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Source Water Assessment Report
for the
Zuni Pueblo Water Supply System
Zuni, New Mexico

January 30, 2001


Introduction

The 1996 amendments to the Safe Drinking Water Act authorizes a Source Water Assessment Program to determine the susceptibility of a public drinking water supply to contamination. Sources of contaminants regulated by the Safe Drinking Water Act (i.e., contaminants with a Maximum Contaminant Level, contaminants regulated under the surface water treatment rule, and the microorganism cryptosporidium) are required to be inventoried during the assessment process. The EPA Region 6 Source Water Protection Branch in cooperation with your drinking water system operators has conducted this assessment for your drinking water source.

This one-time only "snap-shot" of the potential for water quality impacts to your source of drinking water is intended to serve as a starting point for you and your water supply system to initiate protection measures that will ensure an adequate quality of drinking water to meet the future needs of your Pueblo.

Background


A complete source water assessment consists of four key elements:

(1) The first step is for assessment areas to be delineated for each of the system's ground water wells or surface water intakes (see Figure 1). These delineations use available hydrogeologic factors for determining the areal extent of ground water sources for wells and the entire watershed drainage area for surface water intakes.

(2) Once the area to be assessed has been determined, a detailed potential contaminant source inventory is conducted within the delineated area. A list of potential contaminant sources and their relative risk to ground water and surface water is presented in Appendix A.

(3) The information gathered during the inventory process is then used to determine the relative susceptibility of the drinking water supply to the contaminant sources inventoried. This susceptibility determination takes into consideration four factors: (a) the physical integrity of the well/intake structure; (b) the characteristics of the hydrologic system around the well/intake; (c) characteristics of the contaminants inventoried; and, (d) the likelihood of those contaminants to reach the source of the drinking water supply. (See the "Assessment Summary" section of this report for a summary of your system's susceptibility to contamination.)

(4) The final step in conducting an assessment is for the customers using the ground water or surface water source of drinking water to be informed about the availability of the complete assessment report.

After determining the susceptibility of the ground water and/or surface water sources of the system's drinking water supply, the system's susceptibility is determined by using the arithmetic mean of the source susceptibilities. Systems that purchase their drinking water supplies from another drinking water system will share that system's susceptibility. Table A illustrates how your system's susceptibility was calculated.

Table A - System and Source Susceptibility to Contamination Determination
SourceID     Source Name      High     Medium     Low


W0001               F1                                       X
W0002               F2                                       X
W0003               F3                                       X
W0004               F4                                       X
W0005               Z4                                       X
W0006               Z7                                       X

                         System Score                      X

Assessment Summary

Your drinking water supply primary source is ground water. Your sources of drinking water come from the Chinle Formation aquifer. Based on the four susceptibility factors discussed above, your system was determined to have a MEDIUM susceptibility to contamination.

Systems with a "High" susceptibility rating are strongly encouraged to implement management controls within the source water assessment area to minimize the threat of these potential sources of contamination. Systems with a "Medium" susceptibility rating should consider implementing control measures that reduce the risk of potential contamination from sources closest to the well/intake. Systems with a "Low" susceptibility determination should initiate a public education and outreach program that focuses on protecting the drinking water resource and informing the public about activities that threaten the quality of your drinking water supply.

Image of Zuni Public Water Syatem Well Locations Picture of the Well Head Picture of the Well Head Picture of the Well Head W0003 A Picture of the Well Head Picture of the Well Head W0004 Water System W0001 Water System W0002 w0005 w0006

Figure 1:Zuni Pueblo

Conclusion

This assessment is intended to serve as a tool for you and your water supply system to use as a start to a source water protection program. To get further involved in protecting your source of drinking water, please contact your local water supply system operator to volunteer your time and talent. For additional information about the federal Source Water Assessment Program, please do not hesitate to contact Ken Williams, EPA Region 6 Source Water Protection Program Coordinator at 214.665.7129 or e-mail him at williams.ken@epa.gov.


Water Supply System Name: Zuni Pueblo
PWS ID: 063501124


Well Name [Number]: F1 [W0001]


The well depicted below was completed on an unknown date. The well was drilled to a total depth of 572.0 feet and is completed in the Chinle Formation aquifer between the screened intervals of 150.0 and 399.0 feet. The Chinle Formation aquifer is composed of sandstone and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination.

