ML12094A080
| ML12094A080 | |
| Person / Time | |
|---|---|
| Site: | Indian Point  |
| Issue date: | 03/29/2012 |
| From: | GZA GeoEnvironmental |
| To: | Atomic Safety and Licensing Board Panel |
| SECY EHD | |
| Shared Package | |
| ML12089A590 | List: |
| References | |
| RAS 22130, 50-247-LR, 50-286-LR, ASLBP 07-858-03-LR-BD01 | |
| Download: ML12094A080 (180) | |
Text
APPENDIX O - SURFACE GEOPHYSICAL SURVEY REPORTS ENT00331P Submitted: March 29, 2012
3 Mystic Lane Malvern, PA19355 (610) 722-5500 (ph.)
(610) 722-0250 (fax)
March 21, 2006 Ref. No.: 05-426-2 Dr. David Winslow GZA GeoEnvironmental of New York, Inc Two Pennsylvania Plaza, 18th Floor New York, New York 10121
Subject:
Geophysical Investigation Results Indian Point Nuclear Power Plant Site Transformer Yard Unit 3 Buchanan, New York
Dear Mr. Winslow:
Advanced Geological Services (AGS) presents this letter report to GZA GeoEnvironmental (GZA) of New York, New York detailing the methods and results of a geophysical investigation conducted at the Indian Point Nuclear Power Plant Site in Buchanan, New York. The area of investigation centered in the transformer yard of unit
- 3. The objective of the survey was to map the depth to bedrock for the transformer yard. The field activities for this investigation were completed by AGS from January 25 and 26, 2006.
Methods To meet the objectives of the investigation, AGS utilized the ground penetrating radar (GPR) method. GPR profiles were collected in a grid pattern with a spacing of ten feet throughout the survey area, except for areas with significant surficial obstructions.
Special attention was given to the area around monitoring well MW46 so correlations between MW46 and successive parallel GPR profiles could be interpolated throughout the survey area.
The depth to bedrock, as defined by the onsite GZA representative, at MW46 was approximately 7 feet. The GPR profiles near the monitoring well MW46 were closely analyzed to correlate the known depth to bedrock with a specific reflector or group of reflectors. Then the reflector was extrapolated on every GPR profile throughout the entire survey area. Using a standard velocity function the approximate depths to bedrock, measured from the ground surface, were transferred and contoured (Figure 1).
Dr. David Winslow GZA, Inc.
March 21, 2006 Page 2 Ground Penetrating Radar (GPR) Method The GPR method is based upon the transmission of repetitive, radio-frequency electromagnetic (EM) pulses into the subsurface. When the transmitted energy of down-going wave contacts an interface of dissimilar electrical character, part of the energy is returned to the surface in the form of a reflected signal. This reflected signal is detected by a receiving transducer and is displayed on the screen of the GPR unit as well as being recorded on the internal hard-drive. The received GPR response remains constant as long as the electrical contrast between media is present and constant.
Lateral or vertical changes in the electrical properties of the subsurface result in equivalent changes in the GPR responses. The system records a continuous image of the subsurface by plotting two-way travel time of the reflected EM pulse versus distance traveled along the ground surface. Two-way travel time values are then converted to depth using soil velocity functions.
The GPR field procedures involved (1) instrument calibration, (2) test run completion, (3) production profile collection and recording, and (4) data storage for subsequent processing and analysis in the office. Each radar profile was examined for characteristic GPR signatures that may indicate the presence of buried targets. A Geophysical Survey System SIR System 2 and a 200 megahertz (MHz) antenna were used with a recording window of 185 nanoseconds (ns) to provide the required depth penetration and subsurface detail.
Results A site map, containing the approximate depth to bedrock and the locations of representative GPR profiles, is shown on Figure 1.
The approximate depth to bedrock ranged between 7.5 and 10.5 feet (Figure 1).
Generally the northern and southern ends of the survey area had the deepest and shallowest depths to bedrock respectively.
Although GPR data was collected across the entire survey area, there are not data points for every area. This problem partly arose because of obstacles that impeded data collection and other areas did not have a bedrock reflector or group of reflectors that could be traced across the entire profile.
Closing
Dr. David Winslow GZA, Inc.
March 21, 2006 Page 3 All geophysical data and field notes collected as a part of this investigation will be archived at the AGS office. The data collection and interpretation methods used in this investigation are consistent with standard practices applied to similar geophysical investigations. The correlation of geophysical responses with probable subsurface features is based on the past results of similar surveys although it is possible that some variation could exist at this site. Due to the nature of geophysical data, no guarantees can be made or implied regarding the presence or absence of additional objects or targets beyond those identified.
If you have any questions regarding the results of this field investigation, please contact me at 610-722-5500. It was a pleasure working with you on this project and we look forward to being able to provide you with sub-surface imaging services in the future.
Sincerely, Christopher Call M.S.
Project Geophysicist, AGS Encl.: Figure 1 - Depth to Bedrock Contour Map
GZA GeoEnvironmental of New York, Inc.
Indian Point Nuclear Power Plant Transformer Yard of Unit 3 Buchanan, New York Date: March 21, 2006 AGS
Reference:
05-426-2 cc Figure 1 Depth to Bedrock Contour Map Auxiliary Transformer Area Transformer Area Building Unit 3 Building MW46
-80 E
-60 E
-40 E
-20 E 0 E 20 E 40 E 60 E 80 E
-40 N
-20 N 0 N 20 N 40 N 60 N 80 N Grid North 7.4 7.6 7.8 8
8.2 8.4 8.6 8.8 9
9.2 9.4 9.6 9.8 10 10.2 10.4 (1) A SIR2 GPR System by GSSI was used for this survey. One monitoring well was located in the survey area, which provided a depth point with was extrapolated throughout the GPR profiles. MW 46 had a recorded depth to bedrock at approximately 7 feet.
(2) GPR profiles were collected in a grid pattern with a ten foot spacing. Depths taken from these GPR profiles are shown on this figure.
(3) The black dots in this figure are the actual data points used to contour this figure.
(4) The depth of investigation for the GPR unit was approximately 20 feet.
The depths included in this document should be considered approximate.
(5) The field positions were not surveyed by a licensed surveyor and should be considered approximate.
Notes
3 Mystic Lane Malvern, PA19355 (610) 722-5500 (ph.)
(610) 722-0250 (fax)
July 21, 2006 Ref. No.: 05-426-9 Mr. David Winslow GZA GeoEnvironmental of New York, Inc Two Pennsylvania Plaza, 18th Floor New York, New York 10121
Subject:
Geophysical Investigation Results Indian Point Nuclear Power Plant Site Buchanan, New York
Dear Mr. Winslow:
Advanced Geological Services (AGS) presents this letter report to GZA GeoEnvironmental (GZA) of New York, New York detailing the methods and results of a geophysical investigation conducted at the Indian Point Nuclear Power Plant Site in Buchanan, New York. The area of investigation included the gravel section, just south of the Unit 2 transformers. The objective of the survey was to map the depth to bedrock for this section of the transformer yard of unit 2 and correlate its results with the data collected in previous surveys located in several areas of the transformer yard.
Methods To meet the objectives of the investigation, data from previous surveys (05-426-1, 05-426-3, 05-426-6 and 05-426-8) were combined and correlated with data collected south of the transformer pads to provide a comprehensive depth to bedrock map that includes most of the accessible regions of the Unit 2 transformer yard. The methods and procedures for these surveys, including the area south of the transformer pads are summarized below.
AGS utilized the ground penetrating radar (GPR) method. In this survey GPR profiles were collected in a grid pattern with a spacing ranging between approximately five and ten feet throughout the survey area, except for areas with significant surficial obstructions. The spacing was largely dependent on the accessibility of each specific area.
Special attention was given to the areas around the five monitoring wells, so correlations between them could be made and interpolated throughout the various
Dr. David Winslow GZA July 21, 2006 Page 2 surveys across the transformer yard. The depth to bedrock, as defined by the onsite GZA representative, at MW35, MW34, MW33, MW111 and MW 52 was 7, 3.5, 6.5, 18 and 12 feet, respectively.
The GPR profiles near the monitoring wells were closely analyzed to correlate the known depth to bedrock at these locations with a specific reflector or group of reflectors. The reflectors, associated with bedrock, were extrapolated on every GPR profile throughout the entire survey area.
Using a soil velocity function the approximate depths to bedrock, measured from the ground surface, were transferred and contoured on figure 1.
Ground Penetrating Radar (GPR) Method The GPR method is based upon the transmission of repetitive, radio-frequency electromagnetic (EM) pulses into the subsurface. When the transmitted energy of down-going wave contacts an interface of dissimilar electrical character, part of the energy is returned to the surface in the form of a reflected signal. This reflected signal is detected by a receiving transducer and is displayed on the screen of the GPR unit as well as being recorded on the internal hard-drive. The received GPR response remains constant as long as the electrical contrast between media is present and constant.
Lateral or vertical changes in the electrical properties of the subsurface result in equivalent changes in the GPR responses. The system records a continuous image of the subsurface by plotting two-way travel time of the reflected EM pulse versus distance traveled along the ground surface. Two-way travel time values are then converted to depth using soil velocity functions. The soil velocity function used in this survey was calculated using the time it takes the GPR signal to travel a known distance, depth to the storm sewer near MW 52.
The GPR field procedures involved (1) instrument calibration, (2) test run completion, (3) production profile collection and recording, and (4) data storage for subsequent processing and analysis in the office. Each radar profile was examined for characteristic GPR signatures that may indicate the presence of buried targets. A Geophysical Survey System SIR System 2 and a 200 megahertz (MHz) antenna were used with a recording window up to 200 nanoseconds (ns) to provide the required depth penetration and subsurface detail.
Results An approximate depth to bedrock contour map, which combines all previous depth to bedrock surveys completed by AGS, and site features are shown on Figure 1.
Dr. David Winslow GZA July 21, 2006 Page 3 The approximate depth to bedrock ranged between 3.5 and 16 feet (Figure 1).
The greatest depth to bedrock is centered in the immediate vicinity of MW 111 and the shallowest depth to bedrock appears to be in the eastern most portion of the transformer yard. The greatest depth to bedrock gradient change occurs along a 35 foot interval where the depth to bedrock drops from 6 feet (5 N, 130 E) to 16 feet (5 N, 95 E).
However, this steep gradient appears to be consistent across the entire eastern portion of the transformer yard, with the steepest section along the 5 N transect.
The depth, below ground surface, to bedrock is very shallow in the condenser pit.
However the depths in the condenser pit, shown in figure 1, have been adjusted to account for the significantly lower mean elevation.
Based on the GPR profiles close to MW 111 and MW 33, the depth to bedrock at MW 111 only appears to be approximately 16 feet deep. The reflectors associated with a depth of seven feet near MW 33 could not be traced to a depth greater than 16 feet at MW 111. This interpretation is strengthened because there was good correlation between MW 34, MW 35 and MW 33.
There was an area of low reflectivity centered at -25 E and 200 N. It is possible that there could be a different type of fill in the area that quickly attenuates the GPR signal.
This section is a relatively small area of the transformer yard and data from both sides of this section of low reflectivity correlate well with each other, indicating that it is unlikely that there is a large change in the depth to bedrock in this section.
It is possible that the depths obtained from the profiles collected over the transformer pads and condenser pit could be slightly different. A constant soil velocity function was assumed for the entire survey area, but the velocity function for reinforced concrete might vary slightly from the velocity function applied to the entire survey area.
Closing The vicinity near MW 111 had the greatest depth to bedrock for the entire transformer yard. The different geophysical surveys in the transformer yard of Unit 2 correlate well with each other. Overall the data quality was good and the depth of GPR signal penetration was deep enough to image bedrock.
Dr. David Winslow GZA July 21, 2006 Page 4 All geophysical data and field notes collected as a part of this investigation will be archived at the AGS office. The data collection and interpretation methods used in this investigation are consistent with standard practices applied to similar geophysical investigations. The correlation of geophysical responses with probable subsurface features is based on the past results of similar surveys although it is possible that some variation could exist at this site. Due to the nature of geophysical data, no guarantees can be made or implied regarding the presence or absence of additional objects or targets beyond those identified.
If you have any questions regarding the results of this field investigation, please contact me at 610-722-5500. It was a pleasure working with you on this project and we look forward to being able to provide you with sub-surface imaging services in the future.
Sincerely, Christopher Call M.S.
Project Geophysicist, AGS Encl.: Figure 1 - Depth to Bedrock Contour Map
GZA GeoEnvironmental Transformer Yard of Unit 2 Indian Point Nuclear Power Plant Site Buchanan, New York Date: July 19, 2006 AGS
Reference:
05-426-9 cc Notes (1) A SIR2 GPR System by GSSI was used for this survey. There are five monitoring wells located in the survey area: MW 33, MW 34, MW 35, MW 52 and MW 111. GPR data was synthesized and correlated with the depths to bedrock based on the boring logs associated with these monitoring wells to identify the depth and location to bedrock throughout the surveyed area.
(2) GPR profiles were collected in a grid pattern with maximum spacing of ten feet, however, several sections have a higher data density. GPR profiles could not be obtained in all areas due to restricted access and other large objects in the transformer yard. The GPR profiles used to create this figure were combined from several separate surveys,conducted over several days between December 5, 2005 and June, 26, 2006.
(3) The maximum depth of penetration for the GPR profiles was approximately 20 feet, however some areas had a high amount of signal attenuation, which limited the depth of signal penetration. Two-way travel time values were converted to depth using a soil velocity function calculated by using the time it takes the signal to travel to the storm sewer, which is at a known depth.
(4) Depths shown in this figure are the depth below ground surface. However, the depths in the condenser pit were calibrated to account for the substantial drop below the median elevation for the survey area.
(5) The field positions were not survey by a licensed surveyor and should be considered approximate. Site features were based on a site map, drawing 9321-F-1002-7, provided by Entergy.
Figure 1 Depth To Bedrock Contour Map, and Site Features
-225 E
-200 E
-175 E
-150 E
-125 E
-100 E
-75 E
-50 E
-25 E 0 E 25 E 50 E 75 E 100 E 125 E 150 E
-225 E
-200 E
-175 E
-150 E
-125 E
-100 E
-75 E
-50 E
-25 E 0 E 25 E 50 E 75 E 100 E 125 E 150 E
-100 N
-75 N
-50 N
-25 N 0 N 25 N 50 N 75 N 100 N 125 N 150 N 175 N 200 N 225 N
-100 N
-75 N
-50 N
-25 N 0 N 25 N 50 N 75 N 100 N 125 N 150 N 175 N 200 N 225 N Fenced Area Fenced Area Condenser Pit Transformer Pad Transformer Pad 4
4.5 5
5.5 6
6.5 7
7.5 8
8.5 9
9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 Depth (ft)
North MW 35 MW 33 MW 34 MW 111 MW 53 Building Building Building 0
25 50 75 100 Scale (1 inch = 45 feet)
Area of Low Reflectivity
3 Mystic Lane Malvern, PA19355 (610) 722-5500 (ph.)
(610) 722-0250 (fax)
June 22, 2006 Ref. No.: 05-426-7 Mr. David Winslow GZA GeoEnvironmental of New York, Inc Two Pennsylvania Plaza, 18th Floor New York, New York 10121
Subject:
Geophysical Investigation Results Indian Point Nuclear Power Plant Site Buchanan, New York
Dear Mr. Winslow:
Advanced Geological Services (AGS) presents this letter report to GZA GeoEnvironmental (GZA) of New York, New York detailing the methods and results of a geophysical investigation conducted at the Indian Point Nuclear Power Plant Site in Buchanan, New York. The area of investigation was the asphalt road starting at the delta security gate ending at the beginning of the parking lot in front of the portable buildings at the fifteen foot elevation at the bottom of the hill. The objective of this survey was to identify the depth to bedrock along the road.
Methods AGS used the ground penetrating radar (GPR) method. GPR profiles were collected in a grid pattern with a spacing not exceeding ten feet throughout the survey area. A standard rectangular data collection grid could not be utilized during this survey due to the curve in the road, security fence to the north and steep topography to the south.
The sidewalk and grass region to the south of the road could not be surveyed due to the presence of significant snow drifts. The field activities for this survey occurred on February 16, 2006.
Ground Penetrating Radar (GPR) Method The GPR method is based upon the transmission of repetitive, radio-frequency electromagnetic (EM) pulses into the subsurface. When the transmitted energy of down-going wave contacts an interface of dissimilar electrical character, part of the energy is returned to the surface in the form of a reflected signal. This reflected signal is detected by a receiving transducer and is displayed on the screen of the GPR unit as
Dr. David Winslow GZA, Inc.
June 22, 2006 Page 2 well as being recorded on the internal hard-drive. The received GPR response remains constant as long as the electrical contrast between media is present and constant.
Lateral or vertical changes in the electrical properties of the subsurface result in equivalent changes in the GPR responses. The system records a continuous image of the subsurface by plotting two-way travel time of the reflected EM pulse versus distance traveled along the ground surface. Two-way travel time values are then converted to depth using soil velocity functions.
The GPR field procedures involved (1) instrument calibration, (2) test run completion, (3) production profile collection and recording, and (4) data storage for subsequent processing and analysis in the office. Each radar profile was examined for characteristic GPR signatures that may indicate the presence of buried targets. A Geophysical Survey System SIR System 2 and a 200 megahertz (MHz) antenna were used with a recording window of 170 nanoseconds (ns) to provide the required depth penetration and subsurface detail.
Results A site map, containing the approximate depth to bedrock and a representative GPR profile, is shown on Figure 1.
The approximate depth to bedrock ranged between 8 and 16 feet below ground surface (bgs). Bedrock depths should be considered approximate. GPR signal penetration was approximately 18 feet or less. Bedrock reflectors appear to be less defined in this survey area compared to other areas at the Indian Point. Many potential utilities were observed in the survey area, however none appeared to have trenches that cut through bedrock.
Starting at approximately 410 E there appears to be a steep drop in the depth to bedrock (Figure 1). In this area the depth to bedrock transitions from approximately 8 feet bgs to 16 feet bgs. This transition is illustrated in GPR profile 661 (Figure 1).
Closing All geophysical data and field notes collected as a part of this investigation will be archived at the AGS office. The data collection and interpretation methods used in this investigation are consistent with standard practices applied to similar geophysical investigations. The correlation of geophysical responses with probable subsurface
Dr. David Winslow GZA, Inc.
June 22, 2006 Page 3 features is based on the past results of similar surveys although it is possible that some variation could exist at this site. Due to the nature of geophysical data, no guarantees can be made or implied regarding the presence or absence of additional objects or targets beyond those identified.
If you have any questions regarding the results of this field investigation, please contact me at 610-722-5500. It was a pleasure working with you on this project and we look forward to being able to provide you with sub-surface imaging services in the future.
Sincerely, Christopher Call M.S.
Project Geophysicist, AGS Encl.: Figure 1 - Depth to Bedrock Contour Map
GZA GeoEnvironmental of New York, Inc.
Indian Point Nuclear Power Plant OCA Road Buchanan, New York Figure 1 Depth to Bedrock Contour Map Site Features, and GPR Profile (1) A SIR2 GPR System by GSSI was used for this survey. GPR data was synthesized and correlated with the depths associated with previous GPR surveys at the Indian Point Nuclear Power Plant site to identify the depth and location to bedrock.
(2) GPR profiles were collected in a grid pattern with a minimum spacing of ten feet.
Depths taken from these GPR profiles are contoured on this figure. A representative GPR profile is also shown.
(3) The maximum depth of the GPR signal penetration was approximately 16 feet.
The values listed in this survey are depths to bedrock below ground surface and should be considered approximate.
(4) The field positions were not surveyed by a licensed surveyor and should be considered approximate.
Notes 0 E 50 E 100 E 150 E 200 E 250 E 300 E 350 E 400 E 450 E 500 E 550 E 600 E Distance (ft) 0 N 50 N 100 N 150 N 200 N Distance (ft)
Approximate Depth (ft) 7.5 8
8.5 9
9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16 16.5 17 17.5 400 E 420 E 440 E 460 E 480 E 500 E 150 100 50 0
Travel Time (ns)
GPR Profile 661 20 15 10 5
0 Approximate Depth (ft)
Bedrock GPR Profile 661 Security Fence Street Curb Delta Gate North 0
25 50 75 100 Scale 1 inch = 75 feet Date: June 19, 2005 AGS
Reference:
05-426-7 cc Base of Asphalt
GZA GeoEnvironmental of New York, Inc.
Indian Point Nuclear Power Plant OCA Road Buchanan, New York Date: July 24, 2006 AGS
Reference:
05-426-7b cc Figure 1 Depth to Bedrock Contour Map &
GPR Profiles with Utilities &
Utility Trenches Based on the GPR profiles collected for the geophysical survey 05-426-7, no utility trenches were observed to penetrate bedrock. GPR profiles 8 and 9 were collected over the storm sewer and the boundaries of its utility trench are marked. Other GPR profiles were not collected directly over the storm sewer, because of large snow drifts were piled to the side of the road. GPR profiles 645 and 654 contain multiple non storm sewer utilities. The sidewalls of the observed utility trenches are identified by the dashed magenta lines on the shown GPR profiles.
A Geophysical Survey System SIR System 2 with a 200 megahertz (MHz) antenna was used with a recording window of 200 to 150 nanoseconds (ns) to provide the required depth penetration and subsurface detail, for this survey.
The depth to bedrock contour map is included as a reference and it was compiled based on the GPR profiles associated with the previous geophysical survey (05-426-7) and any further details regarding it should be obtained in its accompanying report.
The geophysical investigation (05-426-7) was not intended to locate all utilities in the area and utility locations illustrated in this figure should be considered approximate. Utility trench sidewalls could not be identified for all utilities. The field positions were not surveyed by a licensed surveyor and should be considered approximate. The data collection and interpretation methods used in this investigation are consistent with standard practices applied to similar geophysical investigations. The correlation of geophysical responses with probable subsurface features is based on the past results of similar surveys although it is possible that some variation could exist at this site. Due to the nature of geophysical data, no guarantees can be made or implied regarding the presence or absence of additional objects or targets beyond those identified.
Notes 0 E 50 E 100 E 150 E 200 E 250 E 300 E 350 E 400 E 450 E 500 E 550 E 600 E Distance (ft) 0 N 50 N 100 N 150 N 200 N Distance (ft)
Approximate Depth (ft) 7.5 8
8.5 9
9.5 10 10.5 11 11.5 12 12.5 13 13.5 14 14.5 15 15.5 16 Security Fence Street Curb Delta Gate North 0
25 50 75 100 Scale 1 inch = 75 feet Distance (ft) 20 10 0
Approximate Depth (ft) 150 100 50 0
Two-Way Travel Time (ns) 0 5 N 10 N 15 N 20 N 25 N Bedrock Storm Sewer Ground Surface Profile 8 Distance (ft) 20 10 0
Approximate Depth (ft) 150 100 50 0
Two-Way Travel Time (ns)
Bedrock 5 N 10 N 15 N Storm Sewer Ground Surface Profile 9 200 E 220 E 240 E 260 E 280 E 300 E Distance (ft) 30 20 10 0
Approximate Depth (ft) 200 150 100 50 0
Two-Way Travel Time (ns)
Bedrock Utility Ground Surface Profile 645 300 E 320 E 340 E 360 E 380 E 400 E Distance (ft) 30 20 10 0
Approximate Depth (ft) 200 150 100 50 0
Two-Way Travel Time (ns)
Bedrock Utility Utility Ground Surface Profile 654 GPR Profile 8 GPRProfile 9 GPRProfile 645 GPRProfile654 Legend Excavation Wall Boundary Bedrock GPR Profile Location
3 Mystic Lane Malvern, PA19355 (610) 722-5500 (ph.)
(610) 722-0250 (fax)
February 28, 2006 Ref. No.: 06-133-1 Mr. David Winslow GZA GeoEnvironmental of New York, Inc Two Pennsylvania Plaza, 18th Floor New York, New York 10121
Subject:
Preliminary Geophysical Investigation Results Indian Point Nuclear Power Plant Site Buchanan, New York
Dear Mr. Winslow:
Advanced Geological Services (AGS) presents this preliminary letter report to GZA GeoEnvironmental (GZA) of New York, New York detailing the methods and preliminary results of a geophysical investigation conducted at the Indian Point Nuclear Power Plant Site in Buchanan, New York. The area of investigation included the transformer yard of Unit 2, ally way of Unit 2 and a portion of the road leading to the river. The objective of the survey was to identify utilities in this area and alert GZA of potential voids in this area. AGS understands that a large, heavy transformer will be transported through this survey area and it is important to know the locations of potential voids and utilities to avoid potential problems. The field activities for this investigation were completed by AGS on February 13th, 14th, 27th and 28th, 2006.
Methods To meet the objectives of the investigation, AGS used a combination of the radiofrequency (RF), electromagnetic (EM) and ground penetrating radar (GPR) methods. All identified subsurface features were marked on the ground surface with spay paint. GPR profiles were collected in a grid pattern with a spacing of 10 feet throughout the survey area, except for areas with significant surficial obstructions. GPR profiles were also collected over the utilities. EM data was collected in a grid pattern with a spacing of 2.5 by 5 feet.
Ground Penetrating Radar (GPR) Method The GPR method is based upon the transmission of repetitive, radio-frequency electromagnetic (EM) pulses into the subsurface. When the transmitted energy of down-
Mr. David Winslow GZA, Inc.
February 28, 2005 Page 2 going wave contacts an interface of dissimilar electrical character, part of the energy is returned to the surface in the form of a reflected signal. This reflected signal is detected by a receiving transducer and is displayed on the screen of the GPR unit as well as being recorded on the internal hard-drive. The received GPR response remains constant as long as the electrical contrast between media is present and constant. Lateral or vertical changes in the electrical properties of the subsurface result in equivalent changes in the GPR responses. The system records a continuous image of the subsurface by plotting two-way travel time of the reflected EM pulse versus distance traveled along the ground surface. Two-way travel time values are then converted to depth using soil velocity functions.
The GPR field procedures involved (1) instrument calibration, (2) test run completion, (3) production profile collection and recording, and (4) data storage for subsequent processing and analysis in the office. Each radar profile was examined for characteristic GPR signatures that may indicate the presence of buried targets. A Geophysical Survey System SIR System 2, a 200 megahertz (MHz) antenna and a 400 MHz antenna were used with a recording window of 185 nanoseconds (ns) to provide the required depth penetration and subsurface detail.
Radio Frequency (RF) Utility Locating Method A Radiodetection RD400/PDL2 multi-frequency RF utility locating system was used for this project. This instrument consists of a receiver/tracer and a remote transmitter, which operates at frequencies ranging between 8 kHz and 65 kHz. In addition, the receiver can be used in 60 Hz passive mode to identify active buried electrical lines.
This utility tracing instrument provides audible and visual feedback to the operator when a utility that is coupled with the transmitted signal is crossed. The transmitter produces a radio-frequency signal in the utility to be traced by either induction coupling or direct hook-up. The receiver output provides measured field strength of the received signal and varies an audible pitch depending upon how far the utility is from the receiver. By carefully adjusting the gain of the receiver it is possible to determine the location of the utility and to separate it from adjacent utilities. The direct hook-up, and passive tracing methods were used during this investigation.
Terrain Conductivity Electromagnetic (EM) Method The terrain conductivity electromagnetic (EM) method uses the principle of electromagnetic induction to measure the variability of terrain conductivity of
Mr. David Winslow GZA, Inc.
February 28, 2005 Page 3 subsurface materials. When significant contrasts in the electrical properties between non-indigenous materials and surrounding soil are present, it is commonly possible to accurately delineate fill and buried metals. Although historically frequency domain EM instruments were designed for mineral exploration and delineation of geologic features, more recent instruments, such as that used in this study, were designed for shallow exploration of man-made targets. The large EM response to metal makes this technique particularly well suited to identifying buried metal objects such as USTs or buried utilities, although it is equally sensitive to metal objects on the ground surface, as well as some naturally occurring geologic features.
A Geonics EM31 terrain conductivity EM instrument was used to collect frequency domain EM data. The EM31 operates in accordance with the theory of operation at low induction numbers. An alternating current is passed through the transmitter coil to induce eddy currents into the ground. These eddy currents generate a secondary magnetic field. A component of the induced magnetic field is detected by a receiver coil and measured by the instrument. The receiver measures the field strength of both the quadrature and the in-phase components. The quadrature response is displayed as the terrain conductivity response in units of milliSeimens per meter (mS/m). The in-phase response is displayed in units of parts per thousand (ppt) of the transmitted signal. Both measurements are recorded on the internal data logger along with location information.
The EM31 instrument has a maximum depth of investigation of approximately 18 feet below the ground surface.
Results A site map, containing the EM31 quadrature data, located utilities, potential voids, and existing site features is presented in Figure 1. We have designated grid-north to the bottom on the figure for reference purposes. AGS was informed that any utility lines that are less than 3 feet bgs may be adversely impacted by the movement of the transformer over these lines. We have provided both the utility line positions and the estimated depths to the utilities.
All potential areas of concern are located on Figure 1. Anomaly 1 is located above the storm sewer and the corner of the service water lines. It has GPR characteristics that suggest the presence of small openings or voids. The voids, however, do not appear to be significant and occur over a small area only. The void is probably related to the placement of bulk fill materials, and the subsequent washout of some of the fine-grained portion. AGS has included other potential areas of concern on the map, but
Mr. David Winslow GZA, Inc.
February 28, 2005 Page 4 again, these locations indicate only very small, insignificant voids.
The electric lines indicated on Figure 1 were located utilizing the RF and were not directly observed using the GPR method, so depth below ground surface is not known.
Electric lines were marked in the field with red spray paint, and are presented on the figure as dashed red lines.
A water line (W1) was detected near the southeastern corner of the survey area. It runs in an east-to-west orientation and appears to be less than 3 feet below the ground surface (bgs). Several unknown lines were detected and are presented on the figure.
Unknown lines U1, U2, U3, and U4 are located in the northeastern part of the survey area and all appear to be less than 3 feet below the ground surface.
The fire suppression water line (W2) was located using the RF, and was traced as far as possible until the signal was lost, so the exact location and trend of the W2 water line is unknown. Line W3 appears to be associated with the fire hydrant located at (17E, -4N),
however it could be associated with the main service water lines.
Closing All geophysical data and field notes collected as a part of this investigation will be archived at the AGS office. The data collection and interpretation methods used in this investigation are consistent with standard practices applied to similar geophysical investigations. The correlation of geophysical responses with probable subsurface features is based on the past results of similar surveys although it is possible that some variation could exist at this site. Due to the nature of geophysical data, no guarantees can be made or implied regarding the presence or absence of additional objects or targets beyond those identified.
If you have any questions regarding the results of this field investigation, please contact me at 610-722-5500. It was a pleasure working with you on this project and we look forward to being able to provide you with sub-surface imaging services in the future.
Mr. David Winslow GZA, Inc.
February 28, 2005 Page 5 Sincerely, Christopher Call M.S.
Project Geophysicist, AGS Peter Miller PhD Senior Geophysicist, AGS Encl.: Figure 1 - EM31 Contour Map with Site Features
GZA GeoEnvironmental of New York, Inc.
Indian Point Nuclear Power Plant Transformer Yard and ally way of Unit 2 Buchanan, New York Date: February 28, 2006 AGS
Reference:
06-133-1 cc Figure 1 EM31 Contour Map Site Features Potential void Survey
-100 E
-50 E 0 E 50 E 100 E 150 E 200 E 250 E
-0 N
-50 N
-100 N
-150 N
-200 N
-100
-50 0
50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 0
20 40 60 80 100 Notes (1) An EM31 by Geonics and a SIR System GPR unit by GSSI, with 200 and 400 MHz antennas were used for this survey. Data from these instruments was combined and correlated to locate and identify potential buried utilities.
(2) AGS identified areas with potential settling and possible voids, in the survey area. These areas are shown in the figure above.
(3) The depth of investigation for the EM unit was approximately 10 feet. The depths of investigation for the GPR unit varied between approximately 6 to 15 feet over the survey area depending on antenna frequency and substrate material.
(4) The field positions were not surveyed by a licensed surveyor and should be considered approximate.
(5) This is a preliminary figure and all locations should be considered as preliminary.
Legend:
Area of concern Electric line Storm Sewer Line Water Line Unknown Line Hydrant Water port Feet Storm sewer man hole Grid North Quadrature (mS/m)
Anomaly 1 A
A A
A A
A A
A A
A A
A U1 U2 U3 U4 MW 111 W1 W2 Dumpster W3 Service Water Lines
3 Mystic Lane Malvern, PA19355 (610) 722-5500 (ph.)
(610) 722-0250 (fax)
June 22, 2006 Ref. No.: 05-426-7 Mr. David Winslow GZA GeoEnvironmental of New York, Inc Two Pennsylvania Plaza, 18th Floor New York, New York 10121
Subject:
Geophysical Investigation Results Indian Point Nuclear Power Plant Site Buchanan, New York
Dear Mr. Winslow:
Advanced Geological Services (AGS) presents this letter report to GZA GeoEnvironmental (GZA) of New York, New York detailing the methods and results of a geophysical investigation conducted at the Indian Point Nuclear Power Plant Site in Buchanan, New York. The area of investigation was the concrete mounting pads for the transformers in the Unit 2 transformer yard. The objective of this survey was to identify the depth to bedrock underneath these concrete pads. During the Indian Point spring 2006 outage the previous transformers in the Unit 2 transformer yard were removed and replaced. During this installation process GPR data was collected on top of these concrete pads.
Methods AGS used the ground penetrating radar (GPR) method. GPR profiles were collected in a grid pattern with a spacing not exceeding approximately eight feet throughout the survey area. Data was collected as access to the survey area was allowed by the transformer installation foreman. Due to the limited access, the amount time required to complete the survey was increased. There were significant obstructions in the area that hindered the collection of long continuous GPR profiles in an evenly spaced rectangular grid. In two areas, the north eastern section of the survey area and in between the concrete pads, obstructions prevented the collection of any GPR profiles altogether. The field activities for this survey occurred on April 22, April 24 and April 26, 2006.
Ground Penetrating Radar (GPR) Method
Dr. David Winslow GZA, Inc.
June 22, 2006 Page 2 The GPR method is based upon the transmission of repetitive, radio-frequency electromagnetic (EM) pulses into the subsurface. When the transmitted energy of down-going wave contacts an interface of dissimilar electrical character, part of the energy is returned to the surface in the form of a reflected signal. This reflected signal is detected by a receiving transducer and is displayed on the screen of the GPR unit as well as being recorded on the internal hard-drive. The received GPR response remains constant as long as the electrical contrast between media is present and constant.
Lateral or vertical changes in the electrical properties of the subsurface result in equivalent changes in the GPR responses. The system records a continuous image of the subsurface by plotting two-way travel time of the reflected EM pulse versus distance traveled along the ground surface. Two-way travel time values are then converted to depth using soil velocity functions.
The GPR field procedures involved (1) instrument calibration, (2) test run completion, (3) production profile collection and recording, and (4) data storage for subsequent processing and analysis in the office. Each radar profile was examined for characteristic GPR signatures that may indicate the presence of buried targets. A Geophysical Survey System SIR System 2 and a 200 megahertz (MHz) antenna were used with a recording window of 170 nanoseconds (ns) to provide the required depth penetration and subsurface detail.
Results A site map, containing the approximate depth to bedrock and site features, is shown on Figure 1.
The approximate depth to bedrock ranged between 5 and 13 feet below ground surface (bgs). Bedrock depths should be considered approximate. Although the GPR data was collected over reinforced concrete slabs, the maximum GPR signal penetration was approximately 20 feet bgs.
Bedrock in the south western corner appears to be the shallowest in the survey area, while bedrock in eastern section of the survey area appears to be deeper (Figure 1).
Observations in this survey appear to correlate well with previous surveys in Unit 2s transformer yard.
Closing
Dr. David Winslow GZA, Inc.
June 22, 2006 Page 3 All geophysical data and field notes collected as a part of this investigation will be archived at the AGS office. The data collection and interpretation methods used in this investigation are consistent with standard practices applied to similar geophysical investigations. The correlation of geophysical responses with probable subsurface features is based on the past results of similar surveys although it is possible that some variation could exist at this site. Due to the nature of geophysical data, no guarantees can be made or implied regarding the presence or absence of additional objects or targets beyond those identified.
