = Total Phosphorus; DO = Dissolved Oxygen; PA

= Pathogen Indicators (bacteria); Cl = Chlorides; SO4 = Sulfates; TDS = Total Dissolved Solids; Zn = Zinc; Cu =

Copper; Pb = Lead; Hg = Mercury

# Point Source : IP (industrial point sources), MP (municipal point sources), HP (hydropower); Non-Point Sources:

AG (agriculture), SE (surface erosion), UR (urban runoff), RE (resource extraction). Others: UN (Unknown sources)

References

ADEQ. 2006. Environmental Permitted Site (point). Little Rock, Ar.: Arkansas Department of

Environmental Quality. Available at: http://www.geostor.arkansas.gov/G6/Home.html? id=71f65a0b07ce4f887be12f8eed4f2e75. Accessed 19 August 2010.

ADEQ. 2008. Arkansas 303(d) List – 2008 Report. Little Rock, Ar.: Arkansas Department of

Environmental Quality. Available at: http://www.adeq.state.ar.us/water/reports_data.htm.

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