An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:

Possible Sources Of Contamination
(PSOC) Description
PSOC Risk
Distance From Water Source (ft)
Overall
Risk
PGR - Paved/Gravel Local Road
LOW
43
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
176
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
274
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
320
MED
PGR - Paved/Gravel Local Road
LOW
509
MED
PGR - Paved/Gravel Local Road
LOW
557
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
681
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
805
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
863
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
867
LOW
OUT - Outhouse
HIGH
923
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
925
LOW
PGR - Paved/Gravel Local Road
LOW
1,003
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,049
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,123
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,131
LOW
PGR - Paved/Gravel Local Road
LOW
1,190
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,231
LOW
AWW - Abandoned/Improperly Constructed Water Well
HIGH
1,236
MED

The cumulative risk associated with these PSOCs is HIGH.

The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source.

Source Integrity Parameter
Assessment
1. Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
No
3. Is the well site subject to flooding?
No
4. Is the upper termination of the well located outside a secured area?
No
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is LOW.

Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination.
Picture of the Well Head Picture of the Well Head




Water Supply System Name: Zuni Pueblo
PWS ID: 063501124

Well Name [Number]: F2 [W0002]

The well depicted below was completed on an unknown date. The well was drilled to a total depth of 514.0 feet and is completed in the Chinle Formation aquifer between the screened intervals of 180.0 and 500.0 feet. The Chinle Formation aquifer is composed of sandstone and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination.

An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:

 

Possible Sources Of Contamination
(PSOC) Description
PSOC
Risk
Distance From
Water Source (ft)
Overall
Risk
AFL - Animal Feeding Area / Pens - Low Risk
LOW

     32

MED
PGR - Paved/Gravel Local Road
LOW

   162

MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW

   188

MED
PGR - Paved/Gravel Local Road
LOW

   319

MED
PGR - Paved/Gravel Local Road
LOW

   380

MED
WST - Storage Tanks for PWS
NONE

   478

NONE
AFL - Animal Feeding Area / Pens - Low Risk
LOW

   483

MED
WST - Storage Tanks for PWS
NONE

   485

NONE
AFL - Animal Feeding Area / Pens - Low Risk
LOW

   631

MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW

   639

MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW

   673

MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW

   683

MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW

1,005

LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW

1,052

LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW

1,090

LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW

1,157

LOW
PGR - Paved/Gravel Local Road
LOW

1,167

LOW
PGR - Paved/Gravel Local Road
LOW

1,199

LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW

1,234

LOW
PGR - Paved/Gravel Local Road
LOW

1,305

LOW

The cumulative risk associated with these PSOCs is HIGH.


The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source.

Source Integrity Parameter
Assessment
1. Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
No
3. Is the well site subject to flooding?
No
4. Is the upper termination of the well located outside a secured area?
No
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is LOW.

Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination.

Picture of the Well Head Picture of the Well Head

 

 



Water Supply System Name: Zuni Pueblo
PWS ID: 063501124

Well Name [Number]: F3 [W0003]

The well depicted below was completed on an unknown date. The well was drilled to a total depth of 556.0 feet and is completed in the Chinle Formation aquifer between the screened intervals of 244.0 and 546.0 feet. The Chinle Formation aquifer is composed of sandstone and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination.

An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:

Possible Sources Of Contamination
(PSOC) Description
PSOC
Risk
Distance From
Water Source (ft)
Overall
Risk
PGR - Paved/Gravel Local Road
LOW
173
MED
PGR - Paved/Gravel Local Road
LOW
321
MED
PGR - Paved/Gravel Local Road
LOW
 499
MED
PGR - Paved/Gravel Local Road
LOW
  600
MED
SHW - State Highway
MED
  942
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
  968
LOW
UST - Underground Storage Tank
HIGH
  974
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,256
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,275
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,275
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,300
LOW
CEM - Cemetery
LOW
 1,300
LOW

The cumulative risk associated with these PSOCs is HIGH.

The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source.

Source Integrity Parameter Assessment
1.Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
No
3. Is the well site subject to flooding?
No
4. Is the upper termination of the well located outside a secured area?
No
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is LOW.

Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination.

Picture of the Well Head


Water Supply System Name: Zuni Pueblo
PWS ID: 063501124

Well Name [Number]: F4 [W0004]

The well depicted below was completed in January, 1978(*). The well was drilled to a total depth of 490.0 feet and is completed in the Chinle Formation aquifer between the screened intervals of 390.0(*) and 450.0(*) feet. The Chinle Formation aquifer is composed of sandstone and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination

An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:

Possible Sources Of Contamination
(PSOC) Description
PSOC
Risk
Distance From
W ater Source (ft)
Overall
Risk
PGR - Paved/Gravel Local Road
LOW
424
MED
SHW - State Highway
MED
580
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
611
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
682
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
687
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
742
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
849
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
884
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
890
LOW
PGR - Paved/Gravel Local Road
LOW
972
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,034
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,144
LOW
OXP - Waste Water Oxidation Pond
HIGH
1,145
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,189
LOW
PGR - Paved/Gravel Local Road
LOW
1,246
LOW

The cumulative risk associated with these PSOCs is HIGH.