If you have any questions regarding the results of this field investigation, please contact me at 610-722-5500. It was a pleasure working with you on this project and we look forward to being able to provide you with sub-surface imaging services in the future.
Sincerely, Christopher Call M.S.
Project Geophysicist, AGS Encl.: Figure 1 - Depth to Bedrock Contour Map
-130 E
-120 E
-110 E
-100 E
-90 E
-80 E
-70 E
-60 E
-50 E
-40 E
-30 E
-20 E
-10 E 0 E 10 E
-130 E
-120 E
-110 E
-100 E
-90 E
-80 E
-70 E
-60 E
-50 E
-40 E
-30 E
-20 E
-10 E 0 E 10 E
-80 N
-70 N
-60 N
-50 N
-40 N
-30 N
-20 N
-10 N 0 N 10 N
-80 N
-70 N
-60 N
-50 N
-40 N
-30 N
-20 N
-10 N 0 N 10 N Building Transformer Pads 5
5.5 6
6.5 7
7.5 8
8.5 9
9.5 10 10.5 11 11.5 12 12.5 13 Approximate Depth (ft)
GZA GeoEnvironmental of New York, Inc.
Indian Point Nuclear Power Plant Underneath Unit 2 Transformer Mounts Buchanan, New York Date: June 21, 2006 AGS
Reference:
05-426-1 cc Figure 1 Depth to Bedrock Contour Map Site Features, and GPR Profile (1) A SIR2 GPR System by GSSI was used for this survey. GPR data was synthesized and correlated with the depths associated with previous GPR surveys located in the Unit 2 transformer yard at the Indian Point Nuclear Power Plant site to identify the depth and location to Bedrock underneath the current transformer mounts.
(2) GPR profiles were collected in a grid like pattern with a spacing ranging from five to ten feet, depending on obstructions present at the time of data collection. Depths taken from these GPR profiles are contoured on this figure.
(3) The maximum depth of the GPR signal penetration was approximately 20 feet. A time to depth conversion factor, obtained in a previous GPR survey in the transformer yard was used to obtain the approximate depths used in this report.
The values listed in this survey are depths to bedrock below ground surface and should be considered approximate.
(4) The field positions were not surveyed by a licensed surveyor and should be considered approximate.
Notes North 0
5 10 15 20 Scale 1 inch = 20 feet
3 Mystic Lane Malvern, PA19355 (610) 722-5500 (ph.)
(610) 722-0250 (fax)
September 29, 2006 Ref. No.: 06-245-1 Mr. Dave Winslow GZA Geoenvironmental, Inc.
440 9th Avenue, 18th Floor New York, New York 10121
Subject:
Geophysical Investigation Results Indian Point Power Plant Site Buchanan, New York
Dear Mr. Winslow:
Advanced Geological Services (AGS) presents this letter report to GZA Geoenvironmental, Inc.
(GZA), of New York, New York detailing the methods and results of a geophysical investigation conducted at the Indian Point Nuclear Power Plant Site. The facility is located in Buchanan, New York, along the Hudson River. Currently, GZA is completing an environmental assessment of the warehouse area near the Delta gate, and additional subsurface information was required to help understand the geometry of potential fluid pathways in the subsurface. The bedrock surface was a primary target since it is the most resistant layer in this area. AGS was informed that bedrock was partially excavated during construction of the warehouse and utility trenches. There were only two well descriptions available at the time of our survey that indicated the depth-to-bedrock. Values of 40 feet below ground surface (bgs) were observed in the northern part of the survey area, and values of 26 feet bgs were observed to the south of the warehouse. A second potential fluid pathway included buried utility line trenches below the warehouse area.
Site Description The survey area included the asphalt access ways and parking lots next to the warehouse and trailers, as shown in Figure 1. The topography was essentially flat and several man-made objects were present that affected our ability to collect meaningful geophysical data. Large metal dumpsters, parked vehicles, metal racks, and miscellaneous debris were present at various locations. There was no traffic in the warehouse area during our investigation, which helped the data collection effort. The total survey area covered in this investigation was approximately 200 feet by 450 feet. Geophysical data was acquired in the accessible areas of the site. The field activities for this investigation were completed on July 18-19, 2006.
Mr. Dave Winslow GZA Geoenvironmental, Inc.
Page 2 Objectives The objectives of the geophysical survey were to determine the depth to bedrock and to locate major buried utility lines, which may act as pathways for the movement of subsurface fluids.
The geophysical data was analyzed closely for these targets in accessible portions of the warehouse area. To meet the objectives of the investigation, AGS used the seismic refraction, electromagnetic conductivity (EM), and ground penetrating radar (GPR) methods.
Survey Grids AGS collected seven, in-line seismic refraction lines around the northern, western, and southern sides of the warehouse. The lines were 115 feet to 210 feet long and covered the full length of the accessible property on each side. Depending on the available space, AGS collected either one or two seismic spreads per line, as shown in Figure 1, and used the designation Line x, Spread y for each spread. GPR profiles were collected near the bedrock outcrop located along the eastern edge of the survey area, and in several additional areas. AGS collected EM31 data to the north of the warehouse, at 5-foot line and station intervals. All geophysical data was stored in the system hard drives in the field, and was downloaded and analyzed in the office.
Seismic Methods The seismic refraction geophysical method was used to provide the interface topography and velocity information along each profile line. The seismic refraction method is based upon the generation and propagation of an elastic wave into the subsurface. The progress of this wave is monitored by a series of co-linear, vibration-sensitive devices called geophones that are placed at the ground surface. The resulting seismic waveforms are recorded, measured and analyzed to determine the depth and velocities of geologic interfaces below the ground surface.
All seismic refraction data was acquired using a Geometrics R-24 engineering seismograph and 24 Sensor SM-15 14-Hz high output geophones. The seismic energy source was a sledge hammer and an iron strike plate. Geophones were spaced at 5-foot intervals to provide a seismic spread length of 115 feet. Five shot-points were recorded for each seismic spread. Two far offset shots were recorded at a distance of 10-30 feet from geophones 1 and 24, two shots were collected at geophones 1 and 24, and a center shot was collected between geophones 12 and 13.
AGS used a Generalized Simulated-Annealing Optimization method for the inversion of first arrival refraction times to generate the cross-sectional velocity contour maps of each seismic line.
This method allows the estimation of the depth to interfaces and compressional wave velocity below the line. The resulting seismic profiles provide a continuous, high-resolution, cross-sectional view of the interface surface, and the corresponding velocity profile along the interface surface. The velocity information can be used to infer various physical characteristics of the subsurface materials, such as lithology, relative density, presence of the water table, rippability,
Mr. Dave Winslow GZA Geoenvironmental, Inc.
Page 3 and others. Typically, media such as unconsolidated sediments exhibit a low seismic velocity (1,000 to 2,500 feet per second, fps), and consolidated media such as bedrock exhibit very high seismic velocities (7,000 to 20,000 fps). Intermediate velocities often exist in weathered zones or where mixed lithologies exist.
In addition, AGS collected REMI shear wave data at each location. Using this method, a series of 10-second recording windows are collected and all ambient noise is received and stored in the computer system. The processed data provides a single, shear-wave velocity profile for each seismic spread, as shown in the figures. This data is important in correlating depth-to-bedrock values, and may be helpful in approximating Poisson's Ratio or other elastic constants.
Ground Penetrating Radar (GPR) Method The ground -penetrating radar (GPR) method was used to provide subsurface imaging information throughout the area of investigation. The GPR method is based upon the transmission of repetitive, radio-frequency electromagnetic (EM) pulses into the subsurface.
When the transmitted energy of down-going wave contacts an interface of dissimilar electrical character, part of the energy is returned to the surface in the form of a reflected signal. This reflected signal is detected by a receiving transducer and is displayed on the screen of the GPR unit as well as being recorded on the internal hard-drive. The received GPR response remains constant as long as the electrical contrast between media is present and constant. Lateral or vertical changes in the electrical properties of the subsurface result in equivalent changes in the GPR responses. The system records a continuous image of the subsurface by plotting two-way travel time of the reflected EM pulse versus distance traveled along the ground surface.
Two-way travel time values are then converted to depth using known soil velocity functions.
The GPR field procedures involved (1) instrument calibration, (2) test run completion, (3) production profile collection and recording, and (4) data storage for subsequent processing and analysis in the office. Each radar profile was examined for characteristic GPR signatures that may indicate the presence of buried targets. A Geophysical Survey System SIR System 2 and a 200 megahertz (MHz) antenna were used with a recording window of 60 nanoseconds (ns) to provide the required depth penetration and subsurface detail.
Electromagnetic Methods The electromagnetic (EM) method uses the principle of electromagnetic induction to measure the variability of electrical conductivity of subsurface materials and the presence of buried metal objects. Significant contrasts in the electrical properties between non-indigenous materials and surrounding soil enable the delineation of buried waste materials, fill, bedrock features, and air spaces. The large EM response to metal makes this technique particularly well suited to identifying buried metal objects such as metallic wastes, USTs, buried drums, pipelines, reinforced building foundations, or other metal components of buried structures. It is, however, equally sensitive to metal objects on the ground surface, and it is important to take careful field notes that indicate the position of surface metal to avoid mis-interpretation.
Mr. Dave Winslow GZA Geoenvironmental, Inc.
Page 4 The EM-31 ground conductivity meter by Geonics was used to measure the presence of buried metal objects such as USTs, and to determine the electrical conductivity of the underlying soils.
The EM-31 is a one-man, portable system that induces a sinusoidal, 9.8 kilohertz (kHz) signal into the ground. The transmitted signal induces eddy currents into the subsurface materials, which, in turn, generate a secondary magnetic field that is measured by the receiver coil. Two measurements are recorded at each station point; the in-phase response, which is measured in parts per thousand (ppt), and the quadrature response, which is measured in milliSeimens per meter (mS/m). For the interpretation of high-conductivity targets such as USTs, the in-phase response is more discriminative. Lower contrast targets such as clay layers, contaminant plumes, and waste disposal areas are better indicated with the quadrature response. The EM data can be viewed in contour or profile format, or the data can be acquired in a scan mode.
Results AGS has included 23 figures with this report, including Figures 1 through 10 and several additional figures denoted as Figure 4A and Figure 4B, etc.. Figure 1 is a map view of the survey area showing the seismic line locations with respect to permanent structures, Figure 10 shows the results of the EM31 survey, and the remaining figures show the seismic refraction results.
Seismic Data The seismic data collected at the warehouse site provided good subsurface information to a depth of approximately 50 feet bgs. Within the sediment units, the seismic velocities increased somewhat uniformly with depth, as shown by the consistent spacing between contour lines. At the interpreted bedrock interface, the seismic velocities increased more abruptly, and the contour lines are more closely spaced. AGS observed that shallow (0-10 feet bgs) velocities within the sediments typically exhibited values within the 1500-2,400 feet per second (fps) range, sediments in the mid-depth range exhibited velocities of 2,400-4,000 fps, and the deeper sediments exhibited velocities of 4,000-6,500 fps.
AGS defined the bedrock interface by observing seismic velocities next to MW-48, which indicated that bedrock was located at 25 feet bgs, and on known seismic values typically used for bedrock materials. We used 7,000 fps to depict the bedrock interface at the warehouse site based on our seismic results. This velocity value represents a weathered bedrock material, rather than a solid, dense, indurated bedrock unit. It is apparent that at a depth of 25-feet, drilling refusal occurred, and/or an excessive number of blow counts were recorded, which stopped the drilling process. AGS has observed the phenomenon where bedrock depths from drilling are somewhat less (a few feet) than the seismic-derived depths because the seismic method tends to recognize the interface where the greatest change in density and velocity occur. This seismic depth may be a little different than the drilling refusal depth.
AGS noticed several characteristics of the bedrock beneath the site. First, the topography of the
Mr. Dave Winslow GZA Geoenvironmental, Inc.
Page 5 bedrock interface ranged from flat to highly variable over relatively short distances. There were a few locations where the bedrock interface disappeared and was located greater than 40-45 feet bgs. This occurred on Line 1 from stations -10 to 40, and on Line 5 from stations 12 to 30. AGS noted a pinnacled area where bedrock topography increased over a relatively short horizontal distance. This is observed on Line 1 near station 110, and to a lesser extent on Line 7 at station 165, where a higher velocity region was detected. Over most areas, the bedrock interface was more gradual and slightly undulating along the lines.
The data quality from Line 3 was not as good as the other lines due to noisy conditions at the time the data was collected. There is a very flat bedrock interface from stations 34 to 120 that is somewhat suspect due to the poor recording conditions.
The REMI seismic data, which provided a gross vertical profile of shear wave velocities below each seismic spread, agreed well with the refraction information. As expected, the velocity values are significantly lower than the compressional wave velocities obtained during the refraction survey. As stated, this data provided a check for the refraction data, and the information may be used in the future for estimating various eleastic modulii.
Electromagnetic Data Several buried pipelines were detected in the EM31 survey. Figure 10 shows the locations of these lines. Typically, the utility lines exhibited a linear geometry on the contour map, and an EM response (positive or negative) that was a function of the traverse direction and orientation of the utility. An EM traverse that is run perpendicular to a pipeline will exhibit a slight positive before the line, a strong negative directly over the line, and a slight positive off the other end of the pipe. These responses were found at several locations. If the pipeline runs parallel to the traverse direction, a moderate-to-strong positive responses is observed. The major pipelines appear as bold, dashed lines on the EM contour map. A few small electric lines were marked in the field, as well.
Data Quality The data quality for this project was good. Typically, the seismic, EM, and GPR responses correlated well with one another and the confidence level was good. It is important to note that some sites can be complicated in terms of past construction practices and miscellaneous activities. The interpretations presented in this report are based on observed geophysical responses, visual observations, and historical information.
Mr. Dave Winslow GZA Geoenvironmental, Inc.
Page 6 If you have any questions, please contact me 610-722-5500. It was a pleasure working with you on this project, and look forward to conducting geophysical investigations for you in the future.
Sincerely, Peter T. Miller Ph.D., P.G.
Senior Geophysicist, AGS Encl.: Figures 1: Site Map and Seismic Line Locations Figures 2 - 9: Seismic Profiles and Shear Wave Velocity Profiles Figure 10 - EM31 In Phase Map
SEISMIC LINE LOCATIONS 1
DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
0 50 Scale in Feet 100 150 (1" = 50')
-1 3 0
-12 0
-1 10
-1 00
-90
-8 0
-7 0
-6 0
-50
-40
-3 0
-2 0
-1 0 0
1 0 2 0 30 40 5 0 6 0 7 0 80
-1 3 0
-12 0
-1 10
-1 00
-90
-8 0
-7 0
-6 0
-50
-40
-3 0
-2 0
-1 0 0
1 0 2 0 30 40 5 0 6 0 7 0 80
-4 70
-4 60
-4 50
-4 40
-4 30
-4 20
-4 10
-4 00
-3 90
-3 80
-3 70
-3 60
-3 50
-3 40
-3 30
-3 20
-3 10
-3 00
-2 90
-2 80
-2 70
-2 60
-2 50
-2 40
-2 30
-2 20
-2 10
-2 00
-1 90
-1 80
-1 70
-1 60
-1 50
-1 40
-1 30
-1 20
-1 10
-1 00
-90
-80
-70
-60
-50
-40
-30
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-10 0
10 20 30 40 50 60 70 80 90 1 00 1 10
-4 7 0
-4 6 0
-4 5 0
-4 4 0
-4 3 0
-4 2 0
-4 1 0
-4 0 0
-3 9 0
-3 8 0
-3 7 0
-3 6 0
-3 5 0
-3 4 0
-3 3 0
-3 2 0
-3 1 0
-3 0 0
-2 9 0
-2 8 0
-2 7 0
-2 6 0
-2 5 0
-2 4 0
-2 3 0
-2 2 0
-2 1 0
-2 0 0
-1 9 0
-1 8 0
-1 7 0
-1 6 0
-1 5 0
-1 4 0
-1 3 0
-1 2 0
-1 1 0
-1 0 0
-9 0
-8 0
-7 0
-6 0
-5 0
-4 0
-3 0
-2 0
-1 0 0
10 20 30 40 50 60 70 80 90 10 0 11 0 Building De bris Warehouse M a n H o l e Building Line 7 Sprd 1 GP1 Line 7 Sprd 1 GP24 Line 7 Sprd 2 GP1 Line 7 Sprd 2 GP24 Line 1 Sprd 1 GP1 Line 1 Sprd 1 GP24 Line 1 Sprd 2 GP1 Line 4a Sprd 2 GP24 Line 3 Sprd 1 GP24 Line 1 Sprd 2 GP24 Line 6 Sprd 1 GP1 Line 4a Sprd 2 GP1 Line 3 Sprd 2 GP24 Line 4a Sprd 1 GP24 Line 3 Sprd 1 GP1 Line 5 Sprd 1 GP24 Line 6 Sprd 1 GP24 Line 3 Sprd 2 GP1 Line 2 Sprd 1 GP1 Line 4a Sprd 1 GP1 Line 2 Sprd 2 GP1 Line 2 Sprd 1 GP24 Line 2 Sprd 2 GP24 Line 4 Sprd 1 GP24 Line 4 Sprd 1 GP1 MW 48 Line 4, Spread 1 MW 48 Bedroc k @ 25 f t.
Line 2, Spread 2 Line 2, Spread 1 Line 7, Spread 1 Li ne 7, Spread 2 Line 1, Spread 1 Line 1, Spread 2 Lin e 4 a, Spre ad 2 Lin e 4a, Spre ad 1 Line 5, S pread 1 Line 3, Sp read 2 Line 3, Sprea d 1 Line 5, Spr ead 1 N
Discharge Canal Line 5 Sprd 1 GP1 Be drock O utcro p
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 500 ft/s SEISMIC PROFILE - LINE 1 2
SEISMIC REFRACTION PROFILE - LINE 1 DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006
-40
-30
-20
-10 0
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 Position (feet)
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Depth (feet)
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-10 0
Depth (feet) 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 6250 6500 6750 7000 7250 7500 7750 8000 8250 8500 0
25 Scale in Feet 50 75 (1" = 25')
Ground Surface NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
Approximate Bedrock Interface Sediments Sediments Bedrock Bedrock
S1 - SHEAR WAVE VELOCITY PROFILE 2A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Shear Wave Velocity (feet/second)
-60
-50
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-10 0
DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 LINE 1 SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
S1 - SHEAR WAVE VELOCITY PROFILE 2B 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 Shear Wave Velocity (feet/second)
-60
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-10 0
DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 LINE 1 SPREAD 2 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 500 ft/s SEISMIC PROFILE - LINE 2 3
SEISMIC REFRACTION PROFILE - LINE 2 DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 0
25 Scale in Feet 50 75 (1" = 25')
1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 6250 6500 6750 7000 7250 7500 7750 8000 8250 8500 Ground Surface NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
-40
-30
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-10 0
10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 Position feet)
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Depth (feet)
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-10 0
Depth (feet)
Sediments Sediments Bedrock Approximate Bedrock Interface Bedrock
SHEAR WAVE VELOCITY PROFILE 3A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 2 SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SHEAR WAVE VELOCITY PROFILE 3B 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
-60
-50
-40
-30
-20
-10 0
DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 2 SPREAD 2 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 500 ft/s SEISMIC PROFILE - LINE 3 4
SEISMIC REFRACTION PROFILE - LINE 3 DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 0
25 Scale in Feet 50 75 (1" = 25')
1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 6250 6500 6750 7000 7250 7500 7750 8000 8250 8500 Ground Surface NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
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Depth (feet)
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Depth (feet)
Sediments Approximate Bedrock Interface Bedrock Sediments Bedrock Bedrock (GPR)
SHEAR WAVE VELOCITY PROFILE 4A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 3 SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SHEAR WAVE VELOCITY PROFILE 4B 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 3 SPREAD 2 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 500 ft/s SEISMIC PROFILE - LINE 4a 5
SEISMIC REFRACTION PROFILE - LINE 4a DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 0
25 Scale in Feet 50 75 (1" = 25')
1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 6250 6500 6750 7000 7250 7500 7750 8000 8250 8500 NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
-40
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10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Position (feet)
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Depth (feet)
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Depth (feet)
Approximate Bedrock Interface Sediments Bedrock Ground Surface Bedrock Sediments
SHEAR WAVE VELOCITY PROFILE 5A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
-60
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 4a SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SHEAR WAVE VELOCITY PROFILE 5B 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
-60
-50
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 4a SPREAD 2 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 500 ft/s SEISMIC PROFILE - LINE 4 6
DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 0
25 Scale in Feet 50 75 (1" = 25')
NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
SEISMIC REFRACTION PROFILE - LINE 4 Ground Surface
-20 0
20 40 60 80 100 1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 6250 6500 6750 7000 7250 7500 7750 8000 8250 8500
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10 20 30 40 50 60 70 80 90 100 110 Position (feet)
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Depth (feet)
Bedrock Sediments Approximate Bedrock Interface
SHEAR WAVE VELOCITY PROFILE 6A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 4 SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 500 ft/s SEISMIC PROFILE - LINE 5 7
SEISMIC REFRACTION PROFILE - LINE 5 DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 0
25 Scale in Feet 50 75 (1" = 25')
1000 1250 1500 1750 2000 2250 2500 2750 3000 3250 3500 3750 4000 4250 4500 4750 5000 5250 5500 5750 6000 6250 6500 6750 7000 7250 7500 7750 8000 8250 8500 Ground Surface NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
-20 0
20 40 60 80 100 120 140 Position (feet)
-40
-30
-20
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Depth (feet)
-40
-30
-20
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Depth (feet)
Approximate Bedrock Interface Sediments Bedrock
SHEAR WAVE VELOCITY PROFILE 7A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
-60
-50
-40
-30
-20
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 5 SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 300 ft/s SEISMIC PROFILE - LINE 6 8
SEISMIC REFRACTION PROFILE - LINE 6 DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 0
25 Scale in Feet 50 75 (1" = 25')
1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000 4300 4600 4900 5200 5500 5800 6100 6400 6700 7000 7300 7600 7900 8200 8500 8800 9100 9400 9700 10000 Ground Surface NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
Bedrock 0
10 20 30 40 50 60 70 80 90 100 110 120 130 140
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Sediments Approximate Bedrock Interface Bedrock Poor Data
SHEAR WAVE VELOCITY PROFILE 8A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
-60
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 6 SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
SEISMIC VELOCITY, Vp (feet/second)
Contour Interval = 300 ft/s SEISMIC PROFILE - LINE 7 9
SEISMIC REFRACTION PROFILE - LINE 7 DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 0
25 Scale in Feet 50 75 (1" = 25')
1000 1300 1600 1900 2200 2500 2800 3100 3400 3700 4000 4300 4600 4900 5200 5500 5800 6100 6400 6700 7000 7300 7600 7900 8200 8500 8800 9100 9400 9700 10000 Ground Surface
-40
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10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 Position (feet)
-50
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Depth (feet)
-50
-40
-30
-20
-10 0
Depth (feet)
NOTES:
- 1) Data were acquired with a 24 Channel DAQ Link II Seismograph coupled with 10 Hz geophones at 5 feet intervals. Data collection involved performing five shotpoints per line.
- 2) Surface elevations are approximate.
- 3) Data were processed with SeisOpt@2D refraction interpretation software by Optim, Inc. Due to the limitations inherent to the seismic refraction method the velocity cross-section, although very detailed, should be considered an approximation of subsurface conditions.
Approximate Bedrock Interface Sediments Bedrock Bedrock Sediments
SHEAR WAVE VELOCITY PROFILE 9A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
-60
-50
-40
-30
-20
-10 0
DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 7 SPREAD 1 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
EM31 IN PHASE MAP 10 DRAWN BY: P. MILLER APPROVED BY: P. MILLER ADVANCED GEOLOGICAL SERVICES, INC.
CLIENT: GZA GEOENVIRONMENTAL, INC.
LOCATION: BUCHANAN, NEW YORK PROJECT #:
DATE:
WAREHOUSE AREA FIGURE 06-245-1 SEPTEMBER 20, 2006 NOTES:
- 1) Data were acquired with an EM31 electromagnetic instrument by Geonics, Inc.
The in phase (metals) responses are presented in this figure. Data was collected in a 5-foot by 5-foot grid.
- 2) Several buried pipelines were detected in the survey area. They are shown as bold, dashed lines on the map. AGS marked out some of these lines in the field, as well as a few additional electrical lines.
- 3) The survey grid was not established using a licenced surveyor and the exact positions should be considered approximate.
- 4) Data were processed with the Surfer data contouring software package.
The kriggiing contour procedure was used to generate the map.
0 50 Scale in Feet 100 150 (1" = 50')
Bu ilding B uilding Debris
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2 4
6 8
10 12 14 16 18 20 22 24 Warehouse MW48 MW48Bedrock @ 25 ft.
-1 3 0
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1 0 2 0 3 0 40 5 0 6 0 7 0 80
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1 0 2 0 3 0 40 5 0 6 0 7 0 80
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10 20 30 40 50 60 70 80 90 1 00 1 10
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-2 2 0
-2 1 0
-2 0 0
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1 0 2 0 3 0 4 0 5 0 6 0 7 0 8 0 9 0 1 0 0 1 1 0 Building Building De bris Be dro ck Out crop Warehouse Containers Dumpsters Misc. Metal Objects Grate Man Hole Grate Misc. Metal Objects In Phase (ppt)
SHEAR WAVE VELOCITY PROFILE 10A 0
500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 Shear Wave Velocity (feet/second)
-60
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DEPTH (feet) 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 5500 6000 LINE 7 SPREAD 2 INDIAN POINT POWER PLANT BUCHANAN, NEW YORK GZA GEOENVIRONMENTAL ADVANCED GEOLOGICAL SERVICES, INC.
P. MILLER FIGURE LOCATION:
CLIENT:
PROJECT #:
DATE:
DRAWN BY: P. MILLER DATE:
06-245-1 SEPTEMBER 20, 2006 ReMi RESULTS
APPENDIX P - OUL PROCEDURES AND CRITERIA
PROCEDURES AND CRITERIA ANALYSIS OF FLUORESCEIN, EOSINE, RHODAMINE WT, SULFORHODAMINE B, AND PYRANINE DYES IN WATER AND CHARCOAL SAMPLERS March 21, 2005 Thomas Aley, PHG 179 President Ozark Underground Laboratory, Inc.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria f:\\docs\\oul\\pro&cri5.doc Revised: 3/25/05 1:18 PM PROCEDURES Introduction This document describes standard procedures and criteria currently in use at the Ozark Underground Laboratory as of the date shown on the title page. Some samples may be subjected to different procedures and criteria because of unique conditions; such non-standard procedures and criteria are identified in reports for those samples. Standard procedures and criteria change as knowledge and experience increases and as equipment is improved or up-graded. The Ozark Underground Laboratory maintains a summary of changes in standard procedures and criteria.
Dye Nomenclature Fluorescein is C.I. Acid yellow 73, Color Index Number 45350. Rhodamine WT is Acid Red 388; there is no assigned Color Index Number for this dye. Eosine (sometimes called eosin) is Acid Red 87, Color Index Number 45380. Sulforhodamine B is C.I. Acid Red 52, Color Index Number 45100. Pyranine is Solvent Green 7 (also called D&C Green 8), Color Index Number 59040.
Description of the Samplers The charcoal samplers are packets of fiberglass screening partially filled with approximately 4.25 grams of activated coconut charcoal. The charcoal used by the Ozark Underground Laboratory is Barnebey and Sutcliffe coconut shell carbon, 6 to 12 mesh, catalog type AC.
The most commonly used samplers are about 4 inches long by two inches wide. A cigar-shaped sampler is made for use in very small diameter wells (such as 1 inch diameter wells); this is a special order item and should be specifically requested when it is needed. All of the samplers are closed by heat sealing.
Placement of Samplers Samplers (also called charcoal packets) are placed so as to be exposed to as much water as possible. In springs and streams they are typically attached to a rock or other anchor in a riffle area. Attachment of the packets often uses plastic tie wires. In swifter water galvanized wire (such as electric fence wire) is often used. Other types of anchoring wire can be used.
Electrical wire with plastic insulation is also good. Packets are attached so that they extend outward from the anchor rather than being flat against it. Two or more separately anchored packets are typically used for sampling springs and streams. The use of fewer packets is discouraged except when the spring or stream is so small that there is not appropriate space for placing multiple packets.
When pumping wells are being sampled, the samplers are placed in sample holders made of PVC pipe fittings. Brass hose fittings are installed at the end of the sample holders so that the sample holders can be installed on outside hose bibs and water which has run through the
Ozark Underground Dye Analysis Laboratory Procedures and Criteria f:\\docs\\oul\\pro&cri5.doc Revised: 3/25/05 1:18 PM samplers can be directed to waste through a connected garden hose. The samplers can be unscrewed in the middle so that charcoal packets can be changed. The middle portions of the samplers consists of 1.5 inch diameter pipe and pipe fittings.
Charcoal packets can also be lowered into monitoring wells for sampling purposes. In general, if the well is screened, samplers should be placed approximately in the middle of the screened interval. Some sort of weight should be added near the charcoal packet to insure that it will not float. The weight should be of such a nature that it will not affect water quality. One common approach is to anchor the packets with a plastic cable tie to the top of a dedicated weighted disposable bailer. We typically run nylon cord from the top of the well to the charcoal packet and its weight. Nylon fishing line should not be used since it can be readily cut by a sharp projection in the well.
In some cases, especially with narrow wells and appreciable well depths, the weighted disposable bailers sink very slowly or may even fail to sink because of friction and floating of the anchoring cord. In such cases a stainless steel weight may be added to the top of the disposable bailer. We have had good success with two to three ounce segments of stainless steel pipe which have an outside diameter of 1.315 inches and an inside diameter of 1.049 inches; such pipe weighs about 1.7 pounds per linear foot. The weight of the stainless steel is approximately 497 pounds per cubic foot. The pipe segments can be attached over the anchoring cord at the top of the bailer. All weights should be cleaned prior to use; the cleaning approach should comply with decontamination procedures in use at the project site.
Placement of samplers requires adjustment to field conditions. The above placement comments are intended as guidance, not firm requirements.
Rinsing of Charcoal Packets Prior to Sampling Charcoal packets routinely contain some fine powder that washes off rapidly when they are placed in water. Since such material could remain in monitoring wells, charcoal packets to be placed in such wells are triple rinsed with distilled, demineralized, or reagent water known to be free of tracer dyes. This rinsing is typically done by soaking. With this approach, approximately 25 packets are placed in one gallon of water and soaked for at least 10 minutes.
The packets are then removed from the water and excess water is shaken off the packets. The packets are then placed in a second gallon of water and again soaked for at least 10 minutes.
After this soaking they are removed from the water and excess water is shaken off the packets.
The packets are then placed in a third gallon of water and the procedure is again repeated.
Rinsed packets are placed in plastic bags and are placed at sampling stations within three days.
Packets can also be rinsed in jets of water for about one minute; this requires more water and is typically difficult to do in the field with water known to be free of tracer dyes.
Collection and Replacement of Samplers Samplers are routinely collected and replaced from each of the sampling stations. The frequency of sampler collection and replacement is determined by the nature of the study.
Collections at one week intervals are common, but shorter or longer collection frequencies are acceptable and sometimes more appropriate. Shorter sampling frequencies are often used in
Ozark Underground Dye Analysis Laboratory Procedures and Criteria f:\\docs\\oul\\pro&cri5.doc Revised: 3/25/05 1:18 PM the early phases of a study to better characterize time of travel. As an illustration, we often collect and change charcoal packets 1, 2, 4, and 7 days after dye injection. Subsequent sampling is then weekly.
Where convenient, the collected samplers should be briefly rinsed in the water being sampled. This is typically not necessary with well samples. The packets are shaken to remove excess water. Next, the packet (or packets) are placed in a plastic bag (Whirl-Pak bags are ideal). The bag is labeled on the outside with a permanent type felt marker pen. Use only pens that have black ink; colored inks may contain fluorescent dyes. The notations include station name or number and the date and time of collection. Labels are not inserted inside the sample bags.
For most projects the Ozark Underground Laboratory supplies the Whirl-Pak bags.
Prior to use, 1% of the new bags are randomly selected. Each bag is soaked in the standard eluting solution and then analyzed for the presence of any of the tracer dyes being used.
Collected samplers are kept in the dark to minimize algal growth on the charcoal prior to analysis work. We prefer (and in some studies require) that samples be placed on "blue ice" or ice upon collection and that they be shipped refrigerated with "blue ice" by overnight express.
Do not ship samplers packed in ice since this can create a potential for cross contamination when the ice melts. Our experience indicates that it is not essential for samplers to be maintained under refrigeration, yet maintaining them under refrigeration clearly minimizes some potential problems. A product known as "green ice" should not be used for maintaining the samples in a refrigerated condition since this product contains a dye which could contaminate samples if the "green ice" container were to break or leak.
New charcoal samplers are routinely placed when used charcoal packets are collected.
The last set of samplers placed at a stream or spring is commonly not collected.
Water samples are often collected. They should be collected in either glass or plastic; the Ozark Underground Laboratory routinely uses 50 ml research grade polypropylene copolymer Perfector Scientific vials (Catalog Number 2650) for such water samples. The vials should be placed in the dark and refrigerated immediately after collection. They should be refrigerated until shipment. For most projects the Ozark Underground Laboratory supplies the vials. Prior to use, 1% of the new vials are randomly selected. Each vial is soaked in the standard eluting solution and then analyzed for the presence of any of the tracer dyes being used.
When water or charcoal samplers are collected for shipment to the Ozark Underground Laboratory they should be shipped promptly. We receive good overnight and second day air service from both UPS and Fed Ex; Airborne Service is excessively slow, and the Postal Service does not provide next day service to us.
Each shipment of charcoal samplers or water samples must be accompanied by a sample tracking sheet. These sheets (which bear the title "Samples for Fluorescence Analysis") are provided by the Ozark Underground Laboratory and summarize placement and collection data.
These sheets can be augmented by a client's chain of custody forms or any other relevant documentation. Figure 1 is one of our blank sample forms.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria f:\\docs\\oul\\pro&cri5.doc Revised: 3/25/05 1:18 PM Receipt of Samplers Samplers shipped to the Ozark Underground Laboratory are refrigerated upon receipt.
Prior to cleaning and analysis, samplers are assigned a laboratory identification number. All samples are logged in upon receipt.
It sometimes occurs that there are discrepancies between the chain-of-custody sheets and the actual samples received. When this occurs, a "Discrepancy Sheet" form is completed and sent to the shipper of the sample for resolution. A copy of this form is enclosed as Figure 2.
The purpose of the form is to help resolve discrepancies, even when they may be minor.
Cleaning of Samplers Samplers are cleaned by spraying them with jets of clean water. At the Laboratory we use unchlorinated water for the cleansing to minimize dye deterioration. Effective cleansing cannot generally be accomplished simply by washing in a conventional laboratory sink even if the sink is equipped with a spray unit.
The duration of packet washing depends upon the condition of the sampler. Very clean samplers may require less than a minute of washing; dirtier samplers may require several minutes of washing.
After washing, the packets are shaken to remove excess water. Next, the packets are cut open and the charcoal is emptied into a new disposable plastic beaker. The beaker has been pre-labeled with the laboratory identification number. The charcoal is now ready for elution. The emptied fiberglass screen packet is discarded. At stations where two or more charcoal packets are collected, one is selected for analysis and the other is frozen and retained until the end of the study. In some studies the analysis protocol stipulates that a fixed percentage (often 5%) of the samples should be duplicates; in these cases the second charcoal packet is separately analyzed. Note that these are duplicate samples, not replicate samples since each packet is, of necessity, placed in a somewhat different location and is therefore exposed to somewhat different conditions.
