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Source Water
Assessment Report
for the
Zuni Pueblo Water Supply System
Zuni, New Mexico
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.
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.
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
|
|
MED
|
PGR - Paved/Gravel Local Road |
LOW
|
|
MED
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
MED
|
PGR - Paved/Gravel Local Road |
LOW
|
|
MED
|
PGR - Paved/Gravel Local Road |
LOW
|
|
MED
|
WST - Storage Tanks for PWS |
NONE
|
|
NONE
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
MED
|
WST - Storage Tanks for PWS |
NONE
|
|
NONE
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
MED
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
MED
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
MED
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
MED
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
LOW
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
LOW
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
LOW
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
LOW
|
PGR - Paved/Gravel Local Road |
LOW
|
|
LOW
|
PGR - Paved/Gravel Local Road |
LOW
|
|
LOW
|
AFL - Animal Feeding Area / Pens - Low Risk |
LOW
|
|
LOW
|
PGR - Paved/Gravel Local Road |
LOW
|
|
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.
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
RiskPGR - Paved/Gravel Local Road LOW 173 MEDPGR - Paved/Gravel Local Road LOW 321 MEDPGR - Paved/Gravel Local Road LOW 499 MEDPGR - Paved/Gravel Local Road LOW 600 MEDSHW - State Highway MED 942 MEDAFL - Animal Feeding Area / Pens - Low Risk LOW 968 LOWUST - Underground Storage Tank HIGH 974 MEDAFL - Animal Feeding Area / Pens - Low Risk LOW 1,256 LOWAFL - Animal Feeding Area / Pens - Low Risk LOW 1,275 LOWAFL - Animal Feeding Area / Pens - Low Risk LOW 1,275 LOWAFL - Animal Feeding Area / Pens - Low Risk LOW 1,300 LOWCEM - 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.
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 HIGHBased 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.
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.
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.
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? No2. Is the casing exposed to surface water runoff? Yes3. Is the well site subject to flooding? Yes4. Is the upper termination of the well located outside a secured area? Yes5. Is the upper termination of the well located in a pit? No
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
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 |