The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source.

Source Integrity Parameter Assessment
1.Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
No
3. Is the well site subject to flooding?
No
4. Is the upper termination of the well located outside a secured area?
No
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is LOW.

Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination.

(*) Estimated value based on Best Professional Judgement.




Water Supply System Name: Zuni Pueblo
PWS ID: 063501124

Well Name [Number]: Z4 [W0005]

 

The well depicted below was completed on an unknown date. The well was drilled to a total depth of 220.0 feet and is completed in the Chinle Formation aquifer between the screened intervals of 120.0(*) and 210.0(*) feet. The Chinle Formation aquifer is composed of sandstone and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination.

An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:

Possible Sources Of Contamination
(PSOC) Description
PSOC
Risk
Distance From
Water Source (ft)
Overall
Risk
PGR - Paved/Gravel Local Road
LOW
  189
MED
SET - Single Family Septic System
MED
  680
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
  739
MED
AWW - Abandoned/Improperly Constructed Water Well
HIGH
  756
HIGH
SET - Single Family Septic System
MED
  850
MED
SET - Single Family Septic System
MED
  854
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
  879
LOW
JKY - Junk Yard (domestic)
MED
  881
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
  952
LOW
PGR - Paved/Gravel Local Road
LOW
  987
LOW
CTP - Chlorine Treatment for Water Supply Well
NONE
  995
NONE
AST - Above Ground Storage Tank (non-water)
HIGH
1,021
MED
SET - Single Family Septic System
MED
1,052
MED
SET - Single Family Septic System
MED
1,096
LOW
SET - Single Family Septic System
MED
1,106
LOW
SET - Single Family Septic System
MED
1,110
LOW
SET - Single Family Septic System
MED
1,240
LOW
SET - Single Family Septic System
MED
1,266
LOW
SET - Single Family Septic System
MED
1,276
LOW
SET - Single Family Septic System
MED
1,317
LOW

The cumulative risk associated with these PSOCs is HIGH.

The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source.

Source Integrity Parameter Assessment
1.Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
Yes
3. Is the well site subject to flooding?
Yes
4. Is the upper termination of the well located outside a secured area?
Yes
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is HIGH

Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination.
(*) Estimated value based on Best Professional Judgement.

Picture of the Well Head


Water Supply System Name: Zuni Pueblo
PWS ID: 063501124

Well Name [Number]: Z7 [W0006]


The well depicted below was completed on an unknown date. The well was drilled to a total depth of 208.0 feet and is completed in the Chinle Formation aquifer between the screened intervals of 148.0 and 198.0 feet. The Chinle Formation aquifer is composed of sandstone and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination.

An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:
Possible Sources Of Contamination (PSOC) Description
PSOC
Risk
Distance From
Water Source (ft)
Overall
Risk
CTP - Chlorine Treatment for Water Supply Well
NONE
29
NONE
PGR - Paved/Gravel Local Road
LOW
67
MED
SET - Single Family Septic System
MED
243
MED
SET - Single Family Septic System
MED
308
MED
SET - Single Family Septic System
MED
346
MED
AFL - Animal Feeding Area/Pens - Low Risk
LOW
359
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
405
MED
SET - Single Family Septic System
MED
471
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
649
MED
SET - Single Family Septic System
MED
754
MED
SET - Single Family Septic System
MED
762
MED
SET - Single Family Septic System
MED
839
MED
SET - Single Family Septic System
MED
883
MED
SET - Single Family Septic System
MED
937
MED
SET - Single Family Septic System
MED
957
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
961
LOW
SET - Single Family Septic System
MED
979
MED
SET - Single Family Septic System
MED
1,011
MED
SET - Single Family Septic System
MED
1,024
MED
IRR - Irrigation Well
LOW
1,061
LOW
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,072
LOW
PGR - Paved/Gravel Local Road
LOW
1,088
LOW
AWW - Abandoned/Improperly Constructed Water Well
HIGH
1,092
MED
PGR - Paved/Gravel Local Road
LOW
1,096
LOW
JKY - Junk Yard (domestic)
MED
1,136
LOW
AST - Above Ground Storage Tank (non-water)
HIGH
1,148
MED
AFL - Animal Feeding Area / Pens - Low Risk
LOW
1,156
LOW
SET - Single Family Septic System
MED
1,183
LOW
OUT - Outhouse
HIGH
1,297
MED

The cumulative risk associated with these PSOCs is HIGH.
The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source. Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination.