Cleaning of Glassware Most of our work uses disposable plastic containers. A small amount of glassware is occasionally used for preparation of standards. It is dedicated to this use. In the event that any glassware does come in contact with tracer dyes it will be carefully cleaned before re-use. To do this cleaning, containers are rinsed several times in clean water. Glassware that may be contaminated with dyes is washed with detergent, and then again rinsed. Next, the glassware is soaked for one hour or more in a bleach and water solution. Upon removal from this soaking, the glassware is rinsed again and allowed to air dry.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria f:\\docs\\oul\\pro&cri5.doc Figure 1. Sample Collection Data Sheet OZARK UNDERGROUND LABORATORY, INC.
1572 Aley Lane Protem, MO 65733 (417) 785-4289 fax (417) 785-4290 email: oul@tri-lakes.net SAMPLE COLLECTION DATA SHEET for FLUORESCENCE ANALYSIS Project:__________________________________________________________________________Week No:___________ Samples Collected By:______________________________________________________
Samples Shipped By:___________________________________________________________Samples Received By:______________________________________________________________________________
Date Samples Shipped:____/____/____
Date Samples Received:____/____/____ Time Samples Received:_____:_____
Return Cooler? Yes_____________No______________
Bill to:_____________________________________________________________________________Send Results to: ___________________________________________________________________________
Analyze for: Fluorescein_____Eosine_____Rhodamine WT_____Other_______________Ship cooler to: _______________________________________________________________________________________
OUL use only Please indicate stations where dye was visible in the field for field technician use - use black ink only OUL use only CHAR LAB NUMBER STATION NUMBER STATION NAME PLACED COLLECTED WATER RECD 1-4 Numbers DATE TIME DATE TIME REC'D COMMENTS:_________________________________________________________________________________________________________________________________________________________________
This sheet filled out by OUL staff? Yes__________________No__________________Charts for samples on this page proofed by OUL:_______________________________________________________________
Page ________ of ________
Ozark Underground Dye Analysis Laboratory Procedures and Criteria f:\\docs\\oul\\pro&cri5.doc Figure 2. Discrepancy Sheet OZARK UNDERGROUND LABORATORY, INC.
DISCREPANCIES BETWEEN CHAIN-OF-CUSTODY SHEETS AND ACTUAL SAMPLES RECEIVED Page ______ of ______
Company & Project Name: Date Rec'd by OUL: Wk # _____________
Lab #
Sta #
Station Name Date Pulled Problem Solution Comments:
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Elution of the Charcoal There are various eluting solutions that can be used for the recovery of tracer dyes. The solutions typically include an alcohol, some water, and a strong basic solution such as aqueous ammonia.
The standard elution solution now used at the Ozark Underground Laboratory is a mixture of 5% aqua ammonia and 95% isopropyl alcohol solution and sufficient potassium hydroxide flakes to saturate the solution. The isopropyl alcohol is 70% alcohol and 30% water.
The aqua ammonia solution is 29% ammonia. The potassium hydroxide is added until a super-saturated layer is visible in the bottom of the container. This super-saturated layer is not used for elution. Preparation of eluting solutions uses dedicated glassware which is never used in contact with dyes or dye solutions.
The eluting solution we use will elute fluorescein, eosine, rhodamine WT, sulforhodamine B, and pyranine dyes. It is also suitable for separating fluorescein peaks from peaks of some naturally present materials found in some samplers.
Fifteen ml of the eluting solution is poured over the washed charcoal in a disposable sample beaker. The sample beaker is capped. The sample is allowed to stand for 60 minutes.
After this time, the liquid is carefully poured off the charcoal into a new disposable beaker which has been appropriately labeled with the laboratory identification number. A few grains of charcoal may inadvertently pass into the second beaker; no attempt is made to remove these from the second sample beaker. After the pouring, a small amount of the elutant will remain in the initial sample beaker. After the transfer of the elutant to the second sample beaker, the contents of the first sample beaker (the eluted charcoal) are discarded.
Analysis on the Shimadzu RF-5000U or RF-5301 The Laboratory uses two Shimadzu spectrofluorophotometers. One is a model RF-5000U, and the other is a model RF-5301. Both of these instruments are capable of synchronous scanning. The RF-5301 is the primary instrument used; the RF-5000U is primarily used as a back-up instrument except for tracing studies which were begun using this instrument.
The OUL also owns a Shimadzu RF-540 spectrofluorometer which is occasionally used for special purposes.
A sample of the elutant is withdrawn from the sample container using a disposable polyethylene pipette. Approximately 3 ml of the elutant is then placed in disposable rectangular polystyrene cuvette. The cuvette has a maximum capacity of 3.5 ml. The cuvette is designed for fluorometric analysis; all four sides and the bottom are clear. The spectral range of the cuvettes is 340 to 800 nm. The pipettes and cuvettes are discarded after one use.
The cuvette is then placed in the RF-5000U or the RF-5301. Both instruments are controlled by a programmable computer. Each instrument is capable of conducting substantial data analysis.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Our instruments are operated and maintained in accordance with the manufacturer's recommendations. On-site installation of the instruments and a training session on the use of spectrofluorophotometers was provided by Delta Instrument Company.
Our typical analysis of an elutant sample where fluorescein, eosine, rhodamine WT, or sulforhodamine B dyes may be present includes synchronous scanning of excitation and emission spectra with a 17 nm separation between excitation and emission wavelengths. For these dyes, the excitation scan is from 443 to 613 nm; the emission scan is from 460 to 630 nm.
The emission fluorescence from the scan is plotted on a graph. The typical scan speed setting is "very fast" on the RF-5000U; it is fast on the RF-5301. The typical sensitivity setting used on both instruments is "high."
Our typical analysis of an elutant sample where pyranine dye may be present includes a synchronous scanning of excitation and emission spectra with a 35 nm separation between excitation and emission wavelengths. For this dye, the excitation scan is from 360 to 600 nm; the emission scan is from 395 to 635 nm. The emission fluorescence from the scan is plotted on a graph. The typical scan speed setting is "very fast" on the RF-5000U; it is fast on the RF-5301. The typical sensitivity setting on both instruments is "high."
Excitation and emission slit width settings vary between the two instruments. The widths vary with the dyes for which we are sampling and for the matrix in which the dyes may be present. Excitation and emission slit width settings are summarized in Table 1.
Table 1. Excitation and emission slit width settings routinely used for dye analysis.
Units are nanometers (nm)
Parameter RF5000U RF5301 Excitation slit for Eos, Fl, RWT, and SRB in elutant 5
3 Emission slit for Eos, Fl, RWT, and SRB in elutant 3
1.5 Excitation slit for Eos, Fl, RWT, and SRB in water 5
5 Emission slit for Eos, Fl, RWT, and SRB in water 10 3
Excitation slit for Pyranine in elutant 5
5 Emission slit for Pyranine in elutant 3
3 Excitation slit for Pyranine in pH adjusted water 5
5 Emission slit for Pyranine in pH adjusted water 3
3 Eos = Eosine. Fl = Fluorescein. RWT = Rhodamine WT. SRB = Sulforhodamine B.
The instrument produces a plot of the synchronous scan for each sample; the plot shows emission fluorescence only. The synchronous scans are subjected to computer peak picks; peaks are picked to the nearest 0.1 nm. All samples run on the RF-5000U and RF-5301 are
Ozark Underground Dye Analysis Laboratory Procedures and Criteria stored on disk and printed on normal typing paper with a laser printer; sample information is printed on the chart.
All samples analyzed are recorded in a bound journal.
Quantification We calculate the magnitude of fluorescence peaks for fluorescein, eosine, rhodamine WT, sulforhodamine B, and pyranine dyes. Dye quantities are expressed in microgram per liter (parts per billion; ppb). On the RF-5000U and RF-5301 the dye concentrations are calculated by separating fluorescence peaks due to dyes from background fluorescence on the charts, and then calculating the area within the fluorescence peak. This area is proportional to areas obtained from standard solutions.
Where there are multiple fluorescence peaks it is sometimes necessary to calculate dye concentrations based upon the height of the fluorescence peak rather that the area. The heights of the peaks are also proportional to dye concentrations.
We run dye concentration standards each day the machine is used. Ten separate standards are used; the standard or standards appropriate for the analysis work being conducted are selected. All standards are based upon the as-sold weights of the dyes. The standards are as follows:
- 1) 10 ppb fluorescein and 100 ppb rhodamine WT in well water from the Jefferson City-Cotter Formation
- 2) 10 ppb eosine in well water from the Jefferson City-Cotter Formation
- 3) 100 ppb sulforhodamine B in well water from the Jefferson City-Cotter Formation.
- 4) 10 ppb pyranine in well water from the Jefferson City-Cotter Formation. A sample of the standard is placed for at least two hours in a high ammonia atmosphere to adjust the pH to a value of 9.5 or greater.
- 5) 10 ppb fluorescein and 100 ppb rhodamine WT in elutant.
- 6) 10 ppb eosine in elutant.
- 7) 100 ppb sulforhodamine B in elutant.
- 8) 10 ppb pyranine in elutant.
Preparation of Standards Dye standards are prepared as follows:
Step 1.
A small sample of the as-sold dye is placed in a pre-weighed sample vial and the vial is again weighed to determine the weight of the dye. We attempt to use a sample weighing between 1 and 5 grams. This sample is then diluted with well water to make a 1% dye solution by weight (based upon the as-sold weight of the dye). The resulting dye solution is allowed to sit for at least four hours to insure that all dye is fully dissolved.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Step 2.
One part of each dye solution from Step 1 is placed in a mixing container with 99 parts of well water. Separate mixtures are made for fluorescein, rhodamine WT, eosine, sulforhodamine B, and pyranine. The resulting solutions contain 100 mg/l dye (100 parts per million dye). The typical prepared volume of this mixture is appropriate for the sample bottles being used; we commonly prepare about 50 ml. of the Step 2 solutions. The dye solution from Step 1 that is used in making the Step 2 solution is withdrawn with a digital Finnpipette which is capable of measuring volumes between 0.200 and 1.000 ml at intervals of 0.005 ml. The calibration certificate with this instrument indicates that the accuracy (in percent) is as follows:
At 0.200 ml, 0.90%
At 0.300 ml, 0.28%
At 1.000 ml, 0.30%
The Step 2 solution is called the long term standard. Ozark Underground Laboratory experience indicates that Step 2 solutions, if kept refrigerated, will not deteriorate appreciably over periods of less than a year. Furthermore, these Step 2 solutions may last substantially longer than one year.
Step 3.
A series of intermediate-term dye solutions are made. Approximately 45 ml.
of each intermediate-term dye solution is made. All volume measurements of less than 5 ml are made with a digital Finnpipette. (see description in Step 2). All other volume measurements are made with Rheinland Kohn Geprufte Sicherheit 50 ml. capacity pump dispenser which will pump within plus or minus 1% of the set value. The following solutions are made; all concentrations are based on the as-sold weight of the dyes:
1)
A solution containing 1 ppm fluorescein dye and 10 ppm rhodamine WT dye.
2)
A solution containing 1 ppm eosine.
3)
A solution containing 10 ppm sulforhodamine B dye.
4)
A solution containing 1 ppm pyranine.
Step 4.
A series of eight short-term dye standards are made from solutions in Step 3.
These standards were identified earlier in this section. In the experience of the Ozark Underground Laboratory these standards have a useful shelf life in excess of one week.
However, in practice, they are kept under refrigeration and new standards are made weekly.
Dilution of Samples Samples with peaks that have arbitrary fluorescence unit values of 500 or more are diluted a hundred fold to ensure accurate quantification.
Some water samples have high turbidity or color which interferes with accurate detection and measurement of dye concentrations. It is often possible to dilute these samples and then measure the dye concentration in the diluted sample.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria The typical dilution is 100 fold. One part of the test sample is combined with 99 parts of water (if the test sample is water) or with 99 parts of the standard elutant (if the test sample is elutant). Typically, 0.300 ml of the test solution is combined with 29.700 ml of water (or elutant as appropriate) to yield a new test solution. All volume measurements of less than 5 ml are made with a digital Finnpipette. which is capable of measuring volumes between 0.200 and 1.000 ml at intervals of 0.005 ml. The calibration certificate with this instrument indicates that the accuracy (in percent) is as follows:
At 0.200 ml, 0.90%
At 0.300 ml, 0.28%
At 1.000 ml, 0.30%
All other volume measurements are made with Rheinland Kohn Geprufte Sicherheit 50 ml.
capacity pump dispenser which will pump within plus or minus 1% of the set value.
Quality Control Laboratory blanks are run for every sample where the last two digits of the laboratory numbers are 00, 20, 40, 60, or 80. A charcoal packet is placed in a pumping well sampler and at least 25 gallons of unchlorinated water is passed through the sampler at a rate of about 2.5 gallons per minute. The sampler is then subjected to the same analytical protocol as all other samplers.
System functioning tests of the analytical instruments are conducted in accordance with the manufacturer's recommendations.
All materials used in sampling and analysis work are routinely analyzed for the presence of any compounds that might create fluorescence peaks in or near the acceptable wavelength ranges for any of the tracer dyes. This testing typically includes approximately 1% of materials used.
Reports Reports are provided in accordance with the needs of the client. At a minimum we provide copies of the analysis graphs and a listing of stations and samples where dye was detected. The reports indicate dye concentrations.
Work at the Ozark Underground Laboratory is directed by Mr. Thomas Aley. Mr. Aley has 40 years of professional experience in hydrology and hydrogeology. He is certified as a Professional Hydrogeologist (Certificate #179) by the American Institute of Hydrology. Mr.
Aley has 35 years of professional experience in groundwater tracing with fluorescent tracing agents.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria CRITERIA FOR DETERMINATION OF POSITIVE DYE RECOVERIES Normal Emission Ranges and Detection Limits The OUL has established normal emission fluorescence wavelength ranges for each of the five dyes. The normal acceptable range equals mean values plus and minus two standard deviations. These values are derived from actual groundwater tracing studies conducted by the OUL.
The detection limits are based upon concentrations of dye necessary to produce emission fluorescence peaks where the signal to noise ratio is 3. The detection limits are realistic for most field studies since they are based upon results from actual field samples rather than being based upon values from spiked samples in a matrix of reagent water or the elutants from unused activated carbon samplers. In some cases detection limits may be smaller than reported if the water being sampled has very little fluorescent material in it. In some cases detection limits may be greater than reported; this most commonly occurs if the sample is turbid due to suspended material or a coloring agent such as tannic compounds. Turbid samples are typically centrifuged or, if this is not effective, diluted prior to analysis.
Table 2 provides normal emission wavelength ranges and detection limits for the five dyes when analyzed on the OULs RF-5000U spectrofluorophotometer. Table 3 provides similar data for the OULs RF-5301. As indicated earlier in Table 1, the analytical protocols used on the two instruments are somewhat different, especially in regard to the widths of excitation and emission slit settings.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Table 2. RF-5000U Spectrofluorophotometer. Normal emission wavelength ranges and detection limits for fluorescein, eosine, rhodamine WT, sulforhodamine B, and pyranine dyes in water and elutant samples. Detection limits are based upon the as-sold weight of the dye mixtures normally used by the OUL.
Dye and Matrix Normal Acceptable Emission Wavelength Range (nm)
Detection Limit (ppb)
Eosine in Elutant 533.0 to 539.6 0.035 Eosine in Water 529.6 to 538.4 0.008 Fluorescein in Elutant 510.7 to 515.0 0.010 Fluorescein in Water 505.6 to 510.5 0.0005 Pyranine in Elutant 500.4 to 504.6 0.055 Pyranine in Water*
501.2 to 505.2 0.030 Rhodamine WT in Elutant 561.7 to 568.9 0.275 Rhodamine WT in Water 569.4 to 574.8 0.050 Sulforhodamine B in Elutant 567.5 to 577.5 0.150 Sulforhodamine B in Water 576.2 to 579.7 0.040
- pH adjusted water with pH of 9.5 or greater.
Note: The protocols for the analysis of pyranine dye are substantially different than those for the other dyes. As a result, there is less potential interference between pyranine and fluorescein than might otherwise be indicated by the emission wavelength values shown in the table.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Table 3. RF-5301 Spectrofluorophotometer. Normal emission wavelength ranges and detection limits for fluorescein, eosine, rhodamine WT, sulforhodamine B, and pyranine dyes in water and elutant samples. Detection limits are based upon the as-sold weight of the dye mixtures normally used by the OUL.
Dye and Matrix Normal Acceptable Emission Wavelength Range (nm)
Detection Limit (ppb)
Eosine in Elutant 538.1 to 543.9 0.050 Eosine in Water 533.4 to 537.9 0.015 Fluorescein in Elutant 514.0 to 518.1 0.025 Fluorescein in Water 508.0 to 511.7 0.002 Pyranine in Elutant 502.1 to 508.1 0.015 Pyranine in Water*
504.1 to 510.1 0.010 Rhodamine WT in Elutant 565.4 to 572.0 0.170 Rhodamine WT in Water 572.7 to 578.0 0.015 Sulforhodamine B in Elutant 572.8 to 579.6 0.080 Sulforhodamine B in Water 580.1 to 583.7 0.008
- pH adjusted water with pH of 9.5 or greater.
Note: The protocols for the analysis of pyranine dye are substantially different than those for the other dyes. As a result, there is less potential interference between pyranine and fluorescein than might otherwise be indicated by the emission wavelength values shown in the table.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Criteria for Determining Positive Dye Recoveries The following sections identify normal criteria used by the OUL for determining positive dye recoveries. Beginning January 1, 2001, the primary analytical instrument in use at the OUL was the RF-5301; the RF-5000U was the principal backup instrument. Studies which were in progress prior to January 1, 2001 continued to have samples analyzed on the RF-5000U.
Except for pyranine dye, the analytical protocol used for the RF-5301 provides for the use of narrower excitation and/or emission slit settings than the RF-5000U protocol. This enhances our ability to discriminate between dyes and other fluorescent compounds. The protocol which is possible with the RF-5301 (as contrasted with the RF-5000U) also provides for a better balance in the sizes of the fluorescence peaks associated with an equal concentration of all of the dyes.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Eosine Dye Recoveries in Elutants from Charcoal Samplers.
There is generally little or no detectable fluorescence background in the general range of eosine dye encountered in most groundwater tracing studies. The following four criteria are used to identify fluorescence peaks which are deemed to be eosine dye.
Criterion 1. There must be at least one fluorescence peak at the station in question in the range of 538.1 to 543.9 nm for samples analyzed by the RF-5301. The range must be 533.0 to 539.6 nm for samples analyzed by the RF-5000U.
Criterion 2. The dye concentration associated with the fluorescence peak must be at least 3 times the detection limit. For the RF-5301, the eosine detection limit in elutant samples is 0.050 ppb, thus this dye concentration limit equals 0.150 ppb. For the RF-5000U the eosine detection limit in elutant samples is 0.035 ppb, thus this dye concentration limit equals 0.105 ppb.
Criterion 3.
The dye concentration must be at least 10 times greater than any other concentration reflective of background at the sampling station in question.
Criterion 4.
The shape of the fluorescence peak must be typical of eosine. Much background fluorescence yields low, broad, and asymmetrical fluorescence peaks rather than the more narrow and symmetrical fluorescence peaks typical of eosine. In addition, there must be no other factors which suggest that the fluorescence peak may not be eosine dye from our groundwater tracing work.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Eosine Dye Recoveries in Water Samples.
There is generally little or no detectable fluorescence background in the general range of eosine dye encountered in most groundwater tracing studies. The following three criteria are used to identify fluorescence peaks which are deemed to be eosine dye.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Criterion 1. The associated charcoal samplers for the station should also contain eosine dye in accordance with the criteria listed above. These criteria may be waived if no charcoal sampler exists.
Criterion 2. There must be no factors which suggest that the fluorescence peak may not be eosine dye from our groundwater tracing work. For samples analyzed on the RF-5301, the fluorescence peak should generally be in the range of 533.4 to 537.9 nm. For samples analyzed on the RF-5000U, the fluorescence peak should generally be in the range of 529.6 to 538.4 nm.
Criterion 3. The dye concentration associated with the fluorescence peak must be at least three times the detection limit. Our eosine detection limit in water samples analyzed on the RF-5301 is 0.015 ppb, thus this dye concentration limit equals 0.045 ppb. For samples analyzed on the 5000U the detection limit is 0.008 ppb, thus this dye concentration limit equals 0.024 ppb.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Fluorescein Dye Recoveries in Elutants from Charcoal Samplers.
There is often some fluorescence background in the range of fluorescein dye present at some of the stations used in groundwater tracing studies. We routinely conduct background sampling prior to the introduction of any tracer dyes to characterize this background fluorescence and to identify the existence of any tracer dyes which may be present in the area.
The fact that a fluorescence peak is identified in our analytical results is not proof that it is fluorescein dye or that it is fluorescein dye from the trace of concern. The following 4 criteria are used to identify fluorescence peaks which are deemed to be fluorescein dye recoveries from our tracing work.
Criterion 1. There must be at least one fluorescence peak at the station in question in the range of 514.0 to 518.1 nm for samples analyzed by the RF-5301. The range must be 510.7 to 515.0 for samples analyzed by the RF-5000U.
Criterion 2. The dye concentration associated with the fluorescence peak must be at least 3 times the detection limit. For the RF-5301, the fluorescein detection limit in elutant samples is 0.025 ppb, thus this dye concentration limit equals 0.075 ppb. For the RF-5000U, the fluorescein detection limit in elutant samples is 0.010 ppb, thus this dye concentration limit equals 0.030 ppb.
Criterion 3.
The dye concentration must be at least 10 times greater than any other concentration reflective of background at the sampling station in question.
Criterion 4. The shape of the fluorescence peak must be typical of fluorescein. Much background fluorescence yields low, broad, and asymmetrical fluorescence peaks rather than the more narrow and symmetrical fluorescence peaks typical of fluorescein. In addition, there must be no other factors which suggest that the fluorescence peak may not be fluorescein dye from our groundwater tracing work.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Fluorescein Dye Recoveries in Water Samples.
There is commonly some fluorescence background in the general range of fluorescein dye at some sampling stations used in groundwater tracing studies. The following criteria are used to identify fluorescence peaks which are deemed to be fluorescein dye in water.
Criterion 1.
The associated charcoal samplers for the station should also contain fluorescein dye in accordance with the criteria listed above. These criteria may be waived if no charcoal sampler exists.
Criterion 2. There must be no factors which suggest that the fluorescence peak may not be fluorescein dye from our groundwater tracing work. For samples analyzed on the RF-5301, the fluorescence peak should generally be in the range of 508.0 to 511.7 nm. For samples analyzed on the RF-5000U, the fluorescence peak should generally be in the range of 505.6 to 510.5 nm.
Criterion 3. The dye concentration associated with the fluorescence peak must be at least three times the detection limit. Our fluorescein detection limit in water samples analyzed on the RF-5301 is 0.002 ppb, thus this dye concentration limit equals 0.006 ppb. For the RF-5000U the detection limit is 0.0005 ppb, thus this dye concentration limit equals 0.0015 ppb.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Rhodamine WT Dye Recoveries in Elutants from Charcoal Samplers.
There is generally little or no detectable fluorescence background in the general range of Rhodamine WT dye encountered in most groundwater tracing studies. The following four criteria are used to identify fluorescence peaks which are deemed to be Rhodamine WT.
Criterion 1.
For samples analyzed on the RF-5301, there must be at least one fluorescence peak at the station in question in the range of 565.4 to 572.0 nm. For samples analyzed on the RF-5000U, there must be at least one fluorescence peak at the station in question in the range of 561.7 to 568.9 nm.
Criterion 2. The dye concentration associated with the Rhodamine WT peak must be at least 3 times the detection limit. For the RF-5301, the detection limit in elutant samples is 0.170 ppb, thus this dye concentration limit equals 0.510 ppb. For the RF-5000U, the detection limit in elutant samples is 0.275 ppb, thus this dye concentration limit equals 0.825 ppb.
Criterion 3.
The dye concentration must be at least 10 times greater than any other concentration reflective of background at the sampling station in question.
Criterion 4. The shape of the fluorescence peak must be typical of Rhodamine WT. In addition, there must be no other factors which suggest that the fluorescence peak may not be dye from the groundwater tracing work under investigation.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Rhodamine WT Dye Recoveries in Water Samples.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria The following criteria are used to identify fluorescence peaks which are deemed to be Rhodamine WT dye in water.
Criterion 1.
The associated charcoal samplers for the station should also contain Rhodamine WT dye in accordance with the criteria listed above. These criteria may be waived if no charcoal sampler exists.
Criterion 2. There must be no factors which suggest that the fluorescence peak may not be Rhodamine WT dye from the tracing work under investigation. For samples analyzed with the RF-5301, the fluorescence peak should generally be in the range of 572.7 to 578.0 nm.
For samples analyzed with the RF-5000U, the fluorescence peak should generally be in the range of 569.4 to 574.8 nm.
Criterion 3. The dye concentration associated with the fluorescence peak must be at least three times the detection limit. Our Rhodamine WT detection limit in water samples analyzed on the RF-5301 is 0.015 ppb, thus this dye concentration limit is 0.045 ppb. For samples analyzed on the RF-5000U the detection limit is 0.050 ppb, thus this dye concentration limit equals 0.150 ppb.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Sulforhodamine B Dye Recoveries in Elutants from Charcoal Samplers.
There is generally little or no detectable fluorescence background in the general range of sulforhodamine B dye encountered in most groundwater tracing studies. The following four criteria are used to identify fluorescence peaks which are deemed to be sulforhodamine B.
Criterion 1. For samples analyzed on the RF-5000U, there must be at least one fluorescence peak at the station in question in the range of 567.5 to 577.5 nm. The acceptable range for samples analyzed on the RF-5301 is 572.8 to 579.6 nm.
Criterion 2. The dye concentration associated with the sulforhodamine B peak must be at least 3 times the detection limit. For the RF-5000U, the detection limit in elutant samples is 0.150 ppb, thus this dye concentration limit equals 0.450 ppb. For the RF-5301, the detection limit in elutant samples is 0.080 ppb, thus this dye concentration limit equals 0.240 ppb.
Criterion 3. The dye concentration must be at least 10 times greater than any other concentration reflective of background at the sampling station in question.
Criterion 4. The shape of the fluorescence peak must be typical of sulforhodamine B. In addition, there must be no other factors which suggest that the fluorescence peak may not be dye from the groundwater tracing work under investigation.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Sulforhodamine B dye Recoveries in Water Samples.
The following criteria are used to identify fluorescence peaks which are deemed to be sulforhodamine B dye in water.
Criterion 1. The associated charcoal samplers for the station should also contain sulforhodamine B dye in accordance with the criteria listed earlier. These criteria may be waived if no charcoal sampler exists.
Criterion 2. There must be no factors which suggest that the fluorescence peak may not be sulforhodamine B dye from the tracing work under investigation. For samples analyzed with the RF-5000U, the fluorescence peak should generally be in the range of 576.2 to 579.7 nm.
For samples analyzed with the RF-5301, the fluorescence peak should generally be in the range of 580.1 to 583.7 nm.
Criterion 3. The dye concentration associated with the fluorescence peak must be at least three times the detection limit. For samples analyzed on the RF-5301 the detection limit in water is 0.008 ppb, thus this dye concentration limit equals 0.024 ppb. For samples analyzed on the RF-5000U the detection limit in water samples is 0.040 ppb, thus this dye concentration limit equals 0.120 ppb.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Pyranine Dye Recoveries in Elutants from Charcoal Samplers.
It must be remembered that the analysis protocol for pyranine dye is different than the protocol for the other four dyes discussed in this document. If the other dyes are present in a sample analyzed for pyranine dye their emission fluorescence peaks (if any) will be appreciably different than the values presented above. Because of this, there is very little analytical interference between fluorescein and pyranine dyes when both are present in a sample.
There is often some detectable fluorescence background encountered in the general range of pyranine dye in groundwater tracing studies. The following four criteria are used to identify fluorescence peaks which are deemed to be pyranine.
Criterion 1. For samples analyzed on the RF-5000U, there must be at least one fluorescence peak at the station in question in the range of 500.4 to 504.6 nm. The acceptable range for samples analyzed on the RF-5301 is 502.1 to 508.1 nm.
Criterion 2. The dye concentration associated with the pyranine dye peak must be at least 3 times the detection limit. For the RF-5000U, the detection limit in elutant samples is 0.055 ppb, thus this dye concentration limit equals 0.165 ppb. For the RF-5301, the detection limit in elutant samples is 0.015 ppb, thus this dye concentration limit equals 0.045 ppb.
Criterion 3. The dye concentration must be at least 10 times greater than any other concentration reflective of background at the sampling station in question.
Ozark Underground Dye Analysis Laboratory Procedures and Criteria Criterion 4. The shape of the fluorescence peak must be typical of pyranine dye. In addition, there must be no other factors which suggest that the fluorescence peak may not be dye from the groundwater tracing work under investigation.
Normal Criteria Used by the Ozark Underground Laboratory for Determining Positive Pyranine Dye Recoveries in Water Samples.
It must be remembered that the analysis protocol for pyranine dye is different than the protocol for the other four dyes discussed in this document. If the other dyes are present in a sample analyzed for pyranine dye their emission fluorescence peaks (if any) will be appreciably different than the values presented above. Because of this, there is very little analytical interference between fluorescein and pyranine dyes when both are present in a sample.
The fluorescence of pyranine decreases below a pH of about 9.5. Prior to analysis water samples are placed in a high ammonia atmosphere for at least two hours. A pyranine dye in water standard is placed in the same atmosphere as the samples. Prior to analysis samples are tested to insure that their pH is 9.5 or greater. If pyranine dye concentrations in a sample are so great as to require dilution for quantification of the dye concentration the diluting water used is OUL reagent water which has been pH adjusted in a high ammonia atmosphere.
The following criteria are used to identify fluorescence peaks which are deemed to be pyranine dye in water.
Criterion 1. The associated charcoal samplers for the station should also contain pyranine dye in accordance with the criteria listed earlier. These criteria may be waived if no charcoal sampler exists.
Criterion 2. There must be no factors which suggest that the fluorescence peak may not be pyranine dye from the tracing work under investigation. For samples analyzed with the RF-5000U, the fluorescence peak should generally be in the range of 501.2 to 505.2 nm. For samples analyzed with the RF-5301, the fluorescence peak should generally be in the range of 504.1 to 510.1 nm.
Criterion 3. The dye concentration associated with the fluorescence peak must be at least three times the detection limit. For samples analyzed on the RF-5301 the detection limit in water is 0.010 ppb, thus this dye concentration limit equals 0.030 ppb. For samples analyzed on the RF-5000U the detection limit in water samples is 0.030 ppb, thus this dye concentration limit equals 0.090 ppb.
APPENDIX Q - FRACTURE SET DATABASE
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 1 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 MW-30 1
26.3 46.4 less-open 6
105 92 2
NSR10 NSR NSR NSR TNP11 TNP NA MW-30 2
26.6 46.1 less-open 67 312 299 209 2
NW 291-335 44 TNP TNP 0.3 5.6 MW-30 3
28.1 44.6 less-open 18 99 86 356 NSR NSR NSR NSR TNP TNP 1.5 MW-30 4
28.5 44.2 less-open 32 1
348 258 NSR NSR NSR NSR TNP TNP 0.4 MW-30 5
29.1 43.6 less-open 67 310 297 207 2
NW 291-335 44 TNP TNP 0.6 2.5 MW-30 6
29.3 43.4 less-open 39 190 177 87 5
S 166-200 34 TNP TNP 0.2 8.3 MW-30 7
29.6 43.1 less-open 45 166 153 63 1
SE 116-165 49 TNP TNP 0.3 8.6 MW-30 8
30.2 42.5 less-open 37 123 110 20 3
E 70-115 45 TNP TNP 0.6 9.2 MW-30 9
31.2 41.5 less-open 68 210 197 107 5
S 166-200 34 TNP TNP 1.0 1.9 MW-30 10 32.1 40.6 less-open 61 104 91 1
3 E
70-115 45 TNP TNP 0.9 1.9 MW-30 11 32.7 40.0 less-open 62 115 102 12 3
E 70-115 45 TNP TNP 0.7 0.7 MW-30 12 33.1 39.6 less-open 52 165 152 62 1
SE 116-165 49 TNP TNP 0.4 3.5 MW-30 13 33.8 38.9 less-open 51 131 118 28 1
SE 116-165 49 TNP TNP 0.8 0.8 MW-30 14 33.9 38.8 less-open 67 319 306 216 2
NW 291-335 44 TNP TNP 0.1 4.9 MW-30 15 34.1 38.6 less-open 51 122 109 19 3
E 70-115 45 TNP TNP 0.2 1.4 MW-30 16 34.7 38.0 less-open 58 150 137 47 1
SE 116-165 49 TNP TNP 0.5 0.8 MW-30 17 35.0 37.7 less-open 45 131 118 28 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-30 18 35.9 36.8 less-open 58 156 143 53 1
SE 116-165 49 TNP TNP 0.9 0.9 MW-30 19 36.3 36.4 less-open 59 301 288 198 4
W 245-290 45 TNP TNP 0.4 15.3 MW-30 20 36.6 36.1 less-open 67 313 300 210 2
NW 291-335 44 TNP TNP 0.4 2.7 MW-30 21 36.9 35.8 less-open 61 159 146 56 1
SE 116-165 49 TNP TNP 0.3 1.0 MW-30 22 37.8 34.9 less-open 57 330 317 227 2
NW 291-335 44 TNP TNP 0.8 1.1 MW-30 23 38.4 34.3 less-open 42 175 162 72 1
SE 116-165 49 TNP TNP 0.6 1.5 MW-30 24 38.6 34.1 less-open 60 335 322 232 2
NW 291-335 44 TNP TNP 0.2 0.8 MW-30 25 39.8 32.9 less-open 45 110 97 7
3 E
70-115 45 TNP TNP 1.2 5.6 MW-30 26 40.4 32.3 less-open 40 121 108 18 3
E 70-115 45 TNP TNP 0.6 0.6 MW-30 27 40.4 32.3 less-open 32 137 124 34 NSR NSR NSR NSR TNP TNP 0.0 MW-30 28 40.7 32.0 less-open 57 340 327 237 2
NW 291-335 44 TNP TNP 0.3 2.1 MW-30 29 40.9 31.8 less-open 38 103 90 360 3
E 70-115 45 TNP TNP 0.2 0.5 MW-30 30 41.6 31.1 less-open 13 241 228 138 NSR NSR NSR NSR TNP TNP 0.8 MW-30 31 42.5 30.2 less-open 32 223 210 120 NSR NSR NSR NSR TNP TNP 0.9 MW-30 32 43.2 29.5 less-open 57 167 154 64 1
SE 116-165 49 TNP TNP 0.7 4.8 MW-30 33 43.7 29.0 less-open 71 31 18 288 6
N 336-21 45 TNP TNP 0.6 22.7 MW-30 34 45.0 27.7 less-open 61 125 112 22 3
E 70-115 45 TNP TNP 1.3 4.2 MW-30 35 46.2 26.5 less-open 54 163 150 60 1
SE 116-165 49 TNP TNP 1.2 3.1 MW-30 36 46.6 26.1 less-open 50 10 357 267 6
N 336-21 45 TNP TNP 0.3 2.8 MW-30 37 46.9 25.8 less-open 52 278 265 175 4
W 245-290 45 TNP TNP 0.3 10.6 MW-30 38 47.1 25.6 less-open 57 147 134 44 1
SE 116-165 49 TNP TNP 0.2 0.9 MW-30 39 48.1 24.6 less-open 41 24 11 281 6
N 336-21 45 TNP TNP 1.0 1.6 MW-30 40 49.5 23.2 less-open 45 180 167 77 5
S 166-200 34 TNP TNP 1.4 18.3 MW-30 41 49.9 22.8 less-open 48 196 183 93 5
S 166-200 34 TNP TNP 0.4 0.4 MW-30 42 50.1 22.6 less-open 73 85 72 342 3
E 70-115 45 TNP TNP 0.2 5.1 MW-30 43 50.2 22.5 less-open 41 9
356 266 6
N 336-21 45 TNP TNP 0.1 2.0 MW-30 44 50.2 22.5 less-open 49 163 150 60 1
SE 116-165 49 TNP TNP 0.0 3.0 MW-30 45 50.4 22.3 less-open 46 152 139 49 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-30 46 50.5 22.2 less-open 44 170 157 67 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-30 47 50.6 22.1 less-open 34 346 333 243 NSR NSR NSR NSR TNP TNP 0.0 MW-30 48 51.6 21.1 less-open 50 127 114 24 3
E 70-115 45 TNP TNP 1.1 1.5 MW-30 49 53.4 19.3 less-open 51 158 145 55 1
SE 116-165 49 TNP TNP 1.7 2.8 MW-30 50 54.4 18.3 less-open 38 293 280 190 4
W 245-290 45 TNP TNP 1.1 7.5 MW-30 51 56.0 16.7 less-open 43 197 184 94 5
S 166-200 34 TNP TNP 1.6 6.1 MW-30 52 56.3 16.4 less-open 40 142 129 39 1
SE 116-165 49 TNP TNP 0.3 2.9 MW-30 53 56.7 16.0 less-open 35 316 303 213 2
NW 291-335 44 TNP TNP 0.5 16.1 MW-30 54 57.0 15.7 less-open 39 134 121 31 1
SE 116-165 49 TNP TNP 0.3 0.8 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 2 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-30 55 57.6 15.1 less-open 51 146 133 43 1
SE 116-165 49 TNP TNP 0.6 0.6 MW-30 56 57.7 15.0 less-open 25 38 25 295 NSR NSR NSR NSR TNP TNP 0.1 MW-30 57 58.1 14.6 less-open 44 166 153 63 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-30 58 58.5 14.2 less-open 44 301 288 198 4
W 245-290 45 TNP TNP 0.4 4.1 MW-30 59 58.6 14.1 less-open 47 148 135 45 1
SE 116-165 49 TNP TNP 0.1 0.5 MW-30 60 58.6 14.1 less-open 49 151 138 48 1
SE 116-165 49 TNP TNP 0.0 0.0 MW-30 61 58.8 13.9 less-open 42 315 302 212 2
NW 291-335 44 TNP TNP 0.2 2.1 MW-30 62 58.9 13.8 less-open 47 289 276 186 4
W 245-290 45 TNP TNP 0.1 0.4 MW-30 63 59.5 13.2 less-open 40 128 115 25 3
E 70-115 45 TNP TNP 0.6 7.9 MW-30 64 59.7 13.0 less-open 40 144 131 41 1
SE 116-165 49 TNP TNP 0.2 1.1 MW-30 65 60.0 12.7 less-open 35 129 116 26 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-30 66 60.3 12.4 less-open 59 130 117 27 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-30 67 60.4 12.3 less-open 39 280 267 177 4
W 245-290 45 TNP TNP 0.0 1.4 MW-30 68 60.7 12.0 less-open 36 134 121 31 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-30 69 61.0 11.7 less-open 56 148 135 45 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-30 70 61.3 11.4 less-open 49 184 171 81 5
S 166-200 34 TNP TNP 0.3 5.3 MW-30 71 61.5 11.2 less-open 25 197 184 94 NSR NSR NSR NSR TNP TNP 0.1 MW-30 72 61.9 10.8 less-open 48 166 153 63 1
SE 116-165 49 TNP TNP 0.4 0.8 MW-30 73 62.7 10.0 less-open 53 216 203 113 NSR NSR NSR NSR 2.1E-04 6.0E-01 0.8 MW-30 74 64.9 7.8 less-open 54 321 308 218 2
NW 291-335 44 2.1E-04 6.0E-01 2.3 6.1 MW-30 75 65.8 6.9 less-open 49 317 304 214 2
NW 291-335 44 2.1E-04 2.1E-04 6.0E-01 6.0E-01 0.9 0.9 MW-30 76 66.0 6.7 less-open 52 320 307 217 2
NW 291-335 44 2.1E-04 2.1E-04 6.0E-01 6.0E-01 0.3 0.3 MW-30 77 66.2 6.5 less-open 53 127 114 24 3
E 70-115 45 2.1E-04 2.1E-04 6.0E-01 6.0E-01 0.2 6.7 MW-30 78 66.9 5.8 less-open 52 151 138 48 1
SE 116-165 49 2.1E-04 2.1E-04 6.0E-01 6.0E-01 0.6 5.0 MW-30 79 67.9 4.8 less-open 41 136 123 33 1
SE 116-165 49 2.1E-04 6.0E-01 1.0 1.0 MW-30 80 68.0 4.7 less-open 59 311 298 208 2
NW 291-335 44 2.1E-04 6.0E-01 0.1 2.0 MW-30 81 68.4 4.3 less-open 36 313 300 210 2
NW 291-335 44 2.1E-04 6.0E-01 0.4 0.4 MW-30 82 68.9 3.8 less-open 47 147 134 44 1
SE 116-165 49 7.1E-07 2.1E-04 2.0E-03 6.0E-01 0.5 1.0 MW-30 83 68.9 3.8 less-open 55 126 113 23 3
E 70-115 45 7.1E-07 2.1E-04 2.0E-03 6.0E-01 0.0 2.7 MW-30 84 71.1 1.6 less-open 52 141 128 38 1
SE 116-165 49 7.1E-07 2.0E-03 2.2 2.2 MW-30 85 71.9 0.8 less-open 61 339 326 236 2
NW 291-335 44 7.1E-07 2.0E-03 0.8 3.5 MW-30 86 73.9
-1.2 less-open 57 132 119 29 1
SE 116-165 49 3.5E-07 1.0E-03 2.0 2.8 MW-30 87 74.2
-1.5 less-open 53 113 100 10 3
E 70-115 45 3.5E-07 1.0E-03 0.3 5.3 MW-30 88 74.2
-1.5 less-open 32 291 278 188 NSR NSR NSR NSR 3.5E-07 1.0E-03 0.0 MW-30 89 75.2
-2.6 less-open 65 302 289 199 4
W 245-290 45 3.5E-07 1.0E-03 1.0 14.9 MW-30 90 75.3
-2.7 less-open 52 152 139 49 1
SE 116-165 49 3.5E-07 1.0E-03 0.1 1.4 MW-30 91 78.5
-5.8 less-open 60 137 124 34 1
SE 116-165 49 3.5E-07 1.0E-03 3.1 3.1 MW-30 92 79.6
-6.9 less-open 45 137 124 34 1
SE 116-165 49 3.5E-07 1.0E-03 1.1 1.1 MW-30 93 80.2
-7.5 less-open 36 166 153 63 1
SE 116-165 49 3.5E-07 1.0E-03 0.6 0.6 MW-31 1
6.7 73.1 less-open 13 310 297 207 NSR NSR NSR NSR TNP TNP NA MW-31 2
8.0 71.7 less-open 39 253 240 150 NSR NSR NSR NSR TNP TNP 1.4 MW-31 3
9.4 70.4 less-open 15 111 98 8
NSR NSR NSR NSR TNP TNP 1.4 MW-31 4
11.1 68.7 less-open 9
3 350 260 NSR NSR NSR NSR TNP TNP 1.7 MW-31 5
11.3 68.4 open 28 337 324 234 NSR NSR NSR NSR TNP TNP 0.2 MW-31 6
13.4 66.3 open 43 330 317 227 2
NW 291-335 44 TNP TNP 2.1 13.4 MW-31 7
16.2 63.6 open 17 153 140 50 NSR NSR NSR NSR TNP TNP 2.8 MW-31 8
16.4 63.4 open 53 303 290 200 4
W 245-290 45 TNP TNP 0.2 16.4 MW-31 9
20.7 59.0 less-open 27 330 317 227 NSR NSR NSR NSR TNP TNP 4.4 MW-31 10 22.3 57.4 less-open 20 308 295 205 NSR NSR NSR NSR TNP TNP 1.6 MW-31 11 27.0 52.8 less-open 18 91 78 348 NSR NSR NSR NSR TNP TNP 4.6 MW-31 12 28.6 51.1 less-open 54 321 308 218 2
NW 291-335 44 TNP TNP 1.7 15.2 MW-31 13 32.0 47.8 open 41 312 299 209 2
NW 291-335 44 TNP TNP 3.3 3.3 MW-31 14 32.1 47.7 less-open 54 322 309 219 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-31 15 32.1 47.6 less-open 53 151 138 48 1
SE 116-165 49 TNP TNP 0.0 32.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 3 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-31 16 32.2 47.5 less-open 52 154 141 51 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-31 17 33.2 46.5 less-open 69 321 308 218 2
NW 291-335 44 TNP TNP 1.0 1.2 MW-31 18 33.2 46.5 less-open 75 233 220 130 NSR NSR NSR NSR TNP TNP 0.0 MW-31 19 33.5 46.2 less-open 51 301 288 198 4
W 245-290 45 TNP TNP 0.3 17.1 MW-31 20 35.1 44.7 less-open 80 174 161 71 1
SE 116-165 49 7.1E-05 2.0E-01 1.6 2.9 MW-31 21 35.8 43.9 less-open 13 17 4
274 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.8 MW-31 22 37.0 42.7 less-open 43 322 309 219 2
NW 291-335 44 7.1E-05 2.0E-01 1.2 3.8 MW-31 23 37.8 41.9 less-open 53 109 96 6
3 E
70-115 45 7.1E-05 2.0E-01 0.8 37.8 MW-31 24 38.3 41.4 less-open 44 103 90 0
3 E
70-115 45 7.1E-05 2.0E-01 0.5 0.5 MW-31 25 38.6 41.2 less-open 58 108 95 5
3 E
70-115 45 7.1E-05 2.0E-01 0.2 0.2 MW-31 26 39.2 40.6 less-open 50 314 301 211 2
NW 291-335 44 7.1E-05 2.0E-01 0.6 2.2 MW-31 27 39.2 40.5 less-open 47 310 297 207 2
NW 291-335 44 7.1E-05 2.0E-01 0.1 0.1 MW-31 28 39.8 39.9 less-open 51 278 265 175 4
W 245-290 45 7.1E-05 2.0E-01 0.6 6.3 MW-31 29 40.8 39.0 less-open 46 296 283 193 4
W 245-290 45 7.1E-05 2.0E-01 0.9 0.9 MW-31 30 45.1 34.6 less-open 40 298 285 195 4
W 245-290 45 3.2E-03 9.1E+00 4.4 4.4 MW-31 31 45.3 34.5 less-open 53 59 46 316 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.1 MW-31 32 45.8 34.0 less-open 65 96 83 353 3
E 70-115 45 3.2E-03 9.1E+00 0.5 7.2 MW-31 33 46.1 33.7 less-open 51 307 294 204 2
NW 291-335 44 3.2E-03 9.1E+00 0.3 6.8 MW-31 34 46.4 33.3 less-open 54 308 295 205 2
NW 291-335 44 3.2E-03 9.1E+00 0.4 0.4 MW-31 35 46.8 33.0 less-open 42 291 278 188 4
W 245-290 45 3.2E-03 9.1E+00 0.3 1.6 MW-31 36 46.9 32.8 open 25 292 279 189 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.2 MW-31 37 47.3 32.5 less-open 42 294 281 191 4
W 245-290 45 3.2E-03 9.1E+00 0.4 0.5 MW-31 38 48.4 31.3 less-open 49 297 284 194 4
W 245-290 45 3.2E-03 9.1E+00 1.1 1.1 MW-31 39 48.7 31.1 less-open 55 85 72 342 3
E 70-115 45 3.2E-03 9.1E+00 0.3 2.9 MW-31 40 48.8 31.0 less-open 30 89 76 346 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.1 MW-31 41 49.7 30.0 less-open 48 152 139 49 1
SE 116-165 49 3.2E-03 9.1E+00 1.0 14.7 MW-31 42 50.3 29.5 less-open 59 290 277 187 4
W 245-290 45 3.2E-03 9.1E+00 0.6 1.9 MW-31 43 50.3 29.4 less-open 57 314 301 211 2
NW 291-335 44 3.2E-03 9.1E+00 0.1 3.9 MW-31 44 50.4 29.3 less-open 45 294 281 191 4
W 245-290 45 3.2E-03 9.1E+00 0.1 0.1 MW-31 45 50.5 29.2 less-open 57 274 261 171 4
W 245-290 45 3.2E-03 9.1E+00 0.1 0.1 MW-31 46 51.0 28.7 less-open 45 291 278 188 4
W 245-290 45 3.2E-03 6.0E-04 9.1E+00 1.7E+00 0.5 0.5 MW-31 47 51.3 28.5 less-open 48 295 282 192 4
W 245-290 45 3.2E-03 6.0E-04 9.1E+00 1.7E+00 0.2 0.2 MW-31 48 51.6 28.1 less-open 59 176 163 73 1
SE 116-165 49 3.2E-03 6.0E-04 9.1E+00 1.7E+00 0.4 1.9 MW-31 49 51.8 27.9 less-open 45 295 282 192 4
W 245-290 45 6.0E-04 1.7E+00 0.2 0.6 MW-31 50 52.0 27.8 less-open 67 319 306 216 2
NW 291-335 44 6.0E-04 1.7E+00 0.1 1.6 MW-31 51 52.1 27.6 less-open 55 153 140 50 1
SE 116-165 49 6.0E-04 1.7E+00 0.2 0.5 MW-31 52 52.5 27.2 less-open 51 154 141 51 1
SE 116-165 49 6.0E-04 1.7E+00 0.4 0.4 MW-31 53 54.5 25.3 less-open 44 275 262 172 4
W 245-290 45 6.0E-04 1.7E+00 2.0 2.7 MW-31 54 55.1 24.6 less-open 48 298 285 195 4
W 245-290 45 6.0E-04 1.7E+00 0.6 0.6 MW-31 55 55.4 24.4 less-open 51 102 89 359 3
E 70-115 45 6.0E-04 1.7E+00 0.3 6.7 MW-31 56 56.3 23.5 less-open 43 177 164 74 1
SE 116-165 49 6.0E-04 1.7E+00 0.9 3.7 MW-31 57 56.4 23.3 less-open 58 244 231 141 NSR NSR NSR NSR 6.0E-04 1.7E+00 0.1 MW-31 58 57.2 22.5 less-open 55 157 144 54 1
SE 116-165 49 6.0E-04 1.7E+00 0.8 1.0 MW-31 59 57.4 22.3 less-open 54 303 290 200 4
W 245-290 45 6.0E-04 1.7E+00 0.2 2.3 MW-31 60 57.6 22.1 less-open 50 299 286 196 4
W 245-290 45 6.0E-04 1.7E+00 0.2 0.2 MW-31 61 57.9 21.8 less-open 58 148 135 45 1
SE 116-165 49 6.0E-04 1.7E+00 0.3 0.7 MW-31 62 58.2 21.6 less-open 57 158 145 55 1
SE 116-165 49 6.0E-04 1.7E+00 0.2 0.2 MW-31 63 58.6 21.1 less-open 55 147 134 44 1
SE 116-165 49 6.0E-04 1.7E+00 0.5 0.5 MW-31 64 58.9 20.9 less-open 58 143 130 40 1
SE 116-165 49 1.8E-04 6.0E-04 5.0E-01 1.7E+00 0.3 0.3 MW-31 65 59.1 20.6 less-open 27 151 138 48 NSR NSR NSR NSR 1.8E-04 6.0E-04 5.0E-01 1.7E+00 0.3 MW-31 66 59.3 20.5 less-open 25 121 108 18 NSR NSR NSR NSR 1.8E-04 6.0E-04 5.0E-01 1.7E+00 0.1 MW-31 67 60.4 19.4 less-open 58 136 123 33 1
SE 116-165 49 1.8E-04 5.0E-01 1.1 1.5 MW-31 68 60.6 19.2 less-open 72 271 258 168 4
W 245-290 45 1.8E-04 5.0E-01 0.2 2.9 MW-31 69 60.7 19.0 less-open 51 106 93 3
3 E
70-115 45 1.8E-04 5.0E-01 0.2 5.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 4 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-31 70 61.2 18.5 less-open 45 318 305 215 2
NW 291-335 44 1.8E-04 5.0E-01 0.5 9.2 MW-31 71 61.5 18.3 less-open 49 320 307 217 2
NW 291-335 44 1.8E-04 5.0E-01 0.3 0.3 MW-31 72 61.9 17.9 less-open 61 167 154 64 1
SE 116-165 49 1.8E-04 5.0E-01 0.4 1.5 MW-31 73 62.3 17.5 less-open 47 289 276 186 4
W 245-290 45 1.8E-04 5.0E-01 0.4 1.7 MW-31 74 63.3 16.4 less-open 64 136 123 33 1
SE 116-165 49 1.8E-04 5.0E-01 1.0 1.4 MW-31 75 63.8 16.0 less-open 42 296 283 193 4
W 245-290 45 1.8E-04 5.0E-01 0.4 1.5 MW-31 76 64.4 15.4 less-open 51 285 272 182 4
W 245-290 45 1.8E-04 5.0E-01 0.6 0.6 MW-31 77 65.5 14.2 less-open 37 335 322 232 2
NW 291-335 44 1.8E-04 5.0E-01 1.2 4.1 MW-31 78 65.7 14.1 less-open 78 190 177 87 5
S 166-200 34 1.8E-04 5.0E-01 0.1 65.7 MW-31 79 66.1 13.7 less-open 40 179 166 76 5
S 166-200 34 1.8E-04 1.1E-04 5.0E-01 3.0E-01 0.4 0.4 MW-31 80 68.1 11.7 less-open 65 141 128 38 1
SE 116-165 49 1.1E-04 3.0E-01 2.0 4.7 MW-31 81 70.5 9.3 less-open 66 140 127 37 1
SE 116-165 49 1.1E-04 3.0E-01 2.4 2.4 MW-31 82 74.0 5.8 less-open 52 117 104 14 3
E 70-115 45 1.1E-04 3.0E-01 3.5 13.3 MW-31 83 74.1 5.6 less-open 57 130 117 27 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 3.7 MW-31 84 74.3 5.4 less-open 28 312 299 209 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.2 MW-31 85 74.5 5.3 less-open 23 336 323 233 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.2 MW-31 86 76.1 3.7 less-open 35 329 316 226 2
NW 291-335 44 1.1E-04 3.0E-01 1.6 10.6 MW-31 87 76.6 3.2 open 54 150 137 47 1
SE 116-165 49 1.1E-04 3.0E-01 0.5 2.4 MW-31 88 76.9 2.9 less-open 55 151 138 48 1
SE 116-165 49 1.1E-04 3.0E-01 0.3 0.3 MW-31 89 79.0 0.7 less-open 53 147 134 44 1
SE 116-165 49 1.1E-04 3.0E-01 2.1 2.1 MW-31 90 79.8 0.0 less-open 32 350 337 247 NSR NSR NSR NSR 1.1E-04 7.1E-05 3.0E-01 2.0E-01 0.7 MW-31 91 80.2
-0.4 less-open 52 139 126 36 1
SE 116-165 49 1.1E-04 7.1E-05 3.0E-01 2.0E-01 0.4 1.2 MW-31 92 80.4
-0.6 less-open 47 139 126 36 1
SE 116-165 49 1.1E-04 7.1E-05 3.0E-01 2.0E-01 0.2 0.2 MW-31 93 81.2
-1.5 less-open 63 339 326 236 2
NW 291-335 44 1.1E-04 7.1E-05 3.0E-01 2.0E-01 0.8 5.1 MW-31 94 81.4
-1.6 less-open 58 69 56 326 NSR NSR NSR NSR 1.1E-04 7.1E-05 3.0E-01 2.0E-01 0.2 MW-31 95 81.6
-1.9 less-open 48 142 129 39 1
SE 116-165 49 1.1E-04 7.1E-05 3.0E-01 2.0E-01 0.2 1.2 MW-31 96 82.6
-2.8 less-open 44 160 147 57 1
SE 116-165 49 7.1E-05 2.0E-01 1.0 1.0 MW-31 97 83.3
-3.6 less-open 44 316 303 213 2
NW 291-335 44 7.1E-05 2.0E-01 0.8 2.1 MW-31 98 83.7
-3.9 less-open 51 131 118 28 1
SE 116-165 49 7.1E-05 2.0E-01 0.3 1.1 MW-31 99 84.4
-4.7 less-open 47 144 131 41 1
SE 116-165 49 7.1E-05 2.0E-01 0.8 0.8 MW-31 100 85.6
-5.8 less-open 80 187 174 84 5
S 166-200 34 7.1E-05 2.0E-01 1.1 19.5 MW-31 101 86.2
-6.4 less-open 48 136 123 33 1
SE 116-165 49 7.1E-05 2.0E-01 0.6 1.7 MW-31 102 86.7
-6.9 less-open 44 285 272 182 4
W 245-290 45 7.1E-05 2.0E-01 0.5 22.3 MW-31 103 87.1
-7.3 less-open 59 75 62 332 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.4 MW-31 104 87.5
-7.8 less-open 53 116 103 13 3
E 70-115 45 7.1E-05 2.0E-01 0.5 13.6 MW-31 105 88.8
-9.1 less-open 3
46 33 303 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.3 MW-31 106 89.4
-9.7 less-open 5
315 302 212 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.6 MW-32 1
36.7 41.6 less-open 58 161 148 58 1
SE 116-165 49 TNP TNP NA 36.7 MW-32 2
37.4 41.0 less-open 49 156 143 53 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-32 3
38.1 40.3 less-open 48 156 143 53 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-32 4
38.5 39.8 less-open 40 152 139 49 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-32 5
38.8 39.6 less-open 52 190 177 87 5
S 166-200 34 TNP TNP 0.2 38.8 MW-32 6
39.0 39.3 less-open 56 145 132 42 1
SE 116-165 49 TNP TNP 0.3 0.5 MW-32 7
39.5 38.9 less-open 44 315 302 212 2
NW 291-335 44 TNP TNP 0.4 39.5 MW-32 8
39.7 38.6 less-open 61 153 140 50 1
SE 116-165 49 TNP TNP 0.3 0.7 MW-32 9
40.1 38.3 less-open 18 29 16 286 NSR NSR NSR NSR TNP TNP 0.3 MW-32 10 40.4 37.9 less-open 45 313 300 210 2
NW 291-335 44 TNP TNP 0.3 0.9 MW-32 11 40.6 37.7 less-open 55 154 141 51 1
SE 116-165 49 TNP TNP 0.3 0.9 MW-32 12 41.6 36.7 less-open 61 138 125 35 1
SE 116-165 49 TNP TNP 1.0 1.0 MW-32 13 41.9 36.4 less-open 65 135 122 32 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 14 41.9 36.4 less-open 65 155 142 52 1
SE 116-165 49 TNP TNP 0.0 0.0 MW-32 15 42.4 36.0 less-open 48 200 187 97 5
S 166-200 34 TNP TNP 0.5 3.6 MW-32 16 42.6 35.7 less-open 56 171 158 68 1
SE 116-165 49 TNP TNP 0.3 0.7 MW-32 17 42.7 35.7 less-open 44 117 104 14 3
E 70-115 45 TNP TNP 0.1 42.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 5 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 18 43.1 35.3 less-open 55 128 115 25 3
E 70-115 45 TNP TNP 0.4 0.4 MW-32 19 43.2 35.2 less-open 52 143 130 40 1
SE 116-165 49 TNP TNP 0.1 0.5 MW-32 20 43.8 34.5 less-open 49 152 139 49 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-32 21 45.1 33.2 less-open 19 305 292 202 NSR NSR NSR NSR TNP TNP 1.3 MW-32 22 45.4 32.9 less-open 54 156 143 53 1
SE 116-165 49 TNP TNP 0.3 1.6 MW-32 23 45.7 32.6 less-open 54 171 158 68 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 24 45.8 32.5 less-open 51 153 140 50 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 25 46.5 31.8 less-open 38 174 161 71 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-32 26 47.1 31.3 less-open 41 173 160 70 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-32 27 47.4 30.9 less-open 47 153 140 50 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 28 47.5 30.8 less-open 47 173 160 70 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 29 48.0 30.3 less-open 64 169 156 66 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-32 30 48.4 30.0 less-open 67 180 167 77 5
S 166-200 34 TNP TNP 0.4 6.0 MW-32 31 48.8 29.5 less-open 64 119 106 16 3
E 70-115 45 TNP TNP 0.4 5.7 MW-32 32 48.9 29.4 less-open 44 157 144 54 1
SE 116-165 49 TNP TNP 0.1 0.9 MW-32 33 49.0 29.3 less-open 58 190 177 87 5
S 166-200 34 TNP TNP 0.1 0.6 MW-32 34 49.3 29.1 less-open 38 147 134 44 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 35 49.5 28.9 open 60 163 150 60 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-32 36 49.6 28.8 open 62 169 156 66 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 37 49.8 28.6 open 52 170 157 67 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-32 38 50.2 28.1 open 32 173 160 70 NSR NSR NSR NSR TNP TNP 0.4 MW-32 39 50.8 27.5 open 45 155 142 52 1
SE 116-165 49 TNP TNP 0.6 1.0 MW-32 40 51.1 27.2 open 40 131 118 28 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 41 52.0 26.3 less-open 51 160 147 57 1
SE 116-165 49 TNP TNP 0.9 0.9 MW-32 42 52.1 26.2 less-open 53 131 118 28 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 43 52.4 25.9 less-open 54 137 124 34 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 44 53.3 25.1 less-open 64 269 256 166 4
W 245-290 45 TNP TNP 0.9 53.3 MW-32 45 53.3 25.0 less-open 50 118 105 15 3
E 70-115 45 TNP TNP 0.0 4.5 MW-32 46 53.4 24.9 less-open 64 264 251 161 4
W 245-290 45 TNP TNP 0.1 0.1 MW-32 47 53.9 24.4 less-open 62 109 96 6
3 E
70-115 45 TNP TNP 0.5 0.6 MW-32 48 54.1 24.3 less-open 62 113 100 10 3
E 70-115 45 TNP TNP 0.2 0.2 MW-32 49 54.3 24.0 less-open 66 314 301 211 2
NW 291-335 44 TNP TNP 0.3 13.9 MW-32 50 54.5 23.9 less-open 50 115 102 12 3
E 70-115 45 TNP TNP 0.1 0.4 MW-32 51 54.5 23.9 open 76 81 68 338 NSR NSR NSR NSR TNP TNP 0.0 MW-32 52 54.8 23.5 less-open 41 121 108 18 3
E 70-115 45 TNP TNP 0.3 0.3 MW-32 53 55.3 23.1 less-open 54 100 87 357 3
E 70-115 45 TNP TNP 0.5 0.5 MW-32 54 55.7 22.7 open 58 115 102 12 3
E 70-115 45 TNP TNP 0.4 0.4 MW-32 55 55.9 22.4 open 55 134 121 31 1
SE 116-165 49 TNP TNP 0.3 3.5 MW-32 56 56.3 22.0 open 40 119 106 16 3
E 70-115 45 TNP TNP 0.4 0.6 MW-32 57 56.7 21.6 less-open 52 144 131 41 1
SE 116-165 49 TNP TNP 0.4 0.8 MW-32 58 57.2 21.1 less-open 46 147 134 44 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-32 59 58.2 20.1 less-open 77 153 140 50 1
SE 116-165 49 TNP TNP 1.0 1.0 MW-32 60 58.2 20.1 less-open 35 121 108 18 3
E 70-115 45 TNP TNP 0.0 1.9 MW-32 61 58.6 19.8 less-open 43 153 140 50 1
SE 116-165 49 TNP TNP 0.3 0.4 MW-32 62 58.7 19.6 less-open 54 333 320 230 2
NW 291-335 44 TNP TNP 0.2 4.4 MW-32 63 59.2 19.2 less-open 45 137 124 34 1
SE 116-165 49 TNP TNP 0.4 0.6 MW-32 64 59.2 19.1 less-open 55 272 259 169 4
W 245-290 45 TNP TNP 0.1 5.8 MW-32 65 59.6 18.7 less-open 37 155 142 52 1
SE 116-165 49 TNP TNP 0.4 0.5 MW-32 66 59.8 18.5 less-open 42 168 155 65 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-32 67 59.9 18.4 less-open 57 292 279 189 4
W 245-290 45 TNP TNP 0.1 0.7 MW-32 68 60.0 18.3 less-open 45 147 134 44 1
SE 116-165 49 TNP TNP 0.1 0.2 MW-32 69 60.2 18.2 less-open 63 312 299 209 2
NW 291-335 44 TNP TNP 0.2 1.4 MW-32 70 60.4 17.9 less-open 46 132 119 29 1
SE 116-165 49 TNP TNP 0.3 0.4 MW-32 71 60.7 17.7 less-open 44 151 138 48 1
SE 116-165 49 TNP TNP 0.2 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 6 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 72 60.9 17.5 less-open 50 134 121 31 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-32 73 61.1 17.3 less-open 57 255 242 152 NSR NSR NSR NSR TNP TNP 0.2 MW-32 74 61.2 17.1 less-open 47 137 124 34 1
SE 116-165 49 TNP TNP 0.2 0.4 MW-32 75 61.3 17.1 less-open 61 264 251 161 4
W 245-290 45 TNP TNP 0.0 1.3 MW-32 76 61.5 16.8 less-open 47 133 120 30 1
SE 116-165 49 TNP TNP 0.2 0.3 MW-32 77 61.6 16.7 less-open 45 166 153 63 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 78 61.8 16.5 less-open 48 125 112 22 3
E 70-115 45 TNP TNP 0.2 3.6 MW-32 79 61.9 16.4 less-open 49 142 129 39 1
SE 116-165 49 TNP TNP 0.1 0.3 MW-32 80 62.0 16.3 less-open 44 152 139 49 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 81 62.3 16.0 less-open 66 262 249 159 4
W 245-290 45 TNP TNP 0.3 1.0 MW-32 82 62.5 15.9 less-open 42 15 2
272 6
N 336-21 45 TNP TNP 0.2 62.5 MW-32 83 62.8 15.5 less-open 41 126 113 23 3
E 70-115 45 TNP TNP 0.4 1.0 MW-32 84 63.0 15.4 less-open 55 263 250 160 4
W 245-290 45 TNP TNP 0.1 0.7 MW-32 85 63.0 15.3 less-open 52 142 129 39 1
SE 116-165 49 TNP TNP 0.0 1.0 MW-32 86 63.2 15.1 less-open 43 138 125 35 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-32 87 63.7 14.7 less-open 52 151 138 48 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-32 88 64.1 14.2 less-open 43 137 124 34 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-32 89 64.3 14.0 less-open 40 146 133 43 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-32 90 64.9 13.5 less-open 43 151 138 48 1
SE 116-165 49 TNP TNP 0.6 0.6 MW-32 91 65.0 13.4 less-open 53 130 117 27 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 92 65.4 12.9 less-open 46 144 131 41 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-32 93 65.6 12.7 less-open 47 104 91 1
3 E
70-115 45 TNP TNP 0.2 2.8 MW-32 94 65.8 12.5 less-open 69 272 259 169 4
W 245-290 45 TNP TNP 0.2 2.8 MW-32 95 67.9 10.4 less-open 49 134 121 31 1
SE 116-165 49 TNP TNP 2.1 2.5 MW-32 96 68.3 10.0 less-open 50 127 114 24 3
E 70-115 45 TNP TNP 0.5 2.7 MW-32 97 68.8 9.6 less-open 51 137 124 34 1
SE 116-165 49 TNP TNP 0.4 0.9 MW-32 98 68.9 9.5 less-open 60 327 314 224 2
NW 291-335 44 TNP TNP 0.1 8.7 MW-32 99 69.2 9.2 less-open 54 134 121 31 1
SE 116-165 49 TNP TNP 0.3 0.4 MW-32 100 70.0 8.3 less-open 40 333 320 230 2