Source Integrity Parameter Assessment
1.Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
Yes
3. Is the well site subject to flooding?
Yes
4. Is the upper termination of the well located outside a secured area?
No
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is MEDIUM.
Picture of the Well Head Picture of the Well Head


 

Source Water Assessment Report
for
the Zuni Pueblo/Black Rock (IHS) Water Supply System

Zuni, New Mexico

January 30, 2001

Introduction

The 1996 amendments to the Safe Drinking Water Act authorizes a Source Water Assessment Program to determine the susceptibility of a public drinking water supply to contamination. Sources of contaminants regulated by the Safe Drinking Water Act (i.e., contaminants with a Maximum Contaminant Level, contaminants regulated under the surface water treatment rule, and the microorganism cryptosporidium) are required to be inventoried during the assessment process. The EPA Region 6 Source Water Protection Branch in cooperation with your drinking water system operators has conducted this assessment for your drinking water source. This one-time only "snap-shot" of the potential for water quality impacts to your source of drinking water is intended to serve as a starting point for you and your water supply system to initiate protection measures that will ensure an adequate quality of drinking water to meet the future needs of your Pueblo.

Background

A complete source water assessment consists of four key elements:

(1) The first step is for assessment areas to be delineated for each of the system's ground water wells or surface water intakes (see Figure 1). These delineations use available hydrogeologic factors for determining the areal extent of ground water sources for wells and the entire watershed drainage area for surface water intakes.

(2) Once the area to be assessed has been determined, a detailed potential contaminant source inventory is conducted within the delineated area. A list of potential contaminant sources and their relative risk to ground water and surface water is presented in Appendix A.

(3) The information gathered during the inventory process is then used to determine the relative susceptibility of the drinking water supply to the contaminant sources inventoried. This susceptibility determination takes into consideration four factors: (a) the physical integrity of the well/intake structure; (b) the characteristics of the hydrologic system around the well/intake; (c) characteristics of the contaminants inventoried; and, (d) the likelihood of those contaminants to reach the source of the drinking water supply. (See the "Assessment Summary" section of this report for a summary of your system's susceptibility to contamination.)

(4) The final step in conducting an assessment is for the customers using the ground water or surface water source of drinking water to be informed about the availability of the complete assessment report.

After determining the susceptibility of the ground water and/or surface water sources of the system's drinking water supply, the system's susceptibility is determined by using the arithmetic mean of the source susceptibilities. Systems that purchase their drinking water supplies from another drinking water system will share that system's susceptibility. Table A illustrates how your system's susceptibility was calculated.

Table A - System and Source Susceptibility to Contamination Determination
SourceID
Source Name
High
Medium
Low
BR4-PHS  
X
 
BR5  
X
 

System Score


X


Assessment Summary

Your drinking water supply primary source is ground water. Your sources of drinking water come from the Glorieta Sandstone/san Andres Limestone aquifer and the Jurassic Zuni Sandstone Formation aquifer. Based on the four susceptibility factors discussed above, your system was determined to have a MEDIUM susceptibility to contamination.

Systems with a "High" susceptibility rating are strongly encouraged to implement management controls within the source water assessment area to minimize the threat of these potential sources of contamination. Systems with a "Medium" susceptibility rating should consider implementing control measures that reduce the risk of potential contamination from sources closest to the well/intake. Systems with a "Low" susceptibility determination should initiate a public education and outreach program that focuses on protecting the drinking water resource and informing the public about activities that threaten the quality of your drinking water supply. Picture of the Well Head Picture of the Well Head Well System W0001 Well System W0002

Conclusion

This assessment is intended to serve as a tool for you and your water supply system to use as a start to a source water protection program. To get further involved in protecting your source of drinking water, please contact your local water supply system operator to volunteer your time and talent. For additional information about the federal Source Water Assessment Program, please do not hesitate to contact Ken Williams, EPA Region 6 Source Water Protection Program Coordinator at 214.665.7129 or e-mail him at williams.ken@epa.gov.