NW 291-335 44 TNP TNP 0.8 1.1 MW-32 101 70.3 8.1 less-open 54 133 120 30 1
SE 116-165 49 TNP TNP 0.3 1.1 MW-32 102 70.4 7.9 less-open 55 129 116 26 1
SE 116-165 49 7.1E-06 2.0E-02 0.2 0.2 MW-32 103 70.9 7.5 less-open 51 133 120 30 1
SE 116-165 49 7.1E-06 2.0E-02 0.4 0.4 MW-32 104 71.1 7.3 less-open 60 124 111 21 3
E 70-115 45 7.1E-06 2.0E-02 0.2 2.7 MW-32 105 71.6 6.7 less-open 45 131 118 28 1
SE 116-165 49 7.1E-06 2.0E-02 0.5 0.8 MW-32 106 71.9 6.5 less-open 53 116 103 13 3
E 70-115 45 7.1E-06 2.0E-02 0.3 0.8 MW-32 107 72.4 5.9 less-open 50 139 126 36 1
SE 116-165 49 7.1E-06 2.0E-02 0.6 0.8 MW-32 108 72.6 5.7 less-open 45 129 116 26 1
SE 116-165 49 7.1E-06 2.0E-02 0.2 0.2 MW-32 109 72.8 5.5 less-open 42 134 121 31 1
SE 116-165 49 7.1E-06 2.0E-02 0.2 0.2 MW-32 110 72.9 5.4 less-open 45 131 118 28 1
SE 116-165 49 7.1E-06 2.0E-02 0.1 0.1 MW-32 111 73.1 5.2 less-open 59 312 299 209 2
NW 291-335 44 7.1E-06 2.0E-02 0.2 3.1 MW-32 112 73.4 4.9 less-open 40 133 120 30 1
SE 116-165 49 7.1E-06 2.0E-02 0.3 0.5 MW-32 113 74.3 4.0 less-open 50 137 124 34 1
SE 116-165 49 7.1E-06 2.0E-02 0.9 0.9 MW-32 114 74.6 3.8 less-open 48 309 296 206 2
NW 291-335 44 7.1E-06 2.0E-02 0.3 1.5 MW-32 115 74.9 3.4 less-open 42 130 117 27 1
SE 116-165 49 7.1E-06 2.0E-02 0.3 0.6 MW-32 116 76.0 2.4 less-open 44 139 126 36 1
SE 116-165 49 7.1E-06 2.0E-02 1.1 1.1 MW-32 117 76.0 2.3 less-open 50 337 324 234 2
NW 291-335 44 7.1E-06 2.0E-02 0.0 1.5 MW-32 118 76.9 1.5 less-open 49 320 307 217 2
NW 291-335 44 7.1E-06 2.0E-02 0.8 0.8 MW-32 119 77.0 1.4 less-open 37 149 136 46 1
SE 116-165 49 7.1E-06 2.0E-02 0.1 1.0 MW-32 120 77.5 0.9 less-open 27 189 176 86 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.5 MW-32 121 77.8 0.6 less-open 54 117 104 14 3
E 70-115 45 7.1E-06 2.0E-02 0.3 5.9 MW-32 122 78.0 0.4 less-open 44 143 130 40 1
SE 116-165 49 7.1E-06 2.0E-02 0.2 1.0 MW-32 123 78.2 0.1 less-open 47 5
352 262 6
N 336-21 45 7.1E-06 2.0E-02 0.2 15.7 MW-32 124 78.2 0.1 less-open 40 136 123 33 1
SE 116-165 49 7.1E-06 2.0E-02 0.0 0.3 MW-32 125 78.6
-0.3 less-open 37 144 131 41 1
SE 116-165 49 7.1E-06 2.0E-02 0.4 0.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 7 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 126 79.7
-1.3 less-open 37 152 139 49 1
SE 116-165 49 7.1E-06 2.0E-02 1.1 1.1 MW-32 127 80.1
-1.7 less-open 55 141 128 38 1
SE 116-165 49 7.1E-06 2.0E-02 0.4 0.4 MW-32 128 80.5
-2.1 less-open 77 300 287 197 4
W 245-290 45 1.1E-04 3.0E-01 0.4 14.7 MW-32 129 81.1
-2.8 less-open 76 291 278 188 4
W 245-290 45 1.1E-04 3.0E-01 0.6 0.6 MW-32 130 81.4
-3.0 less-open 26 191 178 88 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.2 MW-32 131 81.9
-3.6 less-open 34 270 257 167 4
W 245-290 45 1.1E-04 3.0E-01 0.6 0.8 MW-32 132 82.2
-3.8 less-open 40 159 146 56 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 2.1 MW-32 133 82.4
-4.1 less-open 65 280 267 177 4
W 245-290 45 1.1E-04 3.0E-01 0.3 0.5 MW-32 134 83.4
-5.1 less-open 39 262 249 159 4
W 245-290 45 1.1E-04 3.0E-01 1.0 1.0 MW-32 135 83.9
-5.6 less-open 71 280 267 177 4
W 245-290 45 1.1E-04 3.0E-01 0.5 0.5 MW-32 136 84.0
-5.6 less-open 70 273 260 170 4
W 245-290 45 1.1E-04 3.0E-01 0.1 0.1 MW-32 137 84.6
-6.2 less-open 63 303 290 200 4
W 245-290 45 1.1E-04 3.0E-01 0.6 0.6 MW-32 138 84.7
-6.4 less-open 65 266 253 163 4
W 245-290 45 1.1E-04 3.0E-01 0.1 0.1 MW-32 139 85.6
-7.2 less-open 64 293 280 190 4
W 245-290 45 1.1E-04 3.0E-01 0.9 0.9 MW-32 140 85.8
-7.5 less-open 61 289 276 186 4
W 245-290 45 1.1E-04 3.0E-01 0.2 0.2 MW-32 141 86.1
-7.8 less-open 53 310 297 207 2
NW 291-335 44 1.1E-04 3.0E-01 0.3 9.3 MW-32 142 86.3
-7.9 less-open 54 281 268 178 4
W 245-290 45 1.1E-04 3.0E-01 0.1 0.5 MW-32 143 86.7
-8.4 less-open 58 290 277 187 4
W 245-290 45 1.1E-04 3.0E-01 0.5 0.5 MW-32 144 87.0
-8.7 less-open 43 329 316 226 2
NW 291-335 44 1.1E-04 3.0E-01 0.3 0.9 MW-32 145 87.0
-8.7 less-open 47 141 128 38 1
SE 116-165 49 1.1E-04 3.0E-01 0.0 4.8 MW-32 146 87.3
-8.9 less-open 42 166 153 63 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 0.2 MW-32 147 87.8
-9.4 less-open 50 310 297 207 2
NW 291-335 44 1.1E-04 3.0E-01 0.5 0.8 MW-32 148 87.8
-9.5 less-open 61 278 265 175 4
W 245-290 45 1.1E-04 3.0E-01 0.0 1.1 MW-32 149 88.6
-10.3 less-open 55 274 261 171 4
W 245-290 45 1.1E-04 3.0E-01 0.8 0.8 MW-32 150 88.8
-10.5 less-open 62 170 157 67 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 1.5 MW-32 151 88.9
-10.5 less-open 59 271 258 168 4
W 245-290 45 1.1E-04 3.0E-01 0.0 0.3 MW-32 152 89.6
-11.3 less-open 47 171 158 68 1
SE 116-165 49 1.1E-04 3.0E-01 0.8 0.8 MW-32 153 89.9
-11.6 less-open 58 304 291 201 2
NW 291-335 44 1.1E-04 3.0E-01 0.3 2.1 MW-32 154 90.4
-12.1 less-open 57 296 283 193 4
W 245-290 45 TNP TNP 0.5 1.5 MW-32 155 90.7
-12.4 less-open 57 44 31 301 NSR NSR NSR NSR TNP TNP 0.3 MW-32 156 91.2
-12.8 less-open 53 288 275 185 4
W 245-290 45 TNP TNP 0.5 0.8 MW-32 157 91.7
-13.4 less-open 55 292 279 189 4
W 245-290 45 TNP TNP 0.6 0.6 MW-32 158 92.4
-14.0 less-open 47 274 261 171 4
W 245-290 45 TNP TNP 0.6 0.6 MW-32 159 92.8
-14.5 less-open 45 6
353 263 6
N 336-21 45 TNP TNP 0.5 14.6 MW-32 160 93.0
-14.6 less-open 52 294 281 191 4
W 245-290 45 TNP TNP 0.1 0.6 MW-32 161 93.9
-15.6 less-open 67 130 117 27 1
SE 116-165 49 TNP TNP 0.9 4.3 MW-32 162 94.7
-16.3 less-open 44 188 175 85 5
S 166-200 34 TNP TNP 0.8 45.7 MW-32 163 94.8
-16.5 less-open 42 163 150 60 1
SE 116-165 49 TNP TNP 0.1 0.9 MW-32 164 95.6
-17.3 less-open 24 356 343 253 NSR NSR NSR NSR TNP TNP 0.8 MW-32 165 95.8
-17.5 less-open 37 107 94 4
3 E
70-115 45 TNP TNP 0.2 18.0 MW-32 166 96.3
-18.0 less-open 39 174 161 71 1
SE 116-165 49 TNP TNP 0.5 1.5 MW-32 167 96.5
-18.2 less-open 32 356 343 253 NSR NSR NSR NSR TNP TNP 0.2 MW-32 168 96.8
-18.5 less-open 64 122 109 19 3
E 70-115 45 TNP TNP 0.3 1.0 MW-32 169 97.6
-19.2 less-open 49 166 153 63 1
SE 116-165 49 TNP TNP 0.8 1.3 MW-32 170 98.2
-19.9 less-open 60 327 314 224 2
NW 291-335 44 TNP TNP 0.6 8.3 MW-32 171 98.4
-20.0 less-open 56 330 317 227 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-32 172 98.5
-20.1 less-open 39 156 143 53 1
SE 116-165 49 TNP TNP 0.1 0.9 MW-32 173 98.8
-20.5 less-open 36 196 183 93 5
S 166-200 34 TNP TNP 0.3 4.1 MW-32 174 98.9
-20.6 less-open 52 338 325 235 2
NW 291-335 44 TNP TNP 0.1 0.5 MW-32 175 99.8
-21.5 less-open 36 360 347 257 6
N 336-21 45 TNP TNP 0.9 7.0 MW-32 176 100.0
-21.7 less-open 37 152 139 49 1
SE 116-165 49 TNP TNP 0.2 1.5 MW-32 177 100.1
-21.7 less-open 42 156 143 53 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 178 100.5
-22.2 less-open 54 151 138 48 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-32 179 100.9
-22.6 less-open 45 149 136 46 1
SE 116-165 49 TNP TNP 0.4 0.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 8 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 180 101.8
-23.5 less-open 49 169 156 66 1
SE 116-165 49 TNP TNP 0.9 0.9 MW-32 181 102.0
-23.7 less-open 50 162 149 59 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-32 182 102.7
-24.3 less-open 82 117 104 14 NSR NSR NSR NSR TNP TNP 0.7 MW-32 183 102.8
-24.5 less-open 42 124 111 21 3
E 70-115 45 TNP TNP 0.1 6.0 MW-32 184 103.8
-25.4 less-open 45 156 143 53 1
SE 116-165 49 TNP TNP 1.0 1.8 MW-32 185 104.0
-25.7 less-open 48 159 146 56 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 186 104.7
-26.3 less-open 66 348 335 245 2
NW 291-335 44 TNP TNP 0.6 5.8 MW-32 187 105.1
-26.8 less-open 51 325 312 222 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-32 188 105.3
-27.0 less-open 39 141 128 38 1
SE 116-165 49 TNP TNP 0.2 1.3 MW-32 189 106.0
-27.6 less-open 80 183 170 80 5
S 166-200 34 TNP TNP 0.7 7.2 MW-32 190 106.1
-27.7 less-open 79 180 167 77 5
S 166-200 34 TNP TNP 0.1 0.1 MW-32 191 106.6
-28.3 less-open 40 155 142 52 1
SE 116-165 49 TNP TNP 0.5 1.3 MW-32 192 106.8
-28.5 less-open 61 346 333 243 2
NW 291-335 44 TNP TNP 0.2 1.7 MW-32 193 107.4
-29.0 less-open 36 138 125 35 1
SE 116-165 49 TNP TNP 0.6 0.8 MW-32 194 107.4
-29.0 less-open 64 321 308 218 2
NW 291-335 44 TNP TNP 0.0 0.6 MW-32 195 107.9
-29.6 less-open 40 150 137 47 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-32 196 108.3
-30.0 less-open 42 161 148 58 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-32 197 108.6
-30.3 less-open 36 148 135 45 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-32 198 109.1
-30.7 less-open 39 130 117 27 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-32 199 109.5
-31.2 less-open 52 131 118 28 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-32 200 109.8
-31.4 less-open 57 343 330 240 2
NW 291-335 44 TNP TNP 0.3 2.4 MW-32 201 110.1
-31.7 less-open 36 165 152 62 1
SE 116-165 49 TNP TNP 0.3 0.6 MW-32 202 110.1
-31.7 less-open 66 118 105 15 3
E 70-115 45 TNP TNP 0.0 7.3 MW-32 203 110.2
-31.8 less-open 47 127 114 24 3
E 70-115 45 TNP TNP 0.1 0.1 MW-32 204 110.9
-32.6 less-open 64 134 121 31 1
SE 116-165 49 TNP TNP 0.8 0.9 MW-32 205 111.1
-32.8 less-open 78 118 105 15 3
E 70-115 45 TNP TNP 0.2 0.9 MW-32 206 111.8
-33.4 less-open 45 304 291 201 2
NW 291-335 44 TNP TNP 0.7 2.0 MW-32 207 112.1
-33.7 less-open 61 118 105 15 3
E 70-115 45 TNP TNP 0.3 1.0 MW-32 208 112.3
-34.0 less-open 61 128 115 25 3
E 70-115 45 TNP TNP 0.3 0.3 MW-32 209 112.5
-34.1 less-open 45 143 130 40 1
SE 116-165 49 TNP TNP 0.2 1.5 MW-32 210 112.5
-34.2 less-open 63 269 256 166 4
W 245-290 45 TNP TNP 0.0 19.6 MW-32 211 113.2
-34.8 less-open 70 254 241 151 NSR NSR NSR NSR TNP TNP 0.7 MW-32 212 113.2
-34.9 less-open 39 161 148 58 1
SE 116-165 49 TNP TNP 0.1 0.7 MW-32 213 113.2
-34.9 less-open 68 278 265 175 4
W 245-290 45 TNP TNP 0.0 0.7 MW-32 214 113.7
-35.3 less-open 67 275 262 172 4
W 245-290 45 TNP TNP 0.5 0.5 MW-32 215 114.1
-35.8 less-open 47 130 117 27 1
SE 116-165 49 TNP TNP 0.5 0.9 MW-32 216 114.5
-36.2 less-open 46 144 131 41 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-32 217 114.9
-36.5 less-open 56 262 249 159 4
W 245-290 45 TNP TNP 0.3 1.2 MW-32 218 115.2
-36.9 less-open 65 260 247 157 4
W 245-290 45 TNP TNP 0.4 0.4 MW-32 219 115.6
-37.2 less-open 46 153 140 50 1
SE 116-165 49 TNP TNP 0.4 1.0 MW-32 220 116.8
-38.4 less-open 45 161 148 58 1
SE 116-165 49 TNP TNP 1.2 1.2 MW-32 221 117.6
-39.2 less-open 48 108 95 5
3 E
70-115 45 1.1E-04 3.0E-01 0.8 5.2 MW-32 222 118.2
-39.8 less-open 62 109 96 6
3 E
70-115 45 1.1E-04 3.0E-01 0.6 0.6 MW-32 223 119.2
-40.9 less-open 48 134 121 31 1
SE 116-165 49 1.1E-04 3.0E-01 1.1 2.5 MW-32 224 119.4
-41.1 less-open 59 339 326 236 2
NW 291-335 44 1.1E-04 3.0E-01 0.2 7.6 MW-32 225 119.6
-41.3 less-open 39 152 139 49 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 0.4 MW-32 226 119.9
-41.5 less-open 41 134 121 31 1
SE 116-165 49 1.1E-04 3.0E-01 0.3 0.3 MW-32 227 120.1
-41.8 less-open 36 136 123 33 1
SE 116-165 49 1.1E-04 3.0E-01 0.3 0.3 MW-32 228 120.2
-41.8 less-open 74 278 265 175 4
W 245-290 45 1.1E-04 3.0E-01 0.1 5.0 MW-32 229 120.6
-42.3 less-open 35 158 145 55 1
SE 116-165 49 1.1E-04 3.0E-01 0.4 0.5 MW-32 230 121.3
-42.9 less-open 70 101 88 358 3
E 70-115 45 1.1E-04 3.0E-01 0.7 3.1 MW-32 231 121.7
-43.4 less-open 55 293 280 190 4
W 245-290 45 1.1E-04 3.0E-01 0.4 1.5 MW-32 232 122.0
-43.7 less-open 61 113 100 10 3
E 70-115 45 1.1E-04 3.0E-01 0.3 0.8 MW-32 233 122.1
-43.8 less-open 58 334 321 231 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 2.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 9 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 234 122.2
-43.8 less-open 60 119 106 16 3
E 70-115 45 1.1E-04 3.0E-01 0.1 0.2 MW-32 235 122.4
-44.1 less-open 60 112 99 9
3 E
70-115 45 1.1E-04 3.0E-01 0.2 0.2 MW-32 236 123.1
-44.7 less-open 40 128 115 25 3
E 70-115 45 1.1E-04 3.0E-01 0.6 0.6 MW-32 237 123.3
-44.9 less-open 59 110 97 7
3 E
70-115 45 1.1E-04 3.0E-01 0.2 0.2 MW-32 238 123.4
-45.1 less-open 65 296 283 193 4
W 245-290 45 1.1E-04 3.0E-01 0.1 1.7 MW-32 239 123.5
-45.2 less-open 44 134 121 31 1
SE 116-165 49 1.1E-04 3.0E-01 0.1 2.9 MW-32 240 124.0
-45.7 less-open 66 286 273 183 4
W 245-290 45 1.1E-04 3.0E-01 0.5 0.6 MW-32 241 124.2
-45.8 less-open 47 131 118 28 1
SE 116-165 49 1.1E-04 3.0E-01 0.1 0.6 MW-32 242 124.6
-46.3 less-open 49 124 111 21 3
E 70-115 45 1.1E-04 3.0E-01 0.4 1.3 MW-32 243 125.3
-47.0 less-open 39 166 153 63 1
SE 116-165 49 1.1E-04 3.0E-01 0.7 1.2 MW-32 244 125.7
-47.4 less-open 55 143 130 40 1
SE 116-165 49 1.1E-04 3.0E-01 0.4 0.4 MW-32 245 125.8
-47.4 less-open 53 351 338 248 6
N 336-21 45 1.1E-04 3.0E-01 0.1 26.0 MW-32 246 126.4
-48.1 less-open 55 5
352 262 6
N 336-21 45 1.1E-04 3.0E-01 0.6 0.6 MW-32 247 126.5
-48.1 less-open 55 118 105 15 3
E 70-115 45 1.1E-04 3.0E-01 0.0 1.9 MW-32 248 126.9
-48.5 less-open 57 128 115 25 3
E 70-115 45 1.1E-04 3.0E-01 0.4 0.4 MW-32 249 127.4
-49.1 less-open 62 338 325 235 2
NW 291-335 44 TNP TNP 0.5 5.3 MW-32 250 127.5
-49.2 less-open 54 141 128 38 1
SE 116-165 49 TNP TNP 0.1 1.8 MW-32 251 127.9
-49.6 less-open 59 123 110 20 3
E 70-115 45 TNP TNP 0.4 1.1 MW-32 252 128.5
-50.1 less-open 60 137 124 34 1
SE 116-165 49 TNP TNP 0.5 0.9 MW-32 253 129.0
-50.7 less-open 60 114 101 11 3
E 70-115 45 TNP TNP 0.5 1.1 MW-32 254 129.1
-50.7 less-open 51 347 334 244 2
NW 291-335 44 TNP TNP 0.1 1.7 MW-32 255 129.7
-51.4 less-open 58 109 96 6
3 E
70-115 45 TNP TNP 0.7 0.7 MW-32 256 129.7
-51.4 less-open 52 322 309 219 2
NW 291-335 44 TNP TNP 0.0 0.7 MW-32 257 130.2
-51.8 less-open 58 112 99 9
3 E
70-115 45 TNP TNP 0.4 0.4 MW-32 258 130.4
-52.1 less-open 54 116 103 13 3
E 70-115 45 TNP TNP 0.3 0.3 MW-32 259 130.5
-52.2 less-open 54 123 110 20 3
E 70-115 45 TNP TNP 0.1 0.1 MW-32 260 130.8
-52.5 less-open 57 110 97 7
3 E
70-115 45 TNP TNP 0.3 0.3 MW-32 261 132.0
-53.6 less-open 57 119 106 16 3
E 70-115 45 3.5E-04 1.0E+00 1.1 1.1 MW-32 262 132.8
-54.4 less-open 55 120 107 17 3
E 70-115 45 3.5E-04 1.0E+00 0.8 0.8 MW-32 263 132.9
-54.5 less-open 56 232 219 129 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.1 MW-32 264 133.1
-54.8 less-open 52 132 119 29 1
SE 116-165 49 3.5E-04 1.0E+00 0.2 4.6 MW-32 265 133.2
-54.9 less-open 58 342 329 239 2
NW 291-335 44 3.5E-04 1.0E+00 0.1 3.5 MW-32 266 134.1
-55.7 less-open 40 305 292 202 2
NW 291-335 44 3.5E-04 1.0E+00 0.9 0.9 MW-32 267 134.2
-55.9 less-open 73 118 105 15 3
E 70-115 45 3.5E-04 1.0E+00 0.2 1.5 MW-32 268 134.6
-56.3 less-open 63 287 274 184 4
W 245-290 45 3.5E-04 1.0E+00 0.3 10.6 MW-32 269 134.8
-56.5 less-open 49 153 140 50 1
SE 116-165 49 3.5E-04 1.0E+00 0.2 1.7 MW-32 270 135.3
-56.9 less-open 49 140 127 37 1
SE 116-165 49 3.5E-04 1.0E+00 0.5 0.5 MW-32 271 135.5
-57.2 less-open 51 127 114 24 3
E 70-115 45 3.5E-04 1.0E+00 0.2 1.3 MW-32 272 135.6
-57.2 less-open 74 331 318 228 2
NW 291-335 44 3.5E-04 1.0E+00 0.0 1.5 MW-32 273 136.0
-57.7 less-open 51 284 271 181 4
W 245-290 45 3.5E-04 1.0E+00 0.5 1.4 MW-32 274 136.3
-57.9 less-open 47 297 284 194 4
W 245-290 45 3.5E-04 1.0E+00 0.2 0.2 MW-32 275 136.6
-58.3 less-open 36 154 141 51 1
SE 116-165 49 3.5E-04 1.0E+00 0.4 1.3 MW-32 276 136.8
-58.4 less-open 63 278 265 175 4
W 245-290 45 3.5E-04 1.0E+00 0.1 0.5 MW-32 277 136.8
-58.5 less-open 45 117 104 14 3
E 70-115 45 3.5E-04 1.0E+00 0.1 1.3 MW-32 278 137.1
-58.8 less-open 54 300 287 197 4
W 245-290 45 3.5E-04 1.0E+00 0.3 0.4 MW-32 279 137.5
-59.2 less-open 46 316 303 213 2
NW 291-335 44 3.5E-04 1.0E+00 0.4 1.9 MW-32 280 138.0
-59.7 less-open 60 101 88 358 3
E 70-115 45 3.5E-04 1.0E+00 0.5 1.2 MW-32 281 138.6
-60.3 less-open 53 126 113 23 3
E 70-115 45 3.5E-04 1.0E+00 0.6 0.6 MW-32 282 138.7
-60.3 less-open 73 113 100 10 3
E 70-115 45 3.5E-04 1.0E+00 0.0 0.0 MW-32 283 139.3
-60.9 less-open 64 320 307 217 2
NW 291-335 44 3.5E-04 1.0E+00 0.6 1.8 MW-32 284 139.5
-61.1 less-open 57 116 103 13 3
E 70-115 45 3.5E-04 1.0E+00 0.2 0.8 MW-32 285 139.7
-61.3 less-open 57 289 276 186 4
W 245-290 45 3.5E-04 1.0E+00 0.2 2.5 MW-32 286 140.0
-61.6 less-open 53 111 98 8
3 E
70-115 45 3.5E-04 1.0E+00 0.3 0.5 MW-32 287 140.4
-62.1 less-open 63 123 110 20 3
E 70-115 45 3.5E-04 1.0E+00 0.5 0.5 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 10 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 288 140.6
-62.3 less-open 81 293 280 190 4
W 245-290 45 3.5E-04 1.0E+00 0.2 0.9 MW-32 289 141.0
-62.6 less-open 52 119 106 16 3
E 70-115 45 3.5E-04 1.0E+00 0.4 0.5 MW-32 290 141.2
-62.9 less-open 46 104 91 1
3 E
70-115 45 3.5E-04 1.0E+00 0.2 0.2 MW-32 291 141.5
-63.1 less-open 53 87 74 344 3
E 70-115 45 TNP TNP 0.3 0.3 MW-32 292 141.6
-63.3 less-open 73 307 294 204 2
NW 291-335 44 TNP TNP 0.1 2.3 MW-32 293 141.7
-63.3 less-open 58 94 81 351 3
E 70-115 45 TNP TNP 0.1 0.2 MW-32 294 141.9
-63.6 less-open 31 94 81 351 NSR NSR NSR NSR TNP TNP 0.3 MW-32 295 142.1
-63.8 less-open 57 93 80 350 3
E 70-115 45 TNP TNP 0.2 0.4 MW-32 296 142.5
-64.2 less-open 49 122 109 19 3
E 70-115 45 TNP TNP 0.4 0.4 MW-32 297 143.1
-64.8 less-open 63 123 110 20 3
E 70-115 45 TNP TNP 0.6 0.6 MW-32 298 143.6
-65.3 less-open 73 119 106 16 3
E 70-115 45 TNP TNP 0.5 0.5 MW-32 299 144.2
-65.9 less-open 53 109 96 6
3 E
70-115 45 TNP TNP 0.6 0.6 MW-32 300 144.8
-66.4 less-open 55 144 131 41 1
SE 116-165 49 TNP TNP 0.5 8.1 MW-32 301 144.8
-66.5 less-open 55 128 115 25 3
E 70-115 45 TNP TNP 0.1 0.6 MW-32 302 145.4
-67.1 less-open 50 131 118 28 1
SE 116-165 49 TNP TNP 0.6 0.6 MW-32 303 145.4
-67.1 less-open 72 355 342 252 6
N 336-21 45 TNP TNP 0.0 19.0 MW-32 304 146.1
-67.8 less-open 60 129 116 26 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-32 305 146.2
-67.9 less-open 44 148 135 45 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-32 306 147.4
-69.0 less-open 53 302 289 199 4
W 245-290 45 TNP TNP 1.2 6.8 MW-32 307 147.7
-69.4 less-open 48 136 123 33 1
SE 116-165 49 TNP TNP 0.3 1.5 MW-32 308 148.3
-69.9 less-open 50 123 110 20 3
E 70-115 45 TNP TNP 0.5 3.4 MW-32 309 148.7
-70.4 less-open 45 167 154 64 1
SE 116-165 49 1.4E-04 4.0E-01 0.5 1.0 MW-32 310 149.0
-70.7 less-open 48 126 113 23 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.8 MW-32 311 149.2
-70.9 less-open 56 105 92 2
3 E
70-115 45 1.4E-04 4.0E-01 0.2 0.2 MW-32 312 149.5
-71.1 less-open 62 94 81 351 3
E 70-115 45 1.4E-04 4.0E-01 0.2 0.2 MW-32 313 150.0
-71.7 less-open 72 105 92 2
3 E
70-115 45 1.4E-04 4.0E-01 0.5 0.5 MW-32 314 150.0
-71.7 less-open 46 347 334 244 2
NW 291-335 44 1.4E-04 4.0E-01 0.0 8.4 MW-32 315 150.1
-71.8 less-open 37 101 88 358 3
E 70-115 45 1.4E-04 4.0E-01 0.1 0.1 MW-32 316 150.3
-72.0 less-open 30 73 60 330 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 MW-32 317 151.1
-72.8 less-open 29 163 150 60 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.8 MW-32 318 151.6
-73.2 less-open 44 119 106 16 3
E 70-115 45 1.4E-04 4.0E-01 0.4 1.5 MW-32 319 151.9
-73.5 less-open 58 128 115 25 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.3 MW-32 320 152.4
-74.1 less-open 11 64 51 321 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.5 MW-32 321 152.8
-74.5 less-open 48 119 106 16 3
E 70-115 45 1.4E-04 4.0E-01 0.4 0.9 MW-32 322 153.2
-74.9 less-open 52 114 101 11 3
E 70-115 45 1.4E-04 4.0E-01 0.4 0.4 MW-32 323 153.6
-75.2 less-open 43 124 111 21 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.3 MW-32 324 153.8
-75.5 less-open 77 100 87 357 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.3 MW-32 325 155.0
-76.7 less-open 32 351 338 248 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.2 MW-32 326 155.7
-77.4 less-open 25 17 4
274 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.7 MW-32 327 156.4
-78.1 less-open 39 347 334 244 2
NW 291-335 44 1.4E-04 4.0E-01 0.7 6.4 MW-32 328 156.8
-78.5 less-open 51 128 115 25 3
E 70-115 45 1.4E-04 4.0E-01 0.4 3.0 MW-32 329 157.4
-79.1 less-open 50 134 121 31 1
SE 116-165 49 1.4E-04 4.0E-01 0.6 8.7 MW-32 330 157.8
-79.5 less-open 16 338 325 235 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.4 MW-32 331 158.5
-80.2 less-open 47 118 105 15 3
E 70-115 45 TNP TNP 0.7 1.7 MW-32 332 159.0
-80.7 less-open 58 101 88 358 3
E 70-115 45 TNP TNP 0.5 0.5 MW-32 333 160.2
-81.9 less-open 58 87 74 344 3
E 70-115 45 TNP TNP 1.2 1.2 MW-32 334 161.7
-83.4 less-open 19 43 30 300 NSR NSR NSR NSR TNP TNP 1.5 MW-32 335 162.0
-83.7 less-open 26 350 337 247 NSR NSR NSR NSR TNP TNP 0.3 MW-32 336 163.2
-84.8 less-open 42 304 291 201 2
NW 291-335 44 TNP TNP 1.2 6.8 MW-32 337 163.4
-85.0 less-open 47 318 305 215 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-32 338 164.4
-86.0 less-open 77 310 297 207 2
NW 291-335 44 TNP TNP 1.0 1.0 MW-32 339 165.1
-86.8 less-open 47 342 329 239 2
NW 291-335 44 TNP TNP 0.8 0.8 MW-32 340 165.7
-87.4 less-open 27 30 17 287 NSR NSR NSR NSR TNP TNP 0.6 MW-32 341 166.1
-87.7 less-open 44 128 115 25 3
E 70-115 45 TNP TNP 0.4 5.8 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 11 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 342 167.0
-88.7 less-open 68 94 81 351 3
E 70-115 45 TNP TNP 0.9 0.9 MW-32 343 167.1
-88.8 less-open 52 299 286 196 4
W 245-290 45 TNP TNP 0.1 19.8 MW-32 344 167.2
-88.9 less-open 51 104 91 1
3 E
70-115 45 TNP TNP 0.1 0.2 MW-32 345 168.0
-89.7 less-open 80 319 306 216 2
NW 291-335 44 TNP TNP 0.8 2.9 MW-32 346 168.6
-90.3 less-open 67 103 90 0
3 E
70-115 45 TNP TNP 0.6 1.4 MW-32 347 168.8
-90.5 less-open 70 290 277 187 4
W 245-290 45 TNP TNP 0.2 1.7 MW-32 348 168.9
-90.6 less-open 38 132 119 29 1
SE 116-165 49 TNP TNP 0.1 11.5 MW-32 349 169.3
-91.0 less-open 76 298 285 195 4
W 245-290 45 TNP TNP 0.4 0.5 MW-32 350 169.5
-91.1 less-open 32 3
350 260 NSR NSR NSR NSR TNP TNP 0.1 MW-32 351 169.8
-91.5 less-open 49 123 110 20 3
E 70-115 45 TNP TNP 0.4 1.2 MW-32 352 170.4
-92.0 less-open 51 117 104 14 3
E 70-115 45 3.9E-04 1.1E+00 0.5 0.5 MW-32 353 170.5
-92.1 less-open 40 335 322 232 2
NW 291-335 44 3.9E-04 1.1E+00 0.1 2.5 MW-32 354 170.6
-92.3 less-open 33 325 312 222 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.2 MW-32 355 170.9
-92.5 less-open 37 338 325 235 2
NW 291-335 44 3.9E-04 1.1E+00 0.2 0.4 MW-32 356 171.5
-93.1 less-open 41 134 121 31 1
SE 116-165 49 3.9E-04 1.1E+00 0.6 2.6 MW-32 357 172.0
-93.7 less-open 48 103 90 0
3 E
70-115 45 3.9E-04 1.1E+00 0.5 1.6 MW-32 358 172.0
-93.7 less-open 36 342 329 239 2
NW 291-335 44 3.9E-04 1.1E+00 0.0 1.2 MW-32 359 172.2
-93.9 less-open 49 357 344 254 6
N 336-21 45 3.9E-04 1.1E+00 0.2 26.8 MW-32 360 172.3
-93.9 less-open 54 108 95 5
3 E
70-115 45 3.9E-04 1.1E+00 0.1 0.3 MW-32 361 173.8
-95.4 less-open 63 312 299 209 2
NW 291-335 44 3.9E-04 1.1E+00 1.5 1.7 MW-32 362 174.2
-95.9 less-open 39 126 113 23 3
E 70-115 45 3.9E-04 1.1E+00 0.4 1.9 MW-32 363 174.6
-96.2 less-open 50 129 116 26 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 3.1 MW-32 364 174.6
-96.3 less-open 50 321 308 218 2
NW 291-335 44 3.9E-04 1.1E+00 0.1 0.9 MW-32 365 174.8
-96.5 less-open 55 110 97 7
3 E
70-115 45 3.9E-04 1.1E+00 0.2 0.6 MW-32 366 174.8
-96.5 less-open 21 6
353 263 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.0 MW-32 367 175.0
-96.7 less-open 57 124 111 21 3
E 70-115 45 3.9E-04 1.1E+00 0.2 0.2 MW-32 368 175.2
-96.8 less-open 50 116 103 13 3
E 70-115 45 3.9E-04 1.1E+00 0.1 0.1 MW-32 369 175.3
-97.0 less-open 48 119 106 16 3
E 70-115 45 3.9E-04 3.5E-05 1.1E+00 1.0E-01 0.1 0.1 MW-32 370 176.0
-97.6 less-open 61 110 97 7
3 E
70-115 45 3.9E-04 3.5E-05 1.1E+00 1.0E-01 0.7 0.7 MW-32 371 177.2
-98.9 less-open 58 110 97 7
3 E
70-115 45 3.9E-04 3.5E-05 1.1E+00 1.0E-01 1.2 1.2 MW-32 372 178.1
-99.8 less-open 63 109 96 6
3 E
70-115 45 3.9E-04 3.5E-05 1.1E+00 1.0E-01 0.9 0.9 MW-32 373 178.8
-100.5 less-open 35 45 32 302 NSR NSR NSR NSR 3.9E-04 3.5E-05 1.1E+00 1.0E-01 0.7 MW-32 374 179.7
-101.4 less-open 24 23 10 280 NSR NSR NSR NSR 3.9E-04 3.5E-05 1.1E+00 1.0E-01 0.9 MW-32 375 180.2
-101.9 less-open 68 12 359 269 6
N 336-21 45 3.9E-04 3.5E-05 1.1E+00 1.0E-01 0.5 8.0 MW-32 376 180.5
-102.2 less-open 47 169 156 66 1
SE 116-165 49 3.5E-05 1.0E-01 0.3 6.0 MW-32 377 181.3
-102.9 less-open 39 40 27 297 NSR NSR NSR NSR 3.5E-05 1.0E-01 0.7 MW-32 378 181.6
-103.3 less-open 63 107 94 4
3 E
70-115 45 3.5E-05 1.0E-01 0.3 3.5 MW-32 379 182.0
-103.6 less-open 36 3
350 260 6
N 336-21 45 3.5E-05 1.0E-01 0.4 1.8 MW-32 380 182.0
-103.7 less-open 28 53 40 310 NSR NSR NSR NSR 3.5E-05 1.0E-01 0.1 MW-32 381 182.4
-104.1 less-open 39 103 90 0
3 E
70-115 45 3.5E-05 1.0E-01 0.4 0.8 MW-32 382 182.5
-104.2 less-open 39 100 87 357 3
E 70-115 45 3.5E-05 1.0E-01 0.2 0.2 MW-32 383 182.7
-104.4 less-open 28 137 124 34 NSR NSR NSR NSR 3.5E-05 1.0E-01 0.2 MW-32 384 182.9
-104.5 less-open 56 121 108 18 3
E 70-115 45 3.5E-05 1.0E-01 0.1 0.3 MW-32 385 183.5
-105.1 less-open 54 269 256 166 4
W 245-290 45 3.5E-05 1.0E-01 0.6 14.1 MW-32 386 183.5
-105.2 less-open 46 118 105 15 3
E 70-115 45 3.5E-05 1.0E-01 0.1 0.7 MW-32 387 183.8
-105.4 less-open 41 78 65 335 NSR NSR NSR NSR 3.5E-05 1.0E-01 0.2 MW-32 388 184.1
-105.8 less-open 45 77 64 334 NSR NSR NSR NSR 3.5E-05 1.0E-01 0.3 MW-32 389 184.3
-105.9 less-open 56 103 90 360 3
E 70-115 45 3.5E-05 1.0E-01 0.2 0.7 MW-32 390 184.4
-106.1 less-open 57 90 77 347 3
E 70-115 45 3.5E-05 1.0E-01 0.2 0.2 MW-32 391 184.5
-106.2 less-open 45 324 311 221 2
NW 291-335 44 3.5E-05 1.0E-01 0.1 9.9 MW-32 392 184.8
-106.5 less-open 59 113 100 10 3
E 70-115 45 3.5E-05 1.0E-01 0.3 0.4 MW-32 393 185.4
-107.0 less-open 60 87 74 344 3
E 70-115 45 1.4E-04 4.0E-01 0.6 0.6 MW-32 394 185.5
-107.2 less-open 60 87 74 344 3
E 70-115 45 1.4E-04 4.0E-01 0.2 0.2 MW-32 395 185.7
-107.4 less-open 46 93 80 350 3
E 70-115 45 1.4E-04 4.0E-01 0.2 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 12 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-32 396 185.8
-107.5 less-open 49 111 98 8
3 E
70-115 45 1.4E-04 4.0E-01 0.1 0.1 MW-32 397 185.9
-107.6 less-open 69 134 121 31 1
SE 116-165 49 1.4E-04 4.0E-01 0.1 5.4 MW-32 398 186.0
-107.6 less-open 59 302 289 199 4
W 245-290 45 1.4E-04 4.0E-01 0.0 2.5 MW-32 399 186.2
-107.9 less-open 43 95 82 352 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.4 MW-32 400 186.4
-108.1 less-open 42 115 102 12 3
E 70-115 45 1.4E-04 4.0E-01 0.2 0.2 MW-32 401 186.8
-108.4 less-open 53 326 313 223 2
NW 291-335 44 1.4E-04 4.0E-01 0.3 2.2 MW-32 402 186.8
-108.4 less-open 33 294 281 191 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.0 MW-32 403 186.9
-108.6 less-open 63 101 88 358 3
E 70-115 45 1.4E-04 4.0E-01 0.2 0.5 MW-32 404 187.4
-109.1 less-open 25 310 297 207 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.5 MW-32 405 187.8
-109.4 less-open 69 86 73 343 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.8 MW-32 406 188.0
-109.7 less-open 63 82 69 339 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.3 MW-32 407 188.8
-110.5 less-open 65 89 76 346 3
E 70-115 45 1.4E-04 4.0E-01 0.8 1.0 MW-32 408 189.1
-110.8 less-open 62 81 68 338 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.3 MW-32 409 190.2
-111.9 less-open 65 89 76 346 3
E 70-115 45 1.4E-04 4.0E-01 1.1 1.4 MW-32 410 190.7
-112.4 less-open 55 86 73 343 3
E 70-115 45 1.4E-04 4.0E-01 0.5 0.5 MW-32 411 191.3
-113.0 less-open 55 126 113 23 3
E 70-115 45 1.4E-04 4.0E-01 0.6 0.6 MW-32 412 191.8
-113.5 less-open 66 101 88 358 3
E 70-115 45 1.4E-04 4.0E-01 0.5 0.5 MW-32 413 191.9
-113.6 less-open 53 289 276 186 4
W 245-290 45 1.4E-04 4.0E-01 0.1 5.9 MW-32 414 192.1
-113.7 less-open 3
177 164 74 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 MW-32 415 192.3
-113.9 less-open 61 92 79 349 3
E 70-115 45 1.4E-04 4.0E-01 0.2 0.4 MW-32 416 192.6
-114.3 less-open 54 94 81 351 3
E 70-115 45 1.4E-04 4.0E-01 0.4 0.4 MW-32 417 193.4
-115.1 less-open 53 301 288 198 4
W 245-290 45 1.4E-04 4.0E-01 0.8 1.5 MW-32 418 193.4
-115.1 less-open 64 90 77 347 3
E 70-115 45 1.4E-04 4.0E-01 0.0 0.8 MW-32 419 193.6
-115.2 less-open 37 328 315 225 2
NW 291-335 44 1.4E-04 4.0E-01 0.1 6.8 MW-32 420 194.1
-115.8 less-open 51 80 67 337 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.6 MW-32 421 194.6
-116.2 less-open 60 317 304 214 2
NW 291-335 44 1.4E-04 4.0E-01 0.4 1.0 MW-32 422 194.8
-116.4 less-open 57 78 65 335 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 MW-32 423 195.1
-116.7 less-open 49 329 316 226 2
NW 291-335 44 1.4E-04 4.0E-01 0.3 0.5 MW-32 424 195.8
-117.4 less-open 43 355 342 252 6
N 336-21 45 TNP TNP 0.7 13.8 MW-32 425 196.5
-118.2 less-open 54 117 104 14 3
E 70-115 45 TNP TNP 0.8 3.1 MW-32 426 197.0
-118.6 less-open 5
123 110 20 NSR NSR NSR NSR TNP TNP 0.4 MW-32 427 197.5
-119.1 less-open 6
137 124 34 NSR NSR NSR NSR TNP TNP 0.5 MW-32 428 198.0
-119.6 less-open 3
166 153 63 NSR NSR NSR NSR TNP TNP 0.5 MW-32 429 198.1
-119.7 less-open 8
82 69 339 NSR NSR NSR NSR TNP TNP 0.1 MW-34 1
9.8 8.8 less-open 68 299 286 196 4
W 245-290 45 7.1E-05 2.0E-01 NA 9.8 MW-34 2
10.2 8.4 less-open 65 150 137 47 1
SE 116-165 49 7.1E-05 2.0E-01 0.4 10.2 MW-34 3
10.4 8.2 less-open 63 152 139 49 1
SE 116-165 49 7.1E-05 2.0E-01 0.2 0.2 MW-34 4
10.6 8.0 open 67 143 130 40 1
SE 116-165 49 7.1E-05 2.0E-01 0.2 0.2 MW-34 5
10.8 7.8 open 66 130 117 27 1
SE 116-165 49 7.1E-05 2.0E-01 0.3 0.3 MW-34 6
11.3 7.3 less-open 65 144 131 41 1
SE 116-165 49 7.1E-05 2.0E-01 0.5 0.5 MW-34 7
12.2 6.4 less-open 58 116 103 13 3
E 70-115 45 7.1E-05 2.0E-01 0.9 12.2 MW-34 8
12.5 6.1 less-open 74 332 319 229 2
NW 291-335 44 7.1E-05 2.0E-01 0.3 12.5 MW-34 9
13.2 5.4 less-open 64 147 134 44 1
SE 116-165 49 7.1E-05 2.0E-01 0.8 1.9 MW-34 10 13.2 5.4 less-open 77 321 308 218 2
NW 291-335 44 7.1E-05 2.0E-01 0.0 0.8 MW-34 11 13.5 5.1 less-open 58 106 93 3
3 E
70-115 45 7.1E-05 2.0E-01 0.3 1.4 MW-34 12 13.8 4.8 less-open 66 135 122 32 1
SE 116-165 49 7.1E-05 2.0E-01 0.3 0.6 MW-34 13 15.5 3.1 open 24 99 86 356 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.6 MW-34 14 15.6 3.0 open 17 341 328 238 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.1 MW-34 15 15.9 2.7 open 39 63 50 320 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.3 MW-34 16 16.0 2.6 open 29 48 35 305 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.2 MW-34 17 17.8 0.8 less-open 86 342 329 239 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.8 MW-34 18 18.3 0.3 less-open 72 228 215 125 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.5 MW-34 19 18.5 0.1 less-open 12 243 230 140 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.1 MW-34 20 19.5
-0.9 less-open 21 327 314 224 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.0 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 13 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-34 21 23.1
-4.5 less-open 25 130 117 27 NSR NSR NSR NSR 7.1E-05 2.0E-01 3.6 MW-34 22 24.9
-6.3 less-open 63 307 294 204 2
NW 291-335 44 7.1E-05 2.0E-01 1.8 11.7 MW-34 23 25.2
-6.6 less-open 30 67 54 324 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.3 MW-34 24 26.1
-7.5 less-open 80 151 138 48 1
SE 116-165 49 7.1E-05 2.0E-01 0.9 12.3 MW-34 25 27.4
-8.8 less-open 81 168 155 65 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.3 MW-34 26 27.8
-9.2 less-open 2
65 52 322 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.3 MW-35 1
9.2 9.4 less-open 54 180 167 77 5
S 166-200 34 1.4E-04 4.0E-01 NA 9.2 MW-35 2
9.3 9.3 less-open 51 182 169 79 5
S 166-200 34 1.4E-04 4.0E-01 0.2 0.2 MW-35 3
9.5 9.1 less-open 50 162 149 59 1
SE 116-165 49 1.4E-04 4.0E-01 0.1 9.5 MW-35 4
9.7 8.9 less-open 48 185 172 82 5
S 166-200 34 1.4E-04 4.0E-01 0.2 0.3 MW-35 5
11.8 6.8 less-open 70 206 193 103 5
S 166-200 34 1.4E-04 4.0E-01 2.1 2.1 MW-35 6
12.8 5.8 less-open 64 187 174 84 5
S 166-200 34 1.4E-04 4.0E-01 1.0 1.0 MW-35 7
13.7 4.9 less-open 10 71 58 328 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.9 MW-35 8
14.7 4.0 open 15 78 65 335 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.9 MW-35 9
15.8 2.8 less-open 48 209 196 106 5
S 166-200 34 1.4E-04 4.0E-01 1.1 3.0 MW-35 10 16.7 2.0 less-open 57 171 158 68 1
SE 116-165 49 1.4E-04 4.0E-01 0.9 7.2 MW-35 11 16.8 1.9 less-open 60 178 165 75 1
SE 116-165 49 1.4E-04 4.0E-01 0.1 0.1 MW-35 12 17.4 1.2 less-open 65 148 135 45 1
SE 116-165 49 1.4E-04 4.0E-01 0.6 0.6 MW-35 13 18.9
-0.3 less-open 59 78 65 335 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.5 MW-35 14 19.4
-0.7 less-open 56 133 120 30 1
SE 116-165 49 1.4E-04 4.0E-01 0.5 2.0 MW-35 15 20.8
-2.2 less-open 41 201 188 98 5
S 166-200 34 1.4E-04 4.0E-01 1.4 5.0 MW-35 16 20.9
-2.3 less-open 46 193 180 90 5
S 166-200 34 1.4E-04 4.0E-01 0.1 0.1 MW-35 17 21.0
-2.3 less-open 47 195 182 92 5
S 166-200 34 1.4E-04 4.0E-01 0.1 0.1 MW-35 18 21.2
-2.6 less-open 53 206 193 103 5
S 166-200 34 1.4E-04 4.0E-01 0.2 0.2 MW-35 19 21.6
-3.0 less-open 54 209 196 106 5
S 166-200 34 1.4E-04 4.0E-01 0.4 0.4 MW-35 20 24.5
-5.8 less-open 57 138 125 35 1
SE 116-165 49 1.4E-04 4.0E-01 2.9 5.1 MW-35 21 25.2
-6.6 less-open 48 201 188 98 5
S 166-200 34 1.4E-04 4.0E-01 0.7 3.6 MW-35 22 26.4
-7.8 less-open 29 107 94 4
NSR NSR NSR NSR 1.4E-04 4.0E-01 1.3 MW-35 23 26.5
-7.9 less-open 75 133 120 30 1
SE 116-165 49 1.4E-04 4.0E-01 0.0 2.0 MW-35 24 27.1
-8.5 less-open 78 119 106 16 3
E 70-115 45 1.4E-04 4.0E-01 0.7 27.1 MW-35 25 28.5
-9.9 less-open 5
120 107 17 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.4 MW-39 1
54.5 27.4 less-open 40 306 293 203 2
NW 291-335 44 TNP TNP NA 54.5 MW-39 2
55.5 26.3 less-open 20 333 320 230 NSR NSR NSR NSR TNP TNP 1.1 MW-39 3
55.9 25.9 less-open 64 123 110 20 3
E 70-115 45 TNP TNP 0.4 55.9 MW-39 4
56.6 25.3 less-open 84 184 171 81 NSR NSR NSR NSR TNP TNP 0.6 MW-39 5
59.7 22.2 less-open 46 140 127 37 1
SE 116-165 49 7.8E-03 2.2E+01 3.2 59.7 MW-39 6
62.1 19.8 less-open 36 264 251 161 4
W 245-290 45 7.8E-03 2.2E+01 2.4 62.1 MW-39 7
62.3 19.6 less-open 74 63 50 320 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.2 MW-39 8
62.5 19.4 less-open 31 127 114 24 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.2 MW-39 9
63.3 18.5 less-open 62 86 73 343 3
E 70-115 45 7.8E-03 2.2E+01 0.8 7.4 MW-39 10 63.4 18.4 less-open 34 287 274 184 4
W 245-290 45 7.8E-03 2.2E+01 0.1 1.3 MW-39 11 63.7 18.2 less-open 72 71 58 328 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.3 MW-39 12 64.0 17.9 less-open 65 71 58 328 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.3 MW-39 13 67.0 14.9 open 23 56 43 313 NSR NSR NSR NSR 7.8E-03 2.2E+01 3.0 MW-39 14 67.6 14.3 less-open 66 188 175 85 5
S 166-200 34 7.8E-03 2.2E+01 0.6 67.6 MW-39 15 68.0 13.9 less-open 73 201 188 98 5
S 166-200 34 7.8E-03 2.2E+01 0.5 0.5 MW-39 16 68.2 13.7 less-open 26 87 74 344 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.1 MW-39 17 68.2 13.7 less-open 23 72 59 329 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.0 MW-39 18 68.7 13.2 open 17 53 40 310 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.5 MW-39 19 68.8 13.1 open 21 42 29 299 NSR NSR NSR NSR 7.8E-03 2.2E+01 0.1 MW-39 20 70.5 11.4 less-open 37 68 55 325 NSR NSR NSR NSR 2.1E-04 6.0E-01 1.7 MW-39 21 71.4 10.5 less-open 72 124 111 21 3
E 70-115 45 2.1E-04 6.0E-01 0.9 8.0 MW-39 22 75.2 6.7 less-open 65 147 134 44 1
SE 116-165 49 2.1E-04 6.0E-01 3.8 15.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 14 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-39 23 75.2 6.7 less-open 78 120 107 17 3
E 70-115 45 2.1E-04 6.0E-01 0.0 3.8 MW-39 24 75.5 6.4 less-open 31 335 322 232 NSR NSR NSR NSR 2.1E-04 6.0E-01 0.3 MW-39 25 77.8 4.0 less-open 32 231 218 128 NSR NSR NSR NSR 2.1E-04 6.0E-01 2.4 MW-39 26 78.6 3.2 less-open 64 348 335 245 2
NW 291-335 44 2.1E-04 6.0E-01 0.8 24.2 MW-39 27 78.7 3.1 less-open 22 174 161 71 NSR NSR NSR NSR 2.1E-04 6.0E-01 0.1 MW-39 28 79.9 2.0 less-open 23 191 178 88 NSR NSR NSR NSR 2.1E-04 6.0E-01 1.1 MW-39 29 80.7 1.2 less-open 50 131 118 28 1
SE 116-165 49 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.8 5.5 MW-39 30 81.8 0.0 less-open 77 191 178 88 5
S 166-200 34 7.8E-04 1.0E-03 2.2E+00 2.9E+00 1.2 13.8 MW-39 31 82.5
-0.6 less-open 76 208 195 105 5
S 166-200 34 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.6 0.6 MW-39 32 83.0
-1.1 less-open 74 167 154 64 1
SE 116-165 49 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.5 2.3 MW-39 33 84.2
-2.3 less-open 51 139 126 36 1
SE 116-165 49 7.8E-04 1.0E-03 2.2E+00 2.9E+00 1.1 1.1 MW-39 34 84.3
-2.4 less-open 82 187 174 84 NSR NSR NSR NSR 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.1 MW-39 35 85.5
-3.7 less-open 7
215 202 112 NSR NSR NSR NSR 7.8E-04 1.0E-03 2.2E+00 2.9E+00 1.3 MW-39 36 85.6
-3.7 less-open 6
221 208 118 NSR NSR NSR NSR 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.1 MW-39 37 85.8
-4.0 open 48 332 319 229 2
NW 291-335 44 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.2 7.2 MW-39 38 86.0
-4.1 less-open 71 113 100 10 3
E 70-115 45 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.1 10.8 MW-39 39 86.6
-4.7 less-open 58 121 108 18 3
E 70-115 45 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.6 0.6 MW-39 40 87.3
-5.4 less-open 35 135 122 32 1
SE 116-165 49 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.7 3.1 MW-39 41 87.6
-5.7 less-open 54 109 96 6
3 E
70-115 45 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.3 1.0 MW-39 42 87.8
-5.9 less-open 53 264 251 161 4
W 245-290 45 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.2 24.4 MW-39 43 87.9
-6.0 less-open 32 175 162 72 NSR NSR NSR NSR 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.1 MW-39 44 87.9
-6.1 less-open 49 75 62 332 NSR NSR NSR NSR 7.8E-04 1.0E-03 2.2E+00 2.9E+00 0.0 MW-39 45 90.5
-8.6 less-open 61 202 189 99 5
S 166-200 34 1.8E-04 5.0E-01 2.6 8.0 MW-39 46 90.7
-8.9 less-open 53 138 125 35 1
SE 116-165 49 1.8E-04 5.0E-01 0.2 3.5 MW-39 47 90.9
-9.0 less-open 52 140 127 37 1
SE 116-165 49 1.8E-04 5.0E-01 0.1 0.1 MW-39 48 91.7
-9.9 less-open 60 71 58 328 NSR NSR NSR NSR 1.8E-04 5.0E-01 0.8 MW-39 49 92.2
-10.3 less-open 58 280 267 177 4
W 245-290 45 1.8E-04 5.0E-01 0.5 4.4 MW-39 50 93.7
-11.8 less-open 50 99 86 356 3
E 70-115 45 1.8E-04 5.0E-01 1.5 6.1 MW-39 51 94.2
-12.3 less-open 59 315 302 212 2
NW 291-335 44 1.8E-04 5.0E-01 0.5 8.4 MW-39 52 95.5
-13.6 less-open 59 187 174 84 5
S 166-200 34 1.8E-04 5.0E-01 1.3 5.0 MW-39 53 95.7
-13.8 less-open 61 253 240 150 NSR NSR NSR NSR 1.8E-04 5.0E-01 0.2 MW-39 54 96.1
-14.3 less-open 62 242 229 139 NSR NSR NSR NSR 1.8E-04 5.0E-01 0.4 MW-39 55 96.7
-14.8 less-open 57 55 42 312 NSR NSR NSR NSR 1.8E-04 5.0E-01 0.6 MW-39 56 97.1
-15.2 less-open 56 227 214 124 NSR NSR NSR NSR 1.8E-04 5.0E-01 0.4 MW-39 57 97.4
-15.5 less-open 68 199 186 96 5
S 166-200 34 1.8E-04 5.0E-01 0.3 1.9 MW-39 58 97.4
-15.5 less-open 73 101 88 358 3
E 70-115 45 1.8E-04 5.0E-01 0.0 3.7 MW-39 59 97.5
-15.6 less-open 49 299 286 196 4
W 245-290 45 1.8E-04 5.0E-01 0.1 5.3 MW-39 60 98.2
-16.3 less-open 78 140 127 37 1
SE 116-165 49 1.8E-04 5.0E-01 0.7 7.3 MW-39 61 98.2
-16.3 open 75 95 82 352 3
E 70-115 45 1.8E-04 5.0E-01 0.0 0.8 MW-39 62 100.5
-18.6 open 16 334 321 231 NSR NSR NSR NSR 5.3E-03 1.5E+01 2.3 MW-39 63 101.3
-19.5 less-open 65 125 112 22 3
E 70-115 45 5.3E-03 1.5E+01 0.9 3.1 MW-39 64 103.2
-21.4 less-open 78 45 32 302 NSR NSR NSR NSR 5.3E-03 1.5E+01 1.9 MW-39 65 103.4
-21.5 less-open 19 94 81 351 NSR NSR NSR NSR 5.3E-03 1.5E+01 0.1 MW-39 66 103.4
-21.5 less-open 24 349 336 246 NSR NSR NSR NSR 5.3E-03 1.5E+01 0.0 MW-39 67 103.8
-21.9 less-open 35 126 113 23 3
E 70-115 45 5.3E-03 1.5E+01 0.4 2.5 MW-39 68 104.0
-22.1 open 48 155 142 52 1
SE 116-165 49 5.3E-03 1.5E+01 0.2 5.8 MW-39 69 104.1
-22.2 less-open 55 154 141 51 1
SE 116-165 49 5.3E-03 1.5E+01 0.1 0.1 MW-39 70 104.6
-22.8 less-open 51 155 142 52 1
SE 116-165 49 5.3E-03 1.5E+01 0.6 0.6 MW-39 71 105.2
-23.3 less-open 56 121 108 18 3
E 70-115 45 5.3E-03 1.5E+01 0.5 1.4 MW-39 72 112.4
-30.5 less-open 62 115 102 12 3
E 70-115 45 TNP TNP 7.2 7.2 MW-39 73 112.6
-30.8 less-open 59 114 101 11 3
E 70-115 45 TNP TNP 0.3 0.3 MW-39 74 112.7
-30.9 less-open 53 141 128 38 1
SE 116-165 49 TNP TNP 0.1 8.1 MW-39 75 113.3
-31.4 less-open 27 311 298 208 NSR NSR NSR NSR TNP TNP 0.5 MW-39 76 113.3
-31.4 less-open 35 318 305 215 2
NW 291-335 44 TNP TNP 0.1 19.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 15 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-39 77 115.5
-33.6 less-open 19 91 78 348 NSR NSR NSR NSR TNP TNP 2.2 MW-39 78 117.9
-36.0 less-open 19 157 144 54 NSR NSR NSR NSR TNP TNP 2.4 MW-39 79 118.6
-36.8 less-open 53 148 135 45 1
SE 116-165 49 TNP TNP 0.8 5.9 MW-39 80 118.8
-36.9 less-open 53 130 117 27 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-39 81 121.2
-39.3 less-open 32 10 357 267 NSR NSR NSR NSR 2.1E-04 6.0E-01 2.4 MW-39 82 121.3
-39.4 less-open 28 27 14 284 NSR NSR NSR NSR 2.1E-04 6.0E-01 0.1 MW-39 83 121.4
-39.5 less-open 44 32 19 289 6
N 336-21 45 2.1E-04 6.0E-01 0.1 121.4 MW-39 84 122.4
-40.5 less-open 52 123 110 20 3
E 70-115 45 2.1E-04 6.0E-01 1.0 9.8 MW-39 85 122.6
-40.7 less-open 59 124 111 21 3
E 70-115 45 2.1E-04 6.0E-01 0.2 0.2 MW-39 86 123.6
-41.8 less-open 22 350 337 247 NSR NSR NSR NSR 2.1E-04 6.0E-01 1.1 MW-39 87 123.7
-41.8 less-open 25 320 307 217 NSR NSR NSR NSR 2.1E-04 6.0E-01 0.1 MW-39 88 124.0
-42.2 less-open 35 299 286 196 4
W 245-290 45 2.1E-04 6.0E-01 0.3 26.6 MW-39 89 125.4
-43.5 less-open 50 119 106 16 3
E 70-115 45 2.1E-04 6.0E-01 1.3 2.8 MW-39 90 126.0
-44.1 less-open 37 53 40 310 NSR NSR NSR NSR 2.1E-04 6.0E-01 0.6 MW-39 91 126.1
-44.3 less-open 42 33 20 290 6
N 336-21 45 2.1E-04 6.0E-01 0.2 4.8 MW-39 92 126.3
-44.5 less-open 62 122 109 19 3
E 70-115 45 2.1E-04 6.0E-01 0.2 1.0 MW-39 93 127.3
-45.5 less-open 54 131 118 28 1
SE 116-165 49 2.1E-04 6.0E-01 1.0 8.5 MW-39 94 127.4
-45.5 less-open 56 126 113 23 3
E 70-115 45 2.1E-04 6.0E-01 0.1 1.0 MW-39 95 127.5
-45.7 less-open 54 127 114 24 3
E 70-115 45 2.1E-04 6.0E-01 0.2 0.2 MW-39 96 128.2
-46.3 less-open 64 117 104 14 3
E 70-115 45 2.1E-04 6.0E-01 0.6 0.6 MW-39 97 128.5
-46.6 less-open 65 106 93 3
3 E
70-115 45 2.1E-04 6.0E-01 0.3 0.3 MW-39 98 128.5
-46.7 less-open 64 109 96 6
3 E
70-115 45 2.1E-04 6.0E-01 0.0 0.0 MW-39 99 129.2
-47.3 less-open 16 119 106 16 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.6 MW-39 100 129.4
-47.5 less-open 50 117 104 14 3
E 70-115 45 7.1E-06 2.0E-02 0.2 0.8 MW-39 101 129.8
-48.0 less-open 62 108 95 5
3 E
70-115 45 7.1E-06 2.0E-02 0.5 0.5 MW-39 102 130.5
-48.7 less-open 66 115 102 12 3
E 70-115 45 7.1E-06 2.0E-02 0.7 0.7 MW-39 103 130.7
-48.8 less-open 46 123 110 20 3
E 70-115 45 7.1E-06 2.0E-02 0.1 0.1 MW-39 104 131.1
-49.2 less-open 44 130 117 27 1
SE 116-165 49 7.1E-06 2.0E-02 0.4 3.7 MW-39 105 131.5
-49.7 less-open 55 128 115 25 3
E 70-115 45 7.1E-06 2.0E-02 0.5 0.9 MW-39 106 131.6
-49.8 less-open 20 78 65 335 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.1 MW-39 107 132.0
-50.1 less-open 55 119 106 16 3
E 70-115 45 7.1E-06 2.0E-02 0.4 0.5 MW-39 108 132.4
-50.5 less-open 77 73 60 330 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.4 MW-39 109 132.5
-50.6 less-open 35 127 114 24 3
E 70-115 45 7.1E-06 2.0E-02 0.1 0.4 MW-39 110 133.1
-51.3 less-open 77 76 63 333 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.7 MW-39 111 134.1
-52.2 less-open 69 80 67 337 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.9 MW-39 112 134.1
-52.3 less-open 68 93 80 350 3
E 70-115 45 7.1E-06 2.0E-02 0.1 1.7 MW-39 113 134.9
-53.1 less-open 60 120 107 17 3
E 70-115 45 7.1E-06 2.0E-02 0.8 0.8 MW-39 114 135.0
-53.1 less-open 58 112 99 9
3 E
70-115 45 7.1E-06 2.0E-02 0.1 0.1 MW-39 115 135.5
-53.6 less-open 55 115 102 12 3
E 70-115 45 7.1E-06 2.0E-02 0.5 0.5 MW-39 116 135.9
-54.0 less-open 53 112 99 9
3 E
70-115 45 7.1E-06 2.0E-02 0.4 0.4 MW-39 117 136.0
-54.2 less-open 54 117 104 14 3
E 70-115 45 7.1E-06 2.0E-02 0.1 0.1 MW-39 118 136.4
-54.6 less-open 53 116 103 13 3
E 70-115 45 7.1E-06 2.0E-02 0.4 0.4 MW-39 119 136.9
-55.1 less-open 57 118 105 15 3
E 70-115 45 7.1E-06 2.0E-02 0.5 0.5 MW-39 120 137.8
-55.9 less-open 33 329 316 226 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.9 MW-39 121 138.4
-56.5 less-open 63 107 94 4
3 E
70-115 45 7.1E-06 2.0E-02 0.6 1.5 MW-39 122 139.4
-57.5 less-open 54 148 135 45 1
SE 116-165 49 2.5E-05 7.0E-02 1.0 8.4 MW-39 123 139.5
-57.6 less-open 56 147 134 44 1
SE 116-165 49 2.5E-05 7.0E-02 0.1 0.1 MW-39 124 139.7
-57.9 less-open 70 95 82 352 3
E 70-115 45 2.5E-05 7.0E-02 0.3 1.4 MW-39 125 140.5
-58.7 less-open 37 265 252 162 4
W 245-290 45 2.5E-05 7.0E-02 0.8 16.5 MW-39 126 140.6
-58.8 less-open 44 166 153 63 1
SE 116-165 49 2.5E-05 7.0E-02 0.1 1.1 MW-39 127 140.7
-58.8 less-open 27 298 285 195 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.0 MW-39 128 141.1
-59.3 less-open 36 264 251 161 4
W 245-290 45 2.5E-05 7.0E-02 0.5 0.6 MW-39 129 141.6
-59.8 less-open 51 139 126 36 1
SE 116-165 49 2.5E-05 7.0E-02 0.5 1.0 MW-39 130 142.0
-60.1 less-open 48 140 127 37 1
SE 116-165 49 2.5E-05 7.0E-02 0.3 0.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 16 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-39 131 142.8
-60.9 less-open 59 342 329 239 2
NW 291-335 44 2.5E-05 7.0E-02 0.8 29.5 MW-39 132 144.8
-62.9 less-open 80 99 86 356 3
E 70-115 45 2.5E-05 7.0E-02 2.0 5.0 MW-39 133 145.6
-63.7 less-open 79 305 292 202 2
NW 291-335 44 2.5E-05 7.0E-02 0.8 2.8 MW-39 134 146.8
-64.9 less-open 62 115 102 12 3
E 70-115 45 2.5E-05 7.0E-02 1.2 2.0 MW-39 135 147.8
-65.9 less-open 75 333 320 230 2
NW 291-335 44 2.5E-05 7.0E-02 1.0 2.2 MW-39 136 147.9
-66.0 less-open 73 125 112 22 3
E 70-115 45 2.5E-05 7.0E-02 0.1 1.1 MW-39 137 148.5
-66.6 less-open 75 194 181 91 5
S 166-200 34 2.5E-05 7.0E-02 0.6 51.1 MW-39 138 149.8
-67.9 less-open 64 184 171 81 5
S 166-200 34 TNP TNP 1.3 1.3 MW-39 139 152.7
-70.8 less-open 56 124 111 21 3
E 70-115 45 7.1E-06 2.0E-02 2.9 4.8 MW-39 140 153.1
-71.3 less-open 56 130 117 27 1
SE 116-165 49 7.1E-06 2.0E-02 0.4 11.2 MW-39 141 153.5
-71.7 less-open 58 117 104 14 3
E 70-115 45 7.1E-06 2.0E-02 0.4 0.8 MW-39 142 154.0
-72.1 less-open 60 123 110 20 3
E 70-115 45 7.1E-06 2.0E-02 0.4 0.4 MW-39 143 154.2
-72.3 less-open 66 107 94 4
3 E
70-115 45 7.1E-06 2.0E-02 0.2 0.2 MW-39 144 154.3
-72.5 less-open 64 111 98 8
3 E
70-115 45 7.1E-06 2.0E-02 0.1 0.1 MW-39 145 155.0
-73.1 less-open 62 130 117 27 1
SE 116-165 49 7.1E-06 2.0E-02 0.7 1.9 MW-39 146 155.5
-73.6 less-open 74 97 84 354 3
E 70-115 45 7.1E-06 2.0E-02 0.5 1.2 MW-39 147 156.6
-74.7 less-open 56 121 108 18 3
E 70-115 45 7.1E-06 2.0E-02 1.1 1.1 MW-39 148 157.3
-75.4 less-open 72 89 76 346 3
E 70-115 45 7.1E-06 2.0E-02 0.7 0.7 MW-39 149 158.0
-76.1 less-open 67 85 72 342 3
E 70-115 45 7.1E-06 2.0E-02 0.7 0.7 MW-39 150 158.4
-76.5 less-open 61 116 103 13 3
E 70-115 45 7.1E-06 2.0E-02 0.4 0.4 MW-39 151 159.0
-77.2 less-open 49 85 72 342 3
E 70-115 45 7.1E-06 2.0E-02 0.7 0.7 MW-39 152 160.0
-78.1 less-open 61 107 94 4
3 E
70-115 45 7.1E-06 2.0E-02 0.9 0.9 MW-39 153 160.0
-78.2 less-open 62 103 90 360 3
E 70-115 45 7.1E-06 2.0E-02 0.1 0.1 MW-39 154 160.4
-78.5 less-open 66 105 92 2
3 E
70-115 45 7.1E-06 2.0E-02 0.3 0.3 MW-39 155 160.5
-78.6 less-open 70 97 84 354 3
E 70-115 45 7.1E-06 2.0E-02 0.2 0.2 MW-39 156 161.4
-79.6 less-open 70 107 94 4
3 E
70-115 45 7.1E-06 2.0E-02 0.9 0.9 MW-39 157 166.7
-84.8 less-open 57 99 86 356 3
E 70-115 45 1.8E-06 5.0E-03 5.2 5.2 MW-39 158 166.9
-85.0 less-open 52 124 111 21 3
E 70-115 45 1.8E-06 5.0E-03 0.2 0.2 MW-39 159 167.5
-85.7 less-open 45 136 123 33 1
SE 116-165 49 1.8E-06 5.0E-03 0.6 12.5 MW-39 160 168.3
-86.4 less-open 47 126 113 23 3
E 70-115 45 1.8E-06 5.0E-03 0.7 1.4 MW-39 161 169.5
-87.6 less-open 48 183 170 80 5
S 166-200 34 1.8E-06 5.0E-03 1.2 19.7 MW-39 162 170.8
-89.0 less-open 67 211 198 108 5
S 166-200 34 1.8E-06 5.0E-03 1.3 1.3 MW-39 163 172.2
-90.3 less-open 54 164 151 61 1
SE 116-165 49 1.8E-06 5.0E-03 1.4 4.7 MW-39 164 172.6
-90.7 less-open 52 157 144 54 1
SE 116-165 49 1.8E-06 5.0E-03 0.4 0.4 MW-39 165 172.9
-91.0 less-open 48 137 124 34 1
SE 116-165 49 1.8E-06 5.0E-03 0.3 0.3 MW-39 166 173.6
-91.7 less-open 56 161 148 58 1
SE 116-165 49 1.8E-06 5.0E-03 0.6 0.6 MW-39 167 174.4
-92.5 less-open 58 141 128 38 1
SE 116-165 49 1.8E-06 5.0E-03 0.8 0.8 MW-39 168 174.5
-92.7 less-open 56 120 107 17 3
E 70-115 45 1.8E-06 5.0E-03 0.2 6.3 MW-39 169 174.6
-92.7 less-open 56 127 114 24 3
E 70-115 45 1.8E-06 5.0E-03 0.1 0.1 MW-39 170 175.3
-93.4 less-open 55 129 116 26 1
SE 116-165 49 2.1E-04 6.0E-01 0.7 0.9 MW-39 171 175.5
-93.6 less-open 59 115 102 12 3
E 70-115 45 2.1E-04 6.0E-01 0.2 0.8 MW-39 172 175.7
-93.8 less-open 57 122 109 19 3
E 70-115 45 2.1E-04 6.0E-01 0.2 0.2 MW-39 173 176.2
-94.3 less-open 56 130 117 27 1
SE 116-165 49 2.1E-04 6.0E-01 0.5 0.9 MW-39 174 176.4
-94.6 less-open 55 126 113 23 3
E 70-115 45 2.1E-04 6.0E-01 0.3 0.8 MW-39 175 177.2
-95.3 less-open 75 161 148 58 1
SE 116-165 49 2.1E-04 6.0E-01 0.8 1.0 MW-39 176 178.4
-96.6 less-open 76 164 151 61 1
SE 116-165 49 2.1E-04 6.0E-01 1.2 1.2 MW-39 177 179.6
-97.7 less-open 57 129 116 26 1
SE 116-165 49 2.1E-04 6.0E-01 1.1 1.1 MW-39 178 179.7
-97.8 less-open 58 125 112 22 3
E 70-115 45 2.1E-04 6.0E-01 0.2 3.3 MW-39 179 179.9
-98.0 less-open 50 125 112 22 3
E 70-115 45 2.1E-04 6.0E-01 0.2 0.2 MW-39 180 180.1
-98.2 less-open 58 131 118 28 1
SE 116-165 49 2.1E-04 6.0E-01 0.2 0.5 MW-39 181 180.5
-98.7 less-open 61 130 117 27 1
SE 116-165 49 2.1E-04 6.0E-01 0.4 0.4 MW-39 182 181.1
-99.3 less-open 64 120 107 17 3
E 70-115 45 2.1E-04 6.0E-01 0.6 1.3 MW-39 183 181.3
-99.4 less-open 60 131 118 28 1
SE 116-165 49 2.1E-04 6.0E-01 0.2 0.8 MW-39 184 181.6
-99.8 less-open 61 131 118 28 1
SE 116-165 49 2.1E-04 6.0E-01 0.3 0.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 17 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-39 185 181.9
-100.0 less-open 52 130 117 27 1
SE 116-165 49 2.1E-04 6.0E-01 0.3 0.3 MW-39 186 182.3
-100.4 less-open 61 122 109 19 3
E 70-115 45 2.1E-04 6.0E-01 0.4 1.1 MW-39 187 182.4
-100.5 less-open 46 307 294 204 2
NW 291-335 44 2.1E-04 6.0E-01 0.1 34.6 MW-39 188 183.0
-101.1 less-open 34 147 134 44 1
SE 116-165 49 2.1E-04 6.0E-01 0.6 1.1 MW-39 189 183.7
-101.8 less-open 64 156 143 53 1
SE 116-165 49 2.1E-04 6.0E-01 0.7 0.7 MW-39 190 184.0