Water Supply System Name: Zuni Pueblo/Black Rock (IHS)
PWS ID: 063502124
Well Name [Number]: BR4-PHS [W0001]



The well depicted below was completed on an unknown date. The well was drilled to a total depth of 1175.0 feet and is completed in the Glorieta Sandstone/san Andres Limestone aquifer between the screened intervals of 938.0 and 1175.0 feet. The Glorieta Sandstone/san Andres Limestone aquifer is composed of sandstone and carbonate and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination. An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:

Possible Sources Of Contamination
PSOC) Description
PSOC
Risk
Distance From
Water Source (ft)
Overall
R isk
PGR - Paved/Gravel Local Road
LOW
42
MED
MTW - Monitoring or Test Well
MED
48
MED
MTW - Monitoring or Test Well
MED
170
MED
PGR - Paved/Gravel Local Road
LOW
686
MED
PGR - Paved/Gravel Local Road
LOW
864
LOW
PGR - Paved/Gravel Local Road
LOW
920
LOW
PGR - Paved/Gravel Local Road
LOW
930
LOW
PGR - Paved/Gravel Local Road
LOW
1,019
LOW
PGR - Paved/Gravel Local Road
LOW
1,051
LOW
PGR - Paved/Gravel Local Road
LOW
1,117
LOW

The cumulative risk associated with these PSOCs is HIGH

The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source. Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination.

Source Integrity Parameter Assessment
1.Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
Yes
3. Is the well site subject to flooding?
Yes
4. Is the upper termination of the well located outside a secured area?
Yes
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is HIGH
Well Name [Number]: BR4-PHS [W0001] Picture of Monitoring Well Picture of the Well Head


 

Water Supply System Name: Zuni Pueblo/Black Rock (IHS)
PWS ID: 063502124

Well Name [Number]: BR5 [W0002]

The well depicted below was completed in January, 1988(*). The well was drilled to a total depth of 220.0 feet and is completed in the Jurassic Zuni Sandstone Formation(*) aquifer between the screened intervals of 110.0(*) and 200.0(*) feet. The Jurassic Zuni Sandstone Formation aquifer is composed of sandstone and the well is currently active. This type of aquifer is rated as having a LOW susceptibility to contamination. An inventory of potential contaminant sources (PSOC) within a 1/4 mile (1,320 feet) radius of the well reveals the following contaminant sources and their relative risk to the well:

 

Possible Sources Of Contamination
(PSOC) Description
PSOC
Risk
Distance From
Water Source (ft)
Overall
Risk
AWW - Abandoned/Improperly Constructed Water Well
HIGH
67
HIGH
SHW - State Highway
MED
263
MED
PGR - Paved/Gravel Local Road
LOW
524
MED
PGR - Paved/Gravel Local Road
LOW
583
MED
PGR - Paved/Gravel Local Road
LOW
619
MED
PGR - Paved/Gravel Local Road
LOW
624
MED
PGR - Paved/Gravel Local Road
LOW
855
LOW
PGR - Paved/Gravel Local Road
LOW
976
LOW

The cumulative risk associated with these PSOCs is HIGH.

The overall risk of a particular PSOC is based on the type of PSOC (1=low, 2-medium, 3=high), and the risk due to the proximity of the PSOC to the water source. The distance factor is considered high (3) if the PSOC is within 810 feet, medium (2) if from 811 feet to 1070 feet, and low (1) if from 1070 feet to 1320 feet. These two components (type and distance) are summed to give the overall risk posed by the individual PSOC (low=2, 3; medium=4, 5; high=6). To determine the cumulative risk to the water source posed by all of the PSOCs, the overall risk from each source is summed and a scale is applied. If the sum is 0 to 6, the risk is low; a sum of 7 to 12 yields a medium risk; and a sum greater than 12 represents a high risk of contamination of the water source. Based on the character of the hydrogeologic factors around the setting; the nature of these potential contaminant sources, and their proximity to the well; and the physical integrity of the well; this well has been determined to have a MEDIUM susceptibility to contamination. (*) Estimated value based on Best Professional Judgement.