-102.1 less-open 56 124 111 21 3
E 70-115 45 2.1E-04 6.0E-01 0.3 1.7 MW-39 191 184.1
-102.3 less-open 48 128 115 25 3
E 70-115 45 2.1E-04 6.0E-01 0.1 0.1 MW-39 192 184.2
-102.3 less-open 47 157 144 54 1
SE 116-165 49 2.1E-04 6.0E-01 0.1 0.5 MW-39 193 184.6
-102.7 less-open 53 193 180 90 5
S 166-200 34 2.1E-04 6.0E-01 0.4 13.8 MW-39 194 187.6
-105.7 less-open 73 168 155 65 1
SE 116-165 49 2.5E-04 7.0E-01 3.0 3.4 MW-39 195 189.1
-107.3 less-open 47 104 91 1
3 E
70-115 45 2.5E-04 7.0E-01 1.5 5.0 MW-39 196 190.7
-108.8 less-open 79 188 175 85 5
S 166-200 34 2.5E-04 7.0E-01 1.6 6.1 MW-39 197 193.8
-111.9 less-open 62 111 98 8
3 E
70-115 45 2.5E-04 7.0E-01 3.1 4.7 MW-39 198 194.3
-112.4 less-open 61 149 136 46 1
SE 116-165 49 2.5E-04 7.0E-01 0.4 6.6 MW-39 199 195.3
-113.4 less-open 60 139 126 36 1
SE 116-165 49 TNP TNP 1.0 1.0 MW-39 200 195.5
-113.6 less-open 72 168 155 65 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-39 201 196.5
-114.7 less-open 59 131 118 28 1
SE 116-165 49 TNP TNP 1.0 1.0 MW-39 202 196.5
-114.7 less-open 64 170 157 67 1
SE 116-165 49 TNP TNP 0.0 0.0 MW-39 203 196.6
-114.7 less-open 57 146 133 43 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-39 204 196.9
-115.0 less-open 47 151 138 48 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-39 205 196.9
-115.0 less-open 55 211 198 108 5
S 166-200 34 TNP TNP 0.0 6.2 MW-39 206 197.1
-115.2 less-open 46 166 153 63 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-39 207 197.4
-115.5 less-open 49 151 138 48 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-39 208 197.9
-116.1 less-open 4
157 144 54 NSR NSR NSR NSR TNP TNP 0.5 MW-39 209 198.8
-116.9 less-open 1
199 186 96 NSR NSR NSR NSR TNP TNP 0.8 MW-39 210 198.9
-117.1 less-open 2
206 193 103 NSR NSR NSR NSR TNP TNP 0.1 MW-39 211 199.2
-117.3 less-open 2
189 176 86 NSR NSR NSR NSR TNP TNP 0.3 MW-40 1
17.2 57.8 less-open 48 209 196 106 5
S 166-200 34 TNP TNP NA 17.2 MW-40 2
17.3 57.7 less-open 44 211 198 108 5
S 166-200 34 TNP TNP 0.1 0.1 MW-40 3
18.4 56.6 less-open 61 119 106 16 3
E 70-115 45 3.2E-03 9.1E+00 1.1 18.4 MW-40 4
18.8 56.2 open 11 239 226 136 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.4 MW-40 5
19.4 55.6 less-open 59 18 5
275 6
N 336-21 45 3.2E-03 9.1E+00 0.5 19.4 MW-40 6
20.5 54.5 open 12 146 133 43 NSR NSR NSR NSR 3.2E-03 9.1E+00 1.1 MW-40 7
21.5 53.5 open 32 138 125 35 NSR NSR NSR NSR 3.2E-03 9.1E+00 1.1 MW-40 8
22.4 52.5 less-open 59 342 329 239 2
NW 291-335 44 3.2E-03 9.1E+00 0.9 22.4 MW-40 9
22.7 52.3 less-open 59 358 345 255 6
N 336-21 45 3.2E-03 9.1E+00 0.3 3.4 MW-40 10 22.9 52.1 less-open 58 352 339 249 6
N 336-21 45 3.2E-03 9.1E+00 0.1 0.1 MW-40 11 22.9 52.0 open 15 335 322 232 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.1 MW-40 12 23.0 52.0 less-open 60 344 331 241 2
NW 291-335 44 3.2E-03 9.1E+00 0.1 0.6 MW-40 13 23.2 51.8 less-open 55 360 347 257 6
N 336-21 45 3.2E-03 9.1E+00 0.2 0.3 MW-40 14 23.9 51.1 less-open 45 335 322 232 2
NW 291-335 44 3.2E-03 9.1E+00 0.8 0.9 MW-40 15 24.2 50.8 less-open 50 336 323 233 2
NW 291-335 44 3.2E-03 9.1E+00 0.2 0.2 MW-40 16 24.3 50.7 less-open 58 331 318 228 2
NW 291-335 44 3.2E-03 9.1E+00 0.1 0.1 MW-40 17 24.5 50.5 less-open 66 341 328 238 2
NW 291-335 44 3.2E-03 9.1E+00 0.2 0.2 MW-40 18 24.7 50.3 less-open 30 357 344 254 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.2 MW-40 19 25.5 49.5 less-open 65 9
356 266 6
N 336-21 45 3.2E-03 9.1E+00 0.8 2.3 MW-40 20 26.2 48.8 less-open 29 3
350 260 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.7 MW-40 21 26.4 48.5 open 31 2
349 259 NSR NSR NSR NSR 3.2E-03 9.1E+00 0.2 MW-40 22 26.8 48.2 less-open 44 352 339 249 6
N 336-21 45 3.2E-03 9.1E+00 0.3 1.3 MW-40 23 27.3 47.7 less-open 44 355 342 252 6
N 336-21 45 3.2E-03 9.1E+00 0.5 0.5 MW-40 24 28.2 46.8 less-open 68 116 103 13 3
E 70-115 45 3.9E-04 1.1E+00 0.9 9.8 MW-40 25 28.2 46.8 less-open 59 344 331 241 2
NW 291-335 44 3.9E-04 1.1E+00 0.0 3.7 MW-40 26 28.2 46.8 less-open 40 11 358 268 6
N 336-21 45 3.9E-04 1.1E+00 0.0 1.0 MW-40 27 28.6 46.4 less-open 42 14 1
271 6
N 336-21 45 3.9E-04 1.1E+00 0.4 0.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 18 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-40 28 29.2 45.8 less-open 57 325 312 222 2
NW 291-335 44 3.9E-04 1.1E+00 0.6 1.0 MW-40 29 29.3 45.7 less-open 60 341 328 238 2
NW 291-335 44 3.9E-04 1.1E+00 0.1 0.1 MW-40 30 29.3 45.7 less-open 24 338 325 235 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.1 MW-40 31 29.7 45.3 less-open 54 136 123 33 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 29.7 MW-40 32 29.9 45.1 open 23 273 260 170 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.3 MW-40 33 30.5 44.5 less-open 50 159 146 56 1
SE 116-165 49 3.9E-04 1.1E+00 0.6 0.8 MW-40 34 30.6 44.4 less-open 38 29 16 286 6
N 336-21 45 3.9E-04 1.1E+00 0.1 2.0 MW-40 35 31.0 44.0 less-open 50 153 140 50 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 0.5 MW-40 36 31.1 43.9 less-open 43 125 112 22 3
E 70-115 45 3.9E-04 1.1E+00 0.1 2.9 MW-40 37 32.0 43.0 less-open 66 11 358 268 6
N 336-21 45 3.9E-04 1.1E+00 0.9 1.4 MW-40 38 32.2 42.8 less-open 60 336 323 233 2
NW 291-335 44 3.9E-04 1.1E+00 0.1 2.9 MW-40 39 32.6 42.4 less-open 53 153 140 50 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 1.6 MW-40 40 33.0 42.0 less-open 57 131 118 28 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 0.4 MW-40 41 33.4 41.6 less-open 5
42 29 299 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.4 MW-40 42 33.6 41.3 less-open 51 14 1
271 6
N 336-21 45 3.9E-04 1.1E+00 0.2 1.6 MW-40 43 34.7 40.3 less-open 65 335 322 232 2
NW 291-335 44 3.9E-04 7.1E-06 1.1E+00 2.0E-02 1.1 2.6 MW-40 44 35.0 39.9 open 24 86 73 343 NSR NSR NSR NSR 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.3 MW-40 45 35.3 39.6 less-open 54 3
350 260 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.3 1.7 MW-40 46 35.6 39.4 less-open 50 9
356 266 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.2 0.2 MW-40 47 35.8 39.2 less-open 63 3
350 260 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.2 0.2 MW-40 48 36.0 39.0 less-open 70 348 335 245 2
NW 291-335 44 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.2 1.3 MW-40 49 36.3 38.7 less-open 76 353 340 250 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.3 0.5 MW-40 50 36.7 38.3 less-open 56 359 346 256 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.4 0.4 MW-40 51 36.8 38.2 less-open 54 8
355 265 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.1 0.1 MW-40 52 36.9 38.1 less-open 43 7
354 264 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.0 0.0 MW-40 53 36.9 38.1 less-open 38 350 337 247 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.1 0.1 MW-40 54 37.1 37.9 less-open 51 350 337 247 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.2 0.2 MW-40 55 37.2 37.8 less-open 53 351 338 248 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.1 0.1 MW-40 56 37.5 37.5 less-open 47 14 1
271 6
N 336-21 45 3.9E-04 7.1E-06 1.1E+00 2.0E-02 0.3 0.3 MW-40 57 38.2 36.8 less-open 60 9
356 266 6
N 336-21 45 7.1E-06 2.0E-02 0.7 0.7 MW-40 58 38.4 36.6 less-open 56 7
354 264 6
N 336-21 45 7.1E-06 2.0E-02 0.2 0.2 MW-40 59 40.5 34.5 less-open 73 347 334 244 2
NW 291-335 44 7.1E-06 2.0E-02 2.1 4.4 MW-40 60 40.6 34.4 less-open 70 114 101 11 3
E 70-115 45 7.1E-06 2.0E-02 0.1 9.5 MW-40 61 41.7 33.3 less-open 67 132 119 29 1
SE 116-165 49 7.1E-06 2.0E-02 1.1 8.7 MW-40 62 41.9 33.1 less-open 39 9
356 266 6
N 336-21 45 7.1E-06 2.0E-02 0.2 3.5 MW-40 63 42.6 32.4 less-open 26 57 44 314 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.7 MW-40 64 43.4 31.6 less-open 38 7
354 264 6
N 336-21 45 7.1E-06 2.0E-02 0.8 1.5 MW-40 65 44.3 30.7 less-open 30 148 135 45 NSR NSR NSR NSR 1.4E-05 4.0E-02 0.9 MW-40 66 47.6 27.4 open 41 10 357 267 6
N 336-21 45 1.4E-05 4.0E-02 3.3 4.2 MW-40 67 48.2 26.8 less-open 39 8
355 265 6
N 336-21 45 1.4E-05 4.0E-02 0.6 0.6 MW-40 68 49.1 25.9 less-open 46 315 302 212 2
NW 291-335 44 1.4E-05 4.0E-02 0.9 8.7 MW-40 69 49.8 25.2 less-open 52 8
355 265 6
N 336-21 45 1.4E-05 4.0E-02 0.7 1.6 MW-40 70 50.4 24.5 less-open 41 14 1
271 6
N 336-21 45 1.4E-05 4.0E-02 0.6 0.6 MW-40 71 51.5 23.4 less-open 29 17 4
274 NSR NSR NSR NSR 1.4E-05 4.0E-02 1.1 MW-40 72 53.4 21.6 less-open 60 135 122 32 1
SE 116-165 49 1.4E-05 3.5E-05 4.0E-02 1.0E-01 1.9 11.7 MW-40 73 54.1 20.9 less-open 26 11 358 268 NSR NSR NSR NSR 3.5E-05 1.0E-01 0.7 MW-40 74 55.4 19.6 less-open 43 350 337 247 6
N 336-21 45 3.5E-05 1.0E-01 1.3 5.0 MW-40 75 58.8 16.2 less-open 40 26 13 283 6
N 336-21 45 3.5E-05 1.0E-01 3.4 3.4 MW-40 76 59.7 15.3 less-open 65 349 336 246 6
N 336-21 45 3.5E-05 1.0E-01 0.9 0.9 MW-40 77 60.5 14.4 less-open 64 350 337 247 6
N 336-21 45 3.5E-05 1.0E-01 0.8 0.8 MW-40 78 61.3 13.7 less-open 41 6
353 263 6
N 336-21 45 3.5E-05 1.0E-01 0.7 0.7 MW-40 79 61.6 13.4 less-open 53 18 5
275 6
N 336-21 45 3.5E-05 1.0E-01 0.4 0.4 MW-40 80 63.0 12.0 less-open 60 143 130 40 1
SE 116-165 49 3.5E-06 1.0E-02 1.3 9.6 MW-40 81 63.4 11.6 less-open 40 5
352 262 6
N 336-21 45 3.5E-06 1.0E-02 0.4 1.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 19 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-40 82 64.3 10.6 less-open 14 50 37 307 NSR NSR NSR NSR 3.5E-06 1.0E-02 1.0 MW-40 83 67.0 8.0 less-open 67 243 230 140 NSR NSR NSR NSR 3.5E-06 1.0E-02 2.7 MW-40 84 67.6 7.4 less-open 27 59 46 316 NSR NSR NSR NSR 3.5E-06 1.0E-02 0.5 MW-40 85 68.5 6.5 less-open 59 135 122 32 1
SE 116-165 49 3.5E-06 1.0E-02 0.9 5.5 MW-40 86 68.8 6.2 less-open 63 157 144 54 1
SE 116-165 49 3.5E-06 1.0E-02 0.3 0.3 MW-40 87 70.4 4.6 open 37 306 293 203 2
NW 291-335 44 3.5E-06 1.0E-02 1.6 21.3 MW-40 88 71.4 3.6 less-open 54 303 290 200 4
W 245-290 45 3.5E-06 1.0E-02 1.0 71.4 MW-40 89 71.8 3.2 less-open 36 7
354 264 6
N 336-21 45 3.5E-06 1.0E-02 0.4 8.4 MW-40 90 72.6 2.4 less-open 38 20 7
277 6
N 336-21 45 3.5E-06 1.0E-02 0.8 0.8 MW-40 91 74.2 0.8 less-open 57 119 106 16 3
E 70-115 45 TNP TNP 1.5 33.6 MW-40 92 78.0
-3.0 less-open 37 4
351 261 6
N 336-21 45 TNP TNP 3.8 5.3 MW-40 93 80.2
-5.2 less-open 46 359 346 256 6
N 336-21 45 3.5E-06 1.0E-02 2.2 2.2 MW-40 94 81.4
-6.4 less-open 63 125 112 22 3
E 70-115 45 3.5E-06 1.0E-02 1.2 7.2 MW-40 95 81.8
-6.8 less-open 64 131 118 28 1
SE 116-165 49 3.5E-06 1.0E-02 0.4 13.0 MW-40 96 82.4
-7.4 open 61 116 103 13 3
E 70-115 45 3.5E-06 1.0E-02 0.6 1.0 MW-40 97 83.6
-8.6 open 60 121 108 18 3
E 70-115 45 3.5E-06 1.0E-02 1.2 1.2 MW-40 98 83.6
-8.6 less-open 56 353 340 250 6
N 336-21 45 3.5E-06 1.0E-02 0.0 3.4 MW-40 99 85.2
-10.3 less-open 69 354 341 251 6
N 336-21 45 3.5E-06 1.0E-02 1.6 1.6 MW-40 100 85.7
-10.7 less-open 37 334 321 231 2
NW 291-335 44 3.5E-06 1.0E-02 0.5 15.3 MW-40 101 89.5
-14.5 less-open 40 21 8
278 6
N 336-21 45 3.5E-06 1.0E-02 3.7 4.2 MW-40 102 89.9
-14.9 less-open 63 144 131 41 1
SE 116-165 49 3.5E-06 1.0E-02 0.4 8.1 MW-40 103 91.1
-16.1 less-open 51 8
355 265 6
N 336-21 45 TNP TNP 1.2 1.6 MW-40 104 95.6
-20.6 less-open 23 227 214 124 NSR NSR NSR NSR 1.1E-04 3.0E-01 4.5 MW-40 105 96.8
-21.8 less-open 41 351 338 248 6
N 336-21 45 1.1E-04 3.0E-01 1.2 5.7 MW-40 106 97.5
-22.6 less-open 49 327 314 224 2
NW 291-335 44 1.1E-04 3.0E-01 0.8 11.8 MW-40 107 98.9
-23.9 less-open 46 10 357 267 6
N 336-21 45 1.1E-04 3.0E-01 1.4 2.2 MW-40 108 99.2
-24.2 less-open 41 6
353 263 6
N 336-21 45 1.1E-04 3.0E-01 0.3 0.3 MW-40 109 100.9
-25.9 less-open 54 324 311 221 2
NW 291-335 44 1.1E-04 3.0E-01 1.7 3.3 MW-40 110 101.3
-26.3 less-open 40 347 334 244 2
NW 291-335 44 1.1E-04 3.0E-01 0.4 0.4 MW-40 111 101.5
-26.6 less-open 36 2
349 259 6
N 336-21 45 1.1E-04 3.0E-01 0.2 2.4 MW-40 112 101.9
-26.9 less-open 49 345 332 242 2
NW 291-335 44 1.1E-04 3.0E-01 0.4 0.6 MW-40 113 102.5
-27.5 less-open 49 4
351 261 6
N 336-21 45 1.1E-04 3.0E-01 0.5 0.9 MW-40 114 103.0
-28.1 less-open 75 68 55 325 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.6 MW-40 115 103.6
-28.6 less-open 54 109 96 6
3 E
70-115 45 1.1E-04 3.0E-01 0.6 20.0 MW-40 116 104.1
-29.1 less-open 55 345 332 242 2
NW 291-335 44 1.1E-04 3.0E-01 0.5 2.2 MW-40 117 106.3
-31.3 less-open 51 281 268 178 4
W 245-290 45 TNP TNP 2.2 34.9 MW-40 118 107.0
-32.0 less-open 29 289 276 186 NSR NSR NSR NSR TNP TNP 0.6 MW-40 119 107.4
-32.4 less-open 25 328 315 225 NSR NSR NSR NSR TNP TNP 0.4 MW-40 120 115.5
-40.5 less-open 34 243 230 140 NSR NSR NSR NSR TNP TNP 8.1 MW-40 121 117.6
-42.6 less-open 55 105 92 2
3 E
70-115 45 TNP TNP 2.1 14.0 MW-40 122 118.1
-43.1 less-open 60 106 93 3
3 E
70-115 45 TNP TNP 0.5 0.5 MW-40 123 118.3
-43.3 less-open 56 332 319 229 2
NW 291-335 44 TNP TNP 0.2 14.1 MW-40 124 118.3
-43.3 less-open 66 113 100 10 3
E 70-115 45 TNP TNP 0.0 0.2 MW-40 125 119.0
-44.0 less-open 38 294 281 191 4
W 245-290 45 TNP TNP 0.7 12.6 MW-40 126 120.7
-45.7 less-open 62 121 108 18 3
E 70-115 45 TNP TNP 1.8 2.4 MW-40 127 121.5
-46.6 less-open 49 354 341 251 6
N 336-21 45 TNP TNP 0.8 19.1 MW-40 128 122.7
-47.7 less-open 37 334 321 231 2
NW 291-335 44 TNP TNP 1.1 4.4 MW-40 129 123.4
-48.4 less-open 40 339 326 236 2
NW 291-335 44 TNP TNP 0.8 0.8 MW-40 130 124.9
-49.9 less-open 50 356 343 253 6
N 336-21 45 TNP TNP 1.4 3.3 MW-40 131 128.0
-53.1 less-open 60 315 302 212 2
NW 291-335 44 7.1E-05 2.0E-01 3.2 4.6 MW-40 132 128.2
-53.2 less-open 63 300 287 197 4
W 245-290 45 7.1E-05 2.0E-01 0.2 9.3 MW-40 133 128.5
-53.5 less-open 46 292 279 189 4
W 245-290 45 7.1E-05 2.0E-01 0.2 0.2 MW-40 134 128.6
-53.6 less-open 68 310 297 207 2
NW 291-335 44 7.1E-05 2.0E-01 0.1 0.5 MW-40 135 128.6
-53.6 less-open 62 120 107 17 3
E 70-115 45 7.1E-05 2.0E-01 0.1 7.9 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 20 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-40 136 129.5
-54.5 less-open 60 330 317 227 2
NW 291-335 44 7.1E-05 2.0E-01 0.9 0.9 MW-40 137 130.3
-55.3 less-open 49 3
350 260 6
N 336-21 45 7.1E-05 2.0E-01 0.8 5.5 MW-40 138 131.1
-56.1 less-open 30 276 263 173 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.8 MW-40 139 131.9
-56.9 less-open 35 281 268 178 4
W 245-290 45 7.1E-05 2.0E-01 0.8 3.4 MW-40 140 134.5
-59.5 less-open 56 252 239 149 NSR NSR NSR NSR 7.1E-05 2.0E-01 2.6 MW-40 141 135.1
-60.1 less-open 52 278 265 175 4
W 245-290 45 7.1E-05 2.0E-01 0.7 3.3 MW-40 142 136.1
-61.1 less-open 51 250 237 147 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.0 MW-40 143 136.3
-61.3 less-open 52 245 232 142 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.2 MW-40 144 137.6
-62.6 less-open 45 352 339 249 6
N 336-21 45 TNP TNP 1.3 7.2 MW-40 145 138.1
-63.1 less-open 59 2
349 259 6
N 336-21 45 TNP TNP 0.5 0.5 MW-40 146 138.2
-63.2 less-open 44 10 357 267 6
N 336-21 45 TNP TNP 0.1 0.1 MW-40 147 142.4
-67.4 less-open 51 8
355 265 6
N 336-21 45 TNP TNP 4.2 4.2 MW-40 148 145.3
-70.3 less-open 58 102 89 359 3
E 70-115 45 TNP TNP 2.9 16.7 MW-40 149 149.0
-74.0 less-open 49 130 117 27 1
SE 116-165 49 1.1E-04 3.0E-01 3.7 59.2 MW-40 150 149.1
-74.1 less-open 55 351 338 248 6
N 336-21 45 1.1E-04 3.0E-01 0.0 6.7 MW-40 151 150.1
-75.2 less-open 62 272 259 169 4
W 245-290 45 1.1E-04 3.0E-01 1.1 15.0 MW-40 152 155.5
-80.5 less-open 40 205 192 102 5
S 166-200 34 1.1E-04 3.0E-01 5.3 138.1 MW-40 153 161.5
-86.5 less-open 50 354 341 251 6
N 336-21 45 3.5E-06 1.0E-02 6.0 12.4 MW-40 154 161.8
-86.9 less-open 40 335 322 232 2
NW 291-335 44 3.5E-06 1.0E-02 0.4 32.3 MW-40 155 163.4
-88.5 less-open 48 352 339 249 6
N 336-21 45 3.5E-06 1.0E-02 1.6 2.0 MW-40 156 164.1
-89.1 less-open 43 333 320 230 2
NW 291-335 44 3.5E-06 1.0E-02 0.7 2.3 MW-40 157 164.3
-89.3 less-open 41 340 327 237 2
NW 291-335 44 3.5E-06 1.0E-02 0.2 0.2 MW-40 158 164.8
-89.8 less-open 51 358 345 255 6
N 336-21 45 3.5E-06 1.0E-02 0.6 1.4 MW-40 159 166.6
-91.6 less-open 52 354 341 251 6
N 336-21 45 3.5E-06 1.0E-02 1.8 1.8 MW-40 160 167.5
-92.5 less-open 67 288 275 185 4
W 245-290 45 3.5E-06 1.0E-02 0.9 17.4 MW-40 161 169.2
-94.2 less-open 29 197 184 94 NSR NSR NSR NSR 3.5E-06 1.0E-02 1.7 MW-40 162 171.4
-96.4 less-open 63 326 313 223 2
NW 291-335 44 TNP TNP 2.2 7.1 MW-40 163 171.7
-96.7 less-open 62 313 300 210 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-40 164 186.4
-111.4 less-open 26 284 271 181 NSR NSR NSR NSR 3.5E-06 1.0E-02 14.8 MW-40 165 188.7
-113.8 less-open 73 99 86 356 3
E 70-115 45 3.5E-06 1.0E-02 2.3 43.4 MW-40 166 188.9
-113.9 less-open 85 290 277 187 NSR NSR NSR NSR TNP TNP 0.1 MW-40 167 189.0
-114.0 less-open 79 272 259 169 4
W 245-290 45 TNP TNP 0.1 21.5 MW-40 168 190.4
-115.4 less-open 48 212 199 109 5
S 166-200 34 TNP TNP 1.4 35.0 MW-51 1
28.7 41.0 less-open 73 147 134 44 1
SE 116-165 49 6.0E-05 1.7E-01 NA 28.7 MW-51 2
29.3 40.4 less-open 23 350 337 247 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.6 MW-51 3
29.7 39.9 less-open 11 331 318 228 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.4 MW-51 4
30.3 39.3 less-open 24 258 245 155 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.6 MW-51 5
31.4 38.2 less-open 73 235 222 132 NSR NSR NSR NSR 6.0E-05 1.7E-01 1.1 MW-51 6
31.4 38.2 less-open 65 124 111 21 3
E 70-115 45 6.0E-05 1.7E-01 0.1 31.4 MW-51 7
31.8 37.8 less-open 5
301 288 198 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.4 MW-51 8
31.9 37.7 less-open 55 140 127 37 1
SE 116-165 49 6.0E-05 1.7E-01 0.1 3.2 MW-51 9
32.2 37.5 less-open 45 131 118 28 1
SE 116-165 49 6.0E-05 1.7E-01 0.3 0.3 MW-51 10 32.5 37.1 less-open 62 144 131 41 1
SE 116-165 49 6.0E-05 1.7E-01 0.3 0.3 MW-51 11 32.7 37.0 less-open 11 222 209 119 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.2 MW-51 12 32.7 36.9 less-open 61 130 117 27 1
SE 116-165 49 6.0E-05 1.7E-01 0.0 0.2 MW-51 13 32.7 36.9 less-open 69 316 303 213 2
NW 291-335 44 6.0E-05 1.7E-01 0.0 32.7 MW-51 14 33.2 36.4 less-open 12 159 146 56 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.5 MW-51 15 33.5 36.2 less-open 71 136 123 33 1
SE 116-165 49 6.0E-05 1.7E-01 0.2 0.8 MW-51 16 33.6 36.0 less-open 28 241 228 138 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.2 MW-51 17 34.1 35.6 less-open 53 145 132 42 1
SE 116-165 49 6.0E-05 1.7E-01 0.5 0.6 MW-51 18 34.3 35.3 less-open 56 129 116 26 1
SE 116-165 49 6.0E-05 1.7E-01 0.2 0.2 MW-51 19 34.4 35.2 less-open 60 136 123 33 1
SE 116-165 49 6.0E-05 1.7E-01 0.2 0.2 MW-51 20 34.8 34.9 less-open 51 134 121 31 1
SE 116-165 49 6.0E-05 1.7E-01 0.3 0.3 MW-51 21 35.2 34.4 less-open 13 141 128 38 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 21 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-51 22 35.3 34.3 less-open 50 315 302 212 2
NW 291-335 44 6.0E-05 1.7E-01 0.1 2.6 MW-51 23 35.4 34.2 less-open 78 140 127 37 1
SE 116-165 49 6.0E-05 1.7E-01 0.1 0.6 MW-51 24 35.7 33.9 less-open 64 124 111 21 3
E 70-115 45 6.0E-05 1.7E-01 0.3 4.3 MW-51 25 36.6 33.1 less-open 55 134 121 31 1
SE 116-165 49 6.0E-05 1.7E-01 0.8 1.2 MW-51 26 36.6 33.0 less-open 60 295 282 192 4
W 245-290 45 6.0E-05 1.7E-01 0.0 36.6 MW-51 27 37.3 32.3 less-open 40 123 110 20 3
E 70-115 45 6.0E-05 1.7E-01 0.7 1.6 MW-51 28 38.3 31.4 less-open 29 158 145 55 NSR NSR NSR NSR 6.0E-05 1.7E-01 1.0 MW-51 29 38.8 30.8 less-open 79 134 121 31 1
SE 116-165 49 1.4E-04 3.9E-01 0.5 2.2 MW-51 30 39.1 30.6 less-open 57 318 305 215 2
NW 291-335 44 1.4E-04 3.9E-01 0.3 3.8 MW-51 31 39.9 29.8 less-open 71 313 300 210 2
NW 291-335 44 1.4E-04 3.9E-01 0.8 0.8 MW-51 32 40.9 28.8 less-open 48 141 128 38 1
SE 116-165 49 1.4E-04 3.9E-01 1.0 2.1 MW-51 33 41.0 28.7 less-open 54 131 118 28 1
SE 116-165 49 1.4E-04 3.9E-01 0.1 0.1 MW-51 34 41.0 28.6 less-open 57 132 119 29 1
SE 116-165 49 1.4E-04 3.9E-01 0.1 0.1 MW-51 35 41.3 28.4 less-open 53 156 143 53 1
SE 116-165 49 1.4E-04 3.9E-01 0.2 0.2 MW-51 36 41.6 28.0 less-open 61 138 125 35 1
SE 116-165 49 1.4E-04 3.9E-01 0.4 0.4 MW-51 37 41.7 27.9 less-open 59 138 125 35 1
SE 116-165 49 1.4E-04 3.9E-01 0.1 0.1 MW-51 38 41.8 27.8 less-open 73 191 178 88 5
S 166-200 34 1.4E-04 3.9E-01 0.1 41.8 MW-51 39 42.1 27.6 less-open 31 143 130 40 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.3 MW-51 40 42.2 27.4 less-open 57 151 138 48 1
SE 116-165 49 1.4E-04 3.9E-01 0.1 0.5 MW-51 41 42.6 27.1 less-open 50 137 124 34 1
SE 116-165 49 1.4E-04 3.9E-01 0.4 0.4 MW-51 42 43.4 26.2 less-open 65 132 119 29 1
SE 116-165 49 1.4E-04 3.9E-01 0.9 0.9 MW-51 43 43.6 26.1 less-open 66 124 111 21 3
E 70-115 45 1.4E-04 3.9E-01 0.1 6.3 MW-51 44 43.7 25.9 less-open 27 301 288 198 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.2 MW-51 45 44.5 25.2 less-open 45 270 257 167 4
W 245-290 45 1.4E-04 3.9E-01 0.7 7.9 MW-51 46 45.4 24.2 less-open 41 276 263 173 4
W 245-290 45 1.4E-04 3.9E-01 0.9 0.9 MW-51 47 45.7 23.9 less-open 39 324 311 221 2
NW 291-335 44 1.4E-04 3.9E-01 0.3 5.8 MW-51 48 45.8 23.8 less-open 55 146 133 43 1
SE 116-165 49 1.4E-04 3.9E-01 0.1 2.4 MW-51 49 47.6 22.1 less-open 47 289 276 186 4
W 245-290 45 1.4E-04 3.9E-01 1.8 2.2 MW-51 50 48.5 21.1 less-open 39 295 282 192 4
W 245-290 45 1.4E-04 3.9E-01 0.9 0.9 MW-51 51 48.8 20.8 less-open 7
325 312 222 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.3 MW-51 52 50.0 19.7 less-open 45 200 187 97 5
S 166-200 34 2.5E-05 7.0E-02 1.2 8.2 MW-51 53 50.8 18.8 less-open 38 170 157 67 1
SE 116-165 49 2.5E-05 7.0E-02 0.8 5.0 MW-51 54 51.2 18.4 less-open 26 167 154 64 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.4 MW-51 55 52.8 16.8 less-open 28 307 294 204 NSR NSR NSR NSR 2.5E-05 7.0E-02 1.7 MW-51 56 55.9 13.8 less-open 32 322 309 219 NSR NSR NSR NSR 2.5E-05 7.0E-02 3.0 MW-51 57 56.7 12.9 less-open 20 304 291 201 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.9 MW-51 58 57.2 12.5 less-open 31 285 272 182 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.4 MW-51 59 57.3 12.4 less-open 61 147 134 44 1
SE 116-165 49 2.5E-05 7.0E-02 0.1 6.5 MW-51 60 58.2 11.4 less-open 60 164 151 61 1
SE 116-165 49 2.5E-05 7.0E-02 1.0 1.0 MW-51 61 59.0 10.6 less-open 17 275 262 172 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.8 MW-51 62 59.3 10.4 less-open 18 214 201 111 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.3 MW-51 63 60.3 9.4 less-open 28 215 202 112 NSR NSR NSR NSR TNP TNP 1.0 MW-51 64 61.9 7.8 less-open 69 174 161 71 1
SE 116-165 49 TNP TNP 1.6 3.6 MW-51 65 63.3 6.3 less-open 46 202 189 99 5
S 166-200 34 TNP TNP 1.4 13.3 MW-51 66 65.5 4.2 less-open 48 331 318 228 2
NW 291-335 44 2.5E-05 7.0E-02 2.2 19.8 MW-51 67 65.9 3.7 less-open 53 174 161 71 1
SE 116-165 49 2.5E-05 7.0E-02 0.5 4.1 MW-51 68 66.7 2.9 less-open 11 227 214 124 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.8 MW-51 69 66.8 2.9 less-open 39 294 281 191 4
W 245-290 45 2.5E-05 7.0E-02 0.0 18.3 MW-51 70 67.9 1.7 less-open 78 179 166 76 5
S 166-200 34 2.5E-05 7.0E-02 1.1 4.6 MW-51 71 68.9 0.7 less-open 74 195 182 92 5
S 166-200 34 2.5E-05 7.0E-02 1.0 1.0 MW-51 72 69.5 0.1 less-open 25 173 160 70 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.6 MW-51 73 70.5
-0.8 less-open 10 195 182 92 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.9 MW-51 74 70.7
-1.1 less-open 37 353 340 250 6
N 336-21 45 2.5E-05 7.0E-02 0.2 70.7 MW-51 75 70.9
-1.3 less-open 17 180 167 77 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 22 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-51 76 71.2
-1.6 less-open 16 197 184 94 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.3 MW-51 77 72.8
-3.2 less-open 78 359 346 256 6
N 336-21 45 2.5E-05 7.0E-02 1.6 2.1 MW-51 78 73.0
-3.3 less-open 54 143 130 40 1
SE 116-165 49 2.5E-05 7.0E-02 0.2 7.1 MW-51 79 73.6
-4.0 less-open 61 138 125 35 1
SE 116-165 49 2.5E-05 7.0E-02 0.7 0.7 MW-51 80 74.2
-4.6 less-open 59 142 129 39 1
SE 116-165 49 2.5E-05 7.0E-02 0.6 0.6 MW-51 81 74.5
-4.9 less-open 37 244 231 141 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.3 MW-51 82 75.7
-6.0 less-open 63 133 120 30 1
SE 116-165 49 TNP TNP 1.2 1.4 MW-51 83 76.3
-6.7 less-open 51 320 307 217 2
NW 291-335 44 TNP TNP 0.7 10.9 MW-51 84 78.1
-8.5 less-open 18 261 248 158 NSR NSR NSR NSR 2.8E-05 8.0E-02 1.8 MW-51 85 79.8
-10.2 less-open 48 282 269 179 4
W 245-290 45 2.8E-05 8.0E-02 1.7 13.1 MW-51 86 80.6
-11.0 open 16 129 116 26 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.7 MW-51 87 80.9
-11.2 less-open 57 136 123 33 1
SE 116-165 49 2.8E-05 8.0E-02 0.3 5.2 MW-51 88 81.5
-11.9 less-open 52 304 291 201 2
NW 291-335 44 2.8E-05 8.0E-02 0.6 5.2 MW-51 89 82.0
-12.4 less-open 63 121 108 18 3
E 70-115 45 2.8E-05 8.0E-02 0.5 38.4 MW-51 90 82.1
-12.5 less-open 47 332 319 229 2
NW 291-335 44 2.8E-05 8.0E-02 0.1 0.6 MW-51 91 82.4
-12.8 less-open 50 324 311 221 2
NW 291-335 44 2.8E-05 8.0E-02 0.3 0.3 MW-51 92 83.0
-13.4 less-open 41 140 127 37 1
SE 116-165 49 2.8E-05 8.0E-02 0.6 2.2 MW-51 93 84.3
-14.7 less-open 67 134 121 31 1
SE 116-165 49 2.8E-05 8.0E-02 1.3 1.3 MW-51 94 86.1
-16.5 less-open 58 301 288 198 4
W 245-290 45 2.8E-05 8.0E-02 1.8 6.2 MW-51 95 86.8
-17.2 less-open 61 133 120 30 1
SE 116-165 49 2.8E-05 8.0E-02 0.8 2.5 MW-51 96 87.3
-17.6 less-open 50 282 269 179 4