Source Integrity Parameter Assessment
1.Is the top of the screened interval within 100 feet of ground level?
No
2. Is the casing exposed to surface water runoff?
Yes
3. Is the well site subject to flooding?
No
4. Is the upper termination of the well located outside a secured area?
Yes
5. Is the upper termination of the well located in a pit?
No

Based on the questions above, the Source Integrity Susceptibility Score is MEDIUM

Well Name [Number]: BR5 [W0002] Picture of the Well Head



Appendix A

Potential Sources of Contamination

Code Description Risk [GW] Risk [SW]
ABS Body Shop/Paint Shop 3 3
AFH Animal Feeding Area / Pens - High Risk 3 3
AFL Animal Feeding Area / Pens - Low Risk 1 1
AFM Animal Feeding Area / Pens - Medium Risk 2 2
AGR Agriculture Chemical - Formulation/Distribution 3 3
AIR Airport 2 2 ALS Airport / Landing Strip 2 2
ASP Asphalt Plant 1 1
AST Above Ground Storage Tank (non-water) 3 3
ATT Animal Dipping Vat 3 3 AWS Alternate Water Source 1 1
AWW Abandoned/Improperly Constructed Water Well 3 1
BAT Battery Recyclers 3 3
C1I Class I Injection Wel (Industrial & Hazardous) 3 3
C2I Class II Injection Well (Produced Brine) 2 2
C3I Class III Injection Well (Mining) 3 3
CEM Cemetery 1 1
CHP Chemical Plant 3 3
CIP Commercial / Industrial Property 3 3
CPD Cesspool - domestic 3 2
CRC CERCLA Site 3 3
CTP Chlorine Treatment for Water Supply Well 0 0
CVC Class V - High Capacity Cesspools 3 3
CVI Class V - Industrial Waste Disposal Well 3 3
CVM Class V - Motor Vehicle Waste Disposal Well 3 3
CVO Class V - Other 1 3
CWA Car Wash 1 1
CWW Commercial Water Well 1 1
DCL Dry Cleaner / Laundromat 3 3
DST Distribution Box for PWS 0 0
DWW Domestic Water Well 2 1
ENG Auto/Boat/Tractor/Small Engine Shop 3 3
FNR Funeral Home 1 1
FST Furniture Stripping 2 2
GLF Golf Course 2 2
HOS Hospital 1 1
IAW Inactive Water Well 2 1
IHW Interstate Highway 3 3
IPW Inactive Alternate Public Water Source 1 1
IRR Irrigation Well 1 1
JKY Junk Yard (domestic) 2 1
LFR Sanitary Landfill - Regulated 2 1
LFU Sanitary Landfill - Unregulated 3 2
LMB Lumber Mill 1 1
MIF Military Facility 3 3
MPW Metal Plating / Metal Working 2 3
MTW Monitoring or Test Well 2 1
NRS Plant Nursery 2 2
NUC Nuclear Plant 1 1
ODA Oil/Gas Well / Associated Drilling Activities (Including 3 2
OLH Other Line Source - High Risk 3 3
OLL Other Line Source - Low Risk 2 2
OLM Other Line Source- Low Risk 1 1
OPH Other Point Source - High Risk 3 3
OPL Other Point Source - Low Risk 1 1
OPM Other Point Source - Medium Risk 2 2
OUH Other Land Use Source- High Risk 3 3
OUL Other Land Use Source - Low Risk 1 1
OUM Other Land Use Source - Medium Risk 2 2
OUT Outhouse 3 2
OXP Waste Water Oxidation Pond 3 3
PCS Pipeline Compressor Stations 1 1
PDP Promiscuous Dump 2 2
PGR Paved/Gravel Local Road 1 1
PPL Pipeline 3 3
PPR Paper Mill 1 2
PRF Pasture/Range/Forest Land 1 1
PRK Parking Lot 2 3
PRN Printing Shops 1 1
PWP Power Plant 1 1
PWS Public Water Supply Well 0 0
RCA RCRA Site 3 2
RCR Row Crop 3 3
RRL Railroad 3 3
RSR Residential/Recreational 2 2
RYL Railroad Yard - Loading and Offloading 2 2
RYM Railroad Yard - Maintenance 2 2
SEP High Capacity Septic System 3 3
SET Single Family Septic System 2 1
SEW Sewer Lift Station 2 2
SGP Sand/Gravel Pit 1 1
SHT Sewage Holding Tank 1 1
SHW State Highway 2 2
SLV Salvage Yard (automotive / scrap) 3 3
SPC Shopping Center 2 1
SPR Spring 0 0
SSS Road Salt Storage Area 1 1
STP Sewer Treatment Plant 2 1
SWW State Water Supply Well 0 0
TRT Truck Terminal 3 3
TSD Transfer Station / Dumpster 2 2
UST Underground Storage Tank 3 3
WAA Waste Application Area 2 2
WPP Wood Preserving Plant 3 3
WST Storage Tanks for PWS 0 0

 


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