W 245-290 45 2.8E-05 8.0E-02 0.4 1.2 MW-51 97 88.1
-18.5 less-open 39 289 276 186 4
W 245-290 45 TNP TNP 0.8 0.8 MW-51 98 88.4
-18.8 less-open 49 308 295 205 2
NW 291-335 44 TNP TNP 0.3 6.0 MW-51 99 89.4
-19.8 less-open 38 288 275 185 4
W 245-290 45 7.8E-05 2.2E-01 0.9 1.3 MW-51 100 89.6
-20.0 less-open 45 288 275 185 4
W 245-290 45 7.8E-05 2.2E-01 0.2 0.2 MW-51 101 89.8
-20.1 less-open 53 120 107 17 3
E 70-115 45 7.8E-05 2.2E-01 0.2 7.8 MW-51 102 91.0
-21.3 less-open 26 275 262 172 NSR NSR NSR NSR 7.8E-05 2.2E-01 1.2 MW-51 103 92.5
-22.9 less-open 57 133 120 30 1
SE 116-165 49 7.8E-05 2.2E-01 1.5 5.7 MW-51 104 93.0
-23.4 less-open 40 288 275 185 4
W 245-290 45 7.8E-05 2.2E-01 0.5 3.4 MW-51 105 93.5
-23.9 less-open 24 325 312 222 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.5 MW-51 106 94.1
-24.5 less-open 42 333 320 230 2
NW 291-335 44 7.8E-05 2.2E-01 0.6 5.7 MW-51 107 94.8
-25.2 less-open 29 299 286 196 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.7 MW-51 108 95.1
-25.5 less-open 44 308 295 205 2
NW 291-335 44 7.8E-05 2.2E-01 0.3 1.0 MW-51 109 95.5
-25.9 less-open 55 294 281 191 4
W 245-290 45 7.8E-05 2.2E-01 0.4 2.5 MW-51 110 95.7
-26.0 less-open 65 303 290 200 4
W 245-290 45 7.8E-05 2.2E-01 0.2 0.2 MW-51 111 96.1
-26.5 less-open 61 316 303 213 2
NW 291-335 44 7.8E-05 2.2E-01 0.4 0.9 MW-51 112 96.4
-26.8 less-open 51 305 292 202 2
NW 291-335 44 7.8E-05 2.2E-01 0.4 0.4 MW-51 113 96.7
-27.1 less-open 45 324 311 221 2
NW 291-335 44 7.8E-05 2.2E-01 0.3 0.3 MW-51 114 97.4
-27.7 less-open 34 281 268 178 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.6 MW-51 115 97.6
-28.0 less-open 37 297 284 194 4
W 245-290 45 7.8E-05 2.2E-01 0.3 2.0 MW-51 116 99.0
-29.3 less-open 40 317 304 214 2
NW 291-335 44 TNP TNP 1.3 2.2 MW-51 117 100.6
-30.9 less-open 35 213 200 110 5
S 166-200 34 5.6E-05 1.6E-01 1.6 31.7 MW-51 118 102.9
-33.3 less-open 62 313 300 210 2
NW 291-335 44 5.6E-05 1.6E-01 2.4 4.0 MW-51 119 103.2
-33.5 less-open 58 283 270 180 4
W 245-290 45 5.6E-05 1.6E-01 0.2 5.5 MW-51 120 103.6
-34.0 less-open 67 299 286 196 4
W 245-290 45 5.6E-05 1.6E-01 0.5 0.5 MW-51 121 103.6
-34.0 less-open 44 288 275 185 4
W 245-290 45 5.6E-05 1.6E-01 0.0 0.0 MW-51 122 104.2
-34.6 less-open 59 299 286 196 4
W 245-290 45 5.6E-05 1.6E-01 0.6 0.6 MW-51 123 104.9
-35.3 open 17 259 246 156 NSR NSR NSR NSR 5.6E-05 1.6E-01 0.7 MW-51 124 105.5
-35.8 less-open 16 187 174 84 NSR NSR NSR NSR 5.6E-05 1.6E-01 0.6 MW-51 125 110.7
-41.1 less-open 61 110 97 7
3 E
70-115 45 4.2E-05 1.2E-01 5.2 20.9 MW-51 126 112.7
-43.1 open 4
98 85 355 NSR NSR NSR NSR 4.2E-05 1.2E-01 2.0 MW-51 127 115.2
-45.6 less-open 28 253 240 150 NSR NSR NSR NSR 4.2E-05 1.2E-01 2.5 MW-51 128 118.1
-48.5 less-open 8
97 84 354 NSR NSR NSR NSR 4.2E-05 1.2E-01 2.9 MW-51 129 118.2
-48.5 less-open 13 88 75 345 NSR NSR NSR NSR 4.2E-05 1.2E-01 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 23 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-51 130 118.4
-48.8 less-open 30 186 173 83 NSR NSR NSR NSR 4.2E-05 1.2E-01 0.2 MW-51 131 118.8
-49.1 less-open 22 222 209 119 NSR NSR NSR NSR TNP TNP 0.4 MW-51 132 119.2
-49.5 less-open 26 227 214 124 NSR NSR NSR NSR TNP TNP 0.4 MW-51 133 119.5
-49.9 less-open 40 257 244 154 NSR NSR NSR NSR TNP TNP 0.3 MW-51 134 120.5
-50.9 less-open 39 287 274 184 4
W 245-290 45 1.4E-05 4.0E-02 1.0 16.3 MW-51 135 120.6
-51.0 less-open 44 273 260 170 4
W 245-290 45 1.4E-05 4.0E-02 0.2 0.2 MW-51 136 121.5
-51.9 less-open 51 293 280 190 4
W 245-290 45 1.4E-05 4.0E-02 0.9 0.9 MW-51 137 121.6
-52.0 less-open 75 316 303 213 2
NW 291-335 44 1.4E-05 4.0E-02 0.1 18.7 MW-51 138 123.1
-53.5 less-open 17 97 84 354 NSR NSR NSR NSR 1.4E-05 4.0E-02 1.5 MW-51 139 123.6
-53.9 less-open 33 72 59 329 NSR NSR NSR NSR 1.4E-05 4.0E-02 0.5 MW-51 140 124.6
-55.0 less-open 42 295 282 192 4
W 245-290 45 1.4E-05 4.0E-02 1.1 3.1 MW-51 141 125.9
-56.3 less-open 33 258 245 155 NSR NSR NSR NSR 1.4E-05 4.0E-02 1.3 MW-51 142 126.2
-56.6 less-open 66 123 110 20 3
E 70-115 45 1.4E-05 4.0E-02 0.3 15.5 MW-51 143 126.8
-57.2 less-open 41 263 250 160 4
W 245-290 45 1.4E-05 4.0E-02 0.6 2.2 MW-51 144 127.0
-57.4 less-open 57 259 246 156 4
W 245-290 45 1.4E-05 4.0E-02 0.2 0.2 MW-51 145 127.5
-57.9 less-open 26 288 275 185 NSR NSR NSR NSR 1.4E-05 4.0E-02 0.6 MW-51 146 128.7
-59.1 less-open 39 287 274 184 4
W 245-290 45 1.4E-05 4.0E-02 1.1 1.7 MW-51 147 128.9
-59.3 less-open 62 132 119 29 1
SE 116-165 49 1.4E-05 4.0E-02 0.3 36.5 MW-51 148 129.3
-59.7 less-open 64 326 313 223 2
NW 291-335 44 1.4E-05 4.0E-02 0.3 7.7 MW-51 149 129.3
-59.7 less-open 65 147 134 44 1
SE 116-165 49 1.4E-05 4.0E-02 0.0 0.4 MW-51 150 131.9
-62.3 less-open 49 247 234 144 NSR NSR NSR NSR 2.8E-05 8.0E-02 2.6 MW-51 151 132.5
-62.9 less-open 27 334 321 231 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.6 MW-51 152 133.1
-63.5 less-open 60 36 23 293 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.6 MW-51 153 133.8
-64.2 less-open 28 265 252 162 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.7 MW-51 154 135.1
-65.5 less-open 15 125 112 22 NSR NSR NSR NSR 2.8E-05 8.0E-02 1.3 MW-51 155 136.0
-66.4 less-open 37 300 287 197 4
W 245-290 45 2.8E-05 8.0E-02 0.8 7.3 MW-51 156 136.2
-66.6 less-open 29 276 263 173 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.2 MW-51 157 136.3
-66.7 less-open 41 278 265 175 4
W 245-290 45 2.8E-05 8.0E-02 0.1 0.3 MW-51 158 136.9
-67.3 less-open 57 133 120 30 1
SE 116-165 49 2.8E-05 8.0E-02 0.6 7.6 MW-51 159 137.1
-67.5 less-open 34 119 106 16 3
E 70-115 45 2.8E-05 8.0E-02 0.3 11.0 MW-51 160 137.6
-68.0 less-open 37 257 244 154 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.4 MW-51 161 137.7
-68.1 less-open 26 238 225 135 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.1 MW-51 162 138.9
-69.3 less-open 55 133 120 30 1
SE 116-165 49 2.8E-05 8.0E-02 1.2 2.0 MW-51 163 139.4
-69.8 less-open 56 127 114 24 3
E 70-115 45 2.8E-05 8.0E-02 0.5 2.3 MW-51 164 139.7
-70.1 less-open 59 127 114 24 3
E 70-115 45 2.8E-05 8.0E-02 0.3 0.3 MW-51 165 140.1
-70.5 less-open 22 281 268 178 NSR NSR NSR NSR 2.8E-05 8.0E-02 0.4 MW-51 166 140.7
-71.1 less-open 56 116 103 13 3
E 70-115 45 TNP TNP 0.6 1.0 MW-51 167 141.7
-72.1 less-open 35 91 78 348 3
E 70-115 45 TNP TNP 1.1 1.1 MW-51 168 144.3
-74.7 less-open 31 128 115 25 NSR NSR NSR NSR 1.8E-05 5.0E-02 2.5 MW-51 169 144.9
-75.3 less-open 40 224 211 121 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.6 MW-51 170 145.0
-75.3 less-open 43 303 290 200 4
W 245-290 45 1.8E-05 5.0E-02 0.1 8.6 MW-51 171 145.2
-75.5 less-open 38 111 98 8
3 E
70-115 45 1.8E-05 5.0E-02 0.2 3.4 MW-51 172 151.1
-81.5 less-open 15 284 271 181 NSR NSR NSR NSR 1.8E-05 5.0E-02 5.9 MW-51 173 151.4
-81.8 less-open 32 269 256 166 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.4 MW-51 174 152.1
-82.5 less-open 22 298 285 195 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.7 MW-51 175 153.3
-83.7 less-open 57 296 283 193 4
W 245-290 45 TNP TNP 1.2 8.4 MW-51 176 155.0
-85.4 less-open 62 24 11 281 6
N 336-21 45 2.8E-05 8.0E-02 1.7 82.2 MW-51 177 156.9
-87.3 less-open 48 316 303 213 2
NW 291-335 44 2.8E-05 8.0E-02 1.9 27.6 MW-51 178 157.9
-88.3 less-open 56 287 274 184 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 1.0 4.6 MW-51 179 158.3
-88.7 less-open 41 285 272 182 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.4 0.4 MW-51 180 159.0
-89.3 less-open 56 111 98 8
3 E
70-115 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.7 13.8 MW-51 181 159.2
-89.6 less-open 45 281 268 178 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.2 0.9 MW-51 182 159.7
-90.1 less-open 40 264 251 161 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.5 0.5 MW-51 183 160.8
-91.2 less-open 39 284 271 181 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 1.1 1.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 24 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-51 184 161.3
-91.7 less-open 47 293 280 190 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.5 0.5 MW-51 185 161.8
-92.2 less-open 41 272 259 169 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.5 0.5 MW-51 186 162.4
-92.8 less-open 45 276 263 173 4
W 245-290 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.6 0.6 MW-51 187 163.0
-93.3 less-open 40 315 302 212 2
NW 291-335 44 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.5 6.1 MW-51 188 163.2
-93.6 less-open 57 101 88 358 3
E 70-115 45 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.3 4.3 MW-51 189 163.3
-93.7 less-open 30 285 272 182 NSR NSR NSR NSR 2.8E-05 6.4E-05 8.0E-02 1.8E-01 0.1 MW-51 190 164.5
-94.8 less-open 28 308 295 205 NSR NSR NSR NSR 6.4E-05 1.8E-01 1.2 MW-51 191 165.1
-95.5 less-open 32 297 284 194 NSR NSR NSR NSR 6.4E-05 1.8E-01 0.6 MW-51 192 165.4
-95.8 less-open 64 116 103 13 3
E 70-115 45 6.4E-05 1.8E-01 0.3 2.2 MW-51 193 165.6
-95.9 less-open 65 127 114 24 3
E 70-115 45 6.4E-05 1.8E-01 0.2 0.2 MW-51 194 166.6
-97.0 less-open 36 330 317 227 2
NW 291-335 44 6.4E-05 1.8E-01 1.1 3.7 MW-51 195 168.0
-98.4 less-open 58 304 291 201 2
NW 291-335 44 TNP TNP 1.4 1.4 MW-51 196 171.1
-101.5 less-open 44 259 246 156 4
W 245-290 45 TNP TNP 3.1 8.7 MW-51 197 171.5
-101.9 less-open 29 312 299 209 NSR NSR NSR NSR TNP TNP 0.4 MW-51 198 174.4
-104.7 less-open 60 286 273 183 4
W 245-290 45 4.9E-05 1.4E-01 2.8 3.2 MW-51 199 178.0
-108.4 less-open 80 150 137 47 1
SE 116-165 49 4.9E-05 1.4E-01 3.6 39.1 MW-51 200 180.0
-110.4 less-open 33 313 300 210 NSR NSR NSR NSR 4.9E-05 1.4E-01 2.0 MW-51 201 181.2
-111.5 less-open 37 282 269 179 4
W 245-290 45 4.9E-05 1.4E-01 1.2 6.8 MW-51 202 181.2
-111.6 less-open 62 200 187 97 5
S 166-200 34 4.9E-05 1.4E-01 0.1 80.7 MW-51 203 182.5
-112.8 less-open 32 311 298 208 NSR NSR NSR NSR 4.9E-05 1.4E-01 1.2 MW-51 204 184.7
-115.1 less-open 58 291 278 188 4
W 245-290 45 6.7E-05 1.9E-01 2.2 3.5 MW-51 205 186.8
-117.2 less-open 28 291 278 188 NSR NSR NSR NSR 6.7E-05 1.9E-01 2.1 MW-51 206 187.1
-117.5 less-open 78 209 196 106 5
S 166-200 34 6.7E-05 1.9E-01 0.3 5.9 MW-51 207 188.0
-118.3 less-open 48 281 268 178 4
W 245-290 45 6.7E-05 1.9E-01 0.8 3.3 MW-51 208 188.7
-119.0 less-open 46 266 253 163 4
W 245-290 45 6.7E-05 1.9E-01 0.7 0.7 MW-51 209 189.0
-119.4 less-open 62 133 120 30 1
SE 116-165 49 6.7E-05 1.9E-01 0.3 11.0 MW-51 210 189.6
-120.0 less-open 60 110 97 7
3 E
70-115 45 6.7E-05 1.9E-01 0.6 24.0 MW-51 211 190.2
-120.5 less-open 62 123 110 20 3
E 70-115 45 6.7E-05 1.9E-01 0.6 0.6 MW-51 212 191.0
-121.4 less-open 40 286 273 183 4
W 245-290 45 6.7E-05 1.9E-01 0.8 2.3 MW-51 213 191.2
-121.5 less-open 54 141 128 38 1
SE 116-165 49 6.7E-05 1.9E-01 0.2 2.2 MW-51 214 191.3
-121.7 less-open 53 282 269 179 4
W 245-290 45 6.7E-05 1.9E-01 0.1 0.3 MW-51 215 191.8
-122.2 less-open 49 260 247 157 4
W 245-290 45 6.7E-05 1.9E-01 0.5 0.5 MW-51 216 192.0
-122.4 less-open 35 262 249 159 4
W 245-290 45 6.7E-05 1.9E-01 0.2 0.2 MW-51 217 192.3
-122.6 less-open 44 303 290 200 4
W 245-290 45 6.7E-05 1.9E-01 0.2 0.2 MW-51 218 193.0
-123.4 less-open 60 141 128 38 1
SE 116-165 49 6.7E-05 1.9E-01 0.8 1.9 MW-51 219 193.6
-123.9 less-open 39 315 302 212 2
NW 291-335 44 6.7E-05 1.9E-01 0.5 25.6 MW-51 220 194.5
-124.8 less-open 63 134 121 31 1
SE 116-165 49 TNP TNP 0.9 1.4 MW-51 221 194.5
-124.8 less-open 46 242 229 139 NSR NSR NSR NSR TNP TNP 0.0 MW-51 222 195.2
-125.6 less-open 13 319 306 216 NSR NSR NSR NSR TNP TNP 0.8 MW-51 223 196.6
-127.0 less-open 74 23 10 280 6
N 336-21 45 TNP TNP 1.4 41.6 MW-51 224 197.7
-128.1 less-open 2
360 347 257 NSR NSR NSR NSR TNP TNP 1.1 MW-51 225 197.9
-128.3 less-open 1
346 333 243 NSR NSR NSR NSR TNP TNP 0.2 MW-51 226 198.1
-128.5 less-open 6
127 114 24 NSR NSR NSR NSR TNP TNP 0.2 MW-52 1
13.8 3.0 less-open 62 55 42 312 NSR NSR NSR NSR 1.4E-04 4.0E-01 NA MW-52 2
13.8 3.0 open 47 115 102 12 3
E 70-115 45 1.4E-04 4.0E-01 0.0 13.8 MW-52 3
13.9 2.9 less-open 64 56 43 313 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.1 MW-52 4
14.0 2.8 open 42 129 116 26 1
SE 116-165 49 1.4E-04 4.0E-01 0.1 14.0 MW-52 5
14.2 2.5 less-open 53 102 89 359 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.4 MW-52 6
14.5 2.3 less-open 38 64 51 321 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.3 MW-52 7
14.6 2.1 less-open 37 56 43 313 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.1 MW-52 8
14.7 2.1 less-open 66 164 151 61 1
SE 116-165 49 1.4E-04 4.0E-01 0.0 0.7 MW-52 9
14.8 1.9 open 60 69 56 326 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 MW-52 10 15.1 1.7 less-open 67 71 58 328 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 MW-52 11 15.2 1.5 less-open 58 70 57 327 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 25 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-52 12 15.6 1.2 less-open 61 76 63 333 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.3 MW-52 13 15.6 1.1 less-open 63 71 58 328 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.1 MW-52 14 15.7 1.1 less-open 59 8
355 265 6
N 336-21 45 1.4E-04 4.0E-01 0.0 15.7 MW-52 15 16.0 0.7 less-open 50 82 69 339 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.4 MW-52 16 16.3 0.5 less-open 61 71 58 328 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 MW-52 17 16.4 0.3 less-open 53 76 63 333 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.2 MW-52 18 16.7 0.1 less-open 59 66 53 323 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.3 MW-52 19 16.8 0.0 less-open 40 281 268 178 4
W 245-290 45 1.4E-04 4.0E-01 0.1 16.8 MW-52 20 16.9
-0.1 less-open 65 162 149 59 1
SE 116-165 49 1.4E-04 4.0E-01 0.1 2.2 MW-52 21 17.0
-0.3 less-open 60 76 63 333 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.1 MW-52 22 17.6
-0.9 less-open 62 72 59 329 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.6 MW-52 23 18.9
-2.2 less-open 59 82 69 339 NSR NSR NSR NSR 1.4E-04 2.5E-07 4.0E-01 7.0E-04 1.3 MW-52 24 19.1
-2.3 less-open 66 148 135 45 1
SE 116-165 49 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.1 2.2 MW-52 25 19.1
-2.3 less-open 52 98 85 355 3
E 70-115 45 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.0 4.9 MW-52 26 19.6
-2.9 less-open 60 148 135 45 1
SE 116-165 49 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.6 0.6 MW-52 27 19.7
-2.9 less-open 73 167 154 64 1
SE 116-165 49 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.1 0.1 MW-52 28 20.3
-3.5 open 61 72 59 329 NSR NSR NSR NSR 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.6 MW-52 29 20.4
-3.6 open 56 64 51 321 NSR NSR NSR NSR 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.1 MW-52 30 20.5
-3.7 open 60 74 61 331 NSR NSR NSR NSR 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.1 MW-52 31 20.9
-4.1 less-open 43 98 85 355 3
E 70-115 45 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.4 1.8 MW-52 32 21.4
-4.6 less-open 51 96 83 353 3
E 70-115 45 1.4E-04 2.5E-07 4.0E-01 7.0E-04 0.6 0.6 MW-52 33 21.8
-5.1 less-open 44 300 287 197 4
W 245-290 45 2.5E-07 7.0E-04 0.4 5.1 MW-52 34 23.0
-6.2 less-open 62 163 150 60 1
SE 116-165 49 2.5E-07 7.0E-04 1.1 3.3 MW-52 35 23.9
-7.1 less-open 72 73 60 330 NSR NSR NSR NSR 2.5E-07 7.0E-04 0.9 MW-52 36 24.5
-7.7 less-open 62 72 59 329 NSR NSR NSR NSR 2.5E-07 7.0E-04 0.6 MW-52 37 25.2
-8.4 less-open 28 326 313 223 NSR NSR NSR NSR 2.5E-07 7.0E-04 0.7 MW-52 38 25.6
-8.8 less-open 25 321 308 218 NSR NSR NSR NSR 2.5E-07 7.0E-04 0.4 MW-52 39 26.3
-9.5 less-open 35 139 126 36 1
SE 116-165 49 2.5E-07 7.0E-04 0.7 3.3 MW-52 40 26.7
-10.0 less-open 78 154 141 51 1
SE 116-165 49 2.5E-07 7.0E-04 0.4 0.4 MW-52 41 26.8
-10.1 less-open 79 162 149 59 1
SE 116-165 49 2.5E-07 7.0E-04 0.1 0.1 MW-52 42 27.3
-10.6 less-open 43 112 99 9
3 E
70-115 45 2.5E-07 7.0E-04 0.5 5.9 MW-52 43 28.6
-11.8 less-open 48 272 259 169 4
W 245-290 45 3.5E-07 1.0E-03 1.2 6.7 MW-52 44 29.1
-12.3 less-open 33 300 287 197 NSR NSR NSR NSR 3.5E-07 1.0E-03 0.5 MW-52 45 29.4
-12.6 less-open 81 152 139 49 1
SE 116-165 49 3.5E-07 1.0E-03 0.3 2.6 MW-52 46 30.4
-13.6 less-open 29 285 272 182 NSR NSR NSR NSR 3.5E-07 1.0E-03 1.0 MW-52 47 31.1
-14.3 less-open 58 117 104 14 3
E 70-115 45 3.5E-07 1.0E-03 0.7 3.8 MW-52 48 31.5
-14.7 less-open 80 184 171 81 5
S 166-200 34 3.5E-07 1.0E-03 0.4 31.5 MW-52 49 31.9
-15.1 less-open 51 328 315 225 2
NW 291-335 44 3.5E-07 1.0E-03 0.4 31.9 MW-52 50 33.3
-16.6 less-open 26 217 204 114 NSR NSR NSR NSR 3.5E-07 1.0E-03 1.5 MW-52 51 34.1
-17.4 less-open 17 50 37 307 NSR NSR NSR NSR 3.5E-07 1.0E-03 0.8 MW-52 52 34.2
-17.4 less-open 68 116 103 13 3
E 70-115 45 3.5E-07 1.0E-03 0.0 3.1 MW-52 53 34.8
-18.0 less-open 24 329 316 226 NSR NSR NSR NSR 3.5E-07 1.0E-03 0.6 MW-52 54 36.7
-19.9 less-open 20 349 336 246 NSR NSR NSR NSR 3.5E-07 1.0E-03 1.9 MW-52 55 38.2
-21.4 less-open 41 143 130 40 1
SE 116-165 49 TNP TNP 1.5 8.8 MW-52 56 39.2
-22.4 less-open 47 127 114 24 3
E 70-115 45 4.6E-07 1.3E-03 1.0 5.0 MW-52 57 39.9
-23.1 less-open 59 88 75 345 3
E 70-115 45 4.6E-07 1.3E-03 0.8 0.8 MW-52 58 40.1
-23.3 less-open 53 126 113 23 3
E 70-115 45 4.6E-07 1.3E-03 0.2 0.2 MW-52 59 40.2
-23.4 less-open 73 170 157 67 1
SE 116-165 49 4.6E-07 1.3E-03 0.1 2.0 MW-52 60 40.9
-24.1 less-open 61 159 146 56 1
SE 116-165 49 4.6E-07 1.3E-03 0.7 0.7 MW-52 61 41.3
-24.5 less-open 42 101 88 358 3
E 70-115 45 4.6E-07 1.3E-03 0.4 1.2 MW-52 62 41.8
-25.0 less-open 71 165 152 62 1
SE 116-165 49 4.6E-07 1.3E-03 0.5 0.9 MW-52 63 41.8
-25.1 less-open 71 84 71 341 3
E 70-115 45 4.6E-07 1.3E-03 0.0 0.5 MW-52 64 43.3
-26.5 less-open 28 326 313 223 NSR NSR NSR NSR 4.6E-07 1.3E-03 1.5 MW-52 65 44.3
-27.5 less-open 32 150 137 47 NSR NSR NSR NSR 4.6E-07 1.3E-03 1.0 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 26 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-52 66 44.6
-27.8 less-open 34 121 108 18 3
E 70-115 45 4.6E-07 1.3E-03 0.3 2.7 MW-52 67 44.9
-28.1 less-open 66 166 153 63 1
SE 116-165 49 4.6E-07 1.3E-03 0.3 3.1 MW-52 68 44.9
-28.2 less-open 40 296 283 193 4
W 245-290 45 4.6E-07 1.3E-03 0.1 16.4 MW-52 69 46.0
-29.3 less-open 43 129 116 26 1
SE 116-165 49 4.6E-07 1.3E-03 1.1 1.2 MW-52 70 46.1
-29.3 less-open 62 165 152 62 1
SE 116-165 49 4.6E-07 1.3E-03 0.1 0.1 MW-52 71 46.7
-29.9 less-open 63 71 58 328 NSR NSR NSR NSR 4.6E-07 1.3E-03 0.5 MW-52 72 46.7
-29.9 less-open 51 68 55 325 NSR NSR NSR NSR 4.6E-07 1.3E-03 0.0 MW-52 73 46.7
-29.9 less-open 31 139 126 36 NSR NSR NSR NSR 4.6E-07 1.3E-03 0.0 MW-52 74 46.9
-30.1 less-open 53 14 1
271 6
N 336-21 45 4.6E-07 1.3E-03 0.2 31.2 MW-52 75 47.1
-30.4 less-open 36 351 338 248 6
N 336-21 45 4.6E-07 1.3E-03 0.3 0.3 MW-52 76 47.6
-30.8 less-open 49 5
352 262 6
N 336-21 45 4.6E-07 1.3E-03 0.4 0.4 MW-52 77 48.2
-31.4 less-open 44 8
355 265 6
N 336-21 45 4.6E-07 1.3E-03 0.6 0.6 MW-52 78 50.6
-33.8 less-open 70 228 215 125 NSR NSR NSR NSR 6.0E-05 1.7E-01 2.3 MW-52 79 50.6
-33.8 less-open 44 359 346 256 6
N 336-21 45 6.0E-05 1.7E-01 0.0 2.4 MW-52 80 51.2
-34.4 open 40 10 357 267 6
N 336-21 45 6.0E-05 1.7E-01 0.6 0.6 MW-52 81 51.2
-34.4 less-open 80 204 191 101 5
S 166-200 34 6.0E-05 1.7E-01 0.1 19.8 MW-52 82 53.6
-36.8 less-open 64 228 215 125 NSR NSR NSR NSR 6.0E-05 1.7E-01 2.4 MW-52 83 54.4
-37.6 less-open 53 80 67 337 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.8 MW-52 84 54.6
-37.8 less-open 76 71 58 328 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.2 MW-52 85 56.4
-39.7 less-open 63 83 70 340 3
E 70-115 45 6.0E-05 1.7E-01 1.8 11.9 MW-52 86 56.6
-39.9 less-open 50 345 332 242 2
NW 291-335 44 6.0E-05 1.7E-01 0.2 24.8 MW-52 87 56.8
-40.0 less-open 62 88 75 345 3
E 70-115 45 6.0E-05 1.7E-01 0.1 0.3 MW-52 88 56.9
-40.1 less-open 61 94 81 351 3
E 70-115 45 6.0E-05 1.7E-01 0.1 0.1 MW-52 89 57.2
-40.4 less-open 72 79 66 336 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.3 MW-52 90 57.4
-40.6 less-open 68 331 318 228 2
NW 291-335 44 6.0E-05 1.7E-01 0.2 0.7 MW-52 91 57.4
-40.7 less-open 67 95 82 352 3
E 70-115 45 6.0E-05 1.7E-01 0.1 0.6 MW-52 92 57.9
-41.2 less-open 69 96 83 353 3
E 70-115 45 6.0E-05 1.7E-01 0.5 0.5 MW-52 93 58.3
-41.5 less-open 65 86 73 343 3
E 70-115 45 6.0E-05 1.7E-01 0.4 0.4 MW-52 94 60.5
-43.7 less-open 53 354 341 251 6
N 336-21 45 7.1E-07 2.0E-03 2.2 9.3 MW-52 95 61.2
-44.4 less-open 51 8
355 265 6
N 336-21 45 7.1E-07 2.0E-03 0.7 0.7 MW-52 96 61.6
-44.9 less-open 47 107 94 4
3 E
70-115 45 7.1E-07 2.0E-03 0.5 3.4 MW-52 97 62.0
-45.2 less-open 27 140 127 37 NSR NSR NSR NSR 7.1E-07 2.0E-03 0.3 MW-52 98 62.1
-45.4 less-open 40 120 107 17 3
E 70-115 45 7.1E-07 2.0E-03 0.2 0.5 MW-52 99 62.6
-45.9 less-open 37 121 108 18 3
E 70-115 45 7.1E-07 2.0E-03 0.5 0.5 MW-52 100 63.0
-46.2 less-open 49 353 340 250 6
N 336-21 45 7.1E-07 2.0E-03 0.4 1.8 MW-52 101 63.5
-46.7 less-open 64 307 294 204 2
NW 291-335 44 7.1E-07 2.0E-03 0.5 6.2 MW-52 102 63.8
-47.1 less-open 67 82 69 339 NSR NSR NSR NSR 7.1E-07 2.0E-03 0.3 MW-52 103 64.3
-47.6 less-open 72 81 68 338 NSR NSR NSR NSR 7.1E-07 2.0E-03 0.5 MW-52 104 64.6
-47.8 less-open 62 85 72 342 3
E 70-115 45 7.1E-07 2.0E-03 0.3 2.0 MW-52 105 64.8
-48.0 less-open 50 111 98 8
3 E
70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 106 64.8
-48.0 less-open 48 107 94 4
3 E
70-115 45 7.1E-07 2.0E-03 0.0 0.0 MW-52 107 64.9
-48.2 less-open 53 100 87 357 3
E 70-115 45 7.1E-07 2.0E-03 0.1 0.1 MW-52 108 65.2
-48.4 less-open 50 112 99 9
3 E
70-115 45 7.1E-07 2.0E-03 0.3 0.3 MW-52 109 65.3
-48.5 less-open 75 110 97 7
3 E
70-115 45 7.1E-07 2.0E-03 0.1 0.1 MW-52 110 65.3
-48.5 less-open 51 109 96 6
3 E
70-115 45 7.1E-07 2.0E-03 0.0 0.0 MW-52 111 65.5
-48.8 less-open 52 102 89 359 3
E 70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 112 65.7
-48.9 open 54 95 82 352 3
E 70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 113 66.1
-49.4 less-open 52 89 76 346 3
E 70-115 45 7.1E-07 2.0E-03 0.4 0.4 MW-52 114 66.4
-49.6 less-open 48 111 98 8
3 E
70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 115 66.5
-49.7 less-open 76 75 62 332 NSR NSR NSR NSR 7.1E-07 2.0E-03 0.1 MW-52 116 66.6
-49.8 less-open 60 91 78 348 3
E 70-115 45 7.1E-07 2.0E-03 0.1 0.2 MW-52 117 67.0
-50.2 less-open 66 284 271 181 4
W 245-290 45 7.1E-07 2.0E-03 0.4 22.0 MW-52 118 67.0
-50.2 less-open 48 100 87 357 3
E 70-115 45 7.1E-07 2.0E-03 0.0 0.4 MW-52 119 67.1
-50.3 less-open 63 69 56 326 NSR NSR NSR NSR 7.1E-07 2.0E-03 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 27 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-52 120 67.2
-50.4 less-open 47 104 91 1
3 E
70-115 45 7.1E-07 2.0E-03 0.1 0.2 MW-52 121 67.4
-50.6 less-open 59 111 98 8
3 E
70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 122 67.7
-50.9 less-open 44 103 90 360 3
E 70-115 45 7.1E-07 2.0E-03 0.3 0.3 MW-52 123 67.8
-51.0 less-open 48 120 107 17 3
E 70-115 45 7.1E-07 2.0E-03 0.1 0.1 MW-52 124 69.3
-52.5 less-open 49 104 91 1
3 E
70-115 45 7.1E-07 2.0E-03 1.5 1.5 MW-52 125 69.5
-52.8 less-open 51 108 95 5
3 E
70-115 45 7.1E-07 2.0E-03 0.3 0.3 MW-52 126 69.7
-52.9 less-open 47 109 96 6
3 E
70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 127 70.0
-53.2 less-open 45 99 86 356 3
E 70-115 45 7.1E-07 2.0E-03 0.3 0.3 MW-52 128 70.2
-53.4 less-open 53 117 104 14 3
E 70-115 45 7.1E-07 2.0E-03 0.1 0.1 MW-52 129 71.4
-54.6 less-open 52 108 95 5
3 E
70-115 45 7.1E-07 2.0E-03 1.2 1.2 MW-52 130 72.0
-55.2 less-open 56 91 78 348 3
E 70-115 45 7.1E-07 2.0E-03 0.7 0.7 MW-52 131 72.1
-55.4 less-open 60 97 84 354 3
E 70-115 45 7.1E-07 2.0E-03 0.1 0.1 MW-52 132 72.4
-55.7 less-open 51 114 101 11 3
E 70-115 45 7.1E-07 2.0E-03 0.3 0.3 MW-52 133 74.1
-57.3 less-open 60 93 80 350 3
E 70-115 45 7.1E-07 2.0E-03 1.7 1.7 MW-52 134 74.2
-57.4 less-open 61 102 89 359 3
E 70-115 45 7.1E-07 2.0E-03 0.1 0.1 MW-52 135 74.5
-57.7 less-open 61 88 75 345 3
E 70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 136 74.6
-57.9 less-open 65 92 79 349 3
E 70-115 45 7.1E-07 2.0E-03 0.2 0.2 MW-52 137 74.8
-58.0 less-open 64 90 77 347 3
E 70-115 45 7.1E-07 2.0E-03 0.1 0.1 MW-52 138 77.0
-60.2 less-open 66 82 69 339 NSR NSR NSR NSR 7.1E-07 7.1E-06 2.0E-03 2.0E-02 2.3 MW-52 139 77.2
-60.5 less-open 81 195 182 92 5
S 166-200 34 7.1E-07 7.1E-06 2.0E-03 2.0E-02 0.2 26.0 MW-52 140 79.3
-62.5 less-open 54 354 341 251 6
N 336-21 45 7.1E-06 2.0E-02 2.0 16.3 MW-52 141 79.4
-62.6 less-open 63 336 323 233 2
NW 291-335 44 7.1E-06 2.0E-02 0.1 15.9 MW-52 142 80.5
-63.7 less-open 79 129 116 26 1
SE 116-165 49 7.1E-06 2.0E-02 1.1 34.4 MW-52 143 81.7
-64.9 less-open 75 176 163 73 1
SE 116-165 49 7.1E-06 2.0E-02 1.1 1.1 MW-52 144 82.7
-65.9 less-open 71 175 162 72 1
SE 116-165 49 7.1E-06 2.0E-02 1.0 1.0 MW-52 145 84.5
-67.7 less-open 70 212 199 109 5
S 166-200 34 7.1E-06 2.0E-02 1.8 7.3 MW-52 146 84.5
-67.8 less-open 72 174 161 71 1
SE 116-165 49 7.1E-06 2.0E-02 0.0 1.9 MW-52 147 84.8
-68.1 less-open 60 339 326 236 2
NW 291-335 44 7.1E-06 2.0E-02 0.3 5.4 MW-52 148 85.4
-68.7 less-open 73 190 177 87 5
S 166-200 34 7.1E-06 2.0E-02 0.6 0.9 MW-52 149 85.7
-68.9 less-open 48 113 100 10 3
E 70-115 45 7.1E-06 2.0E-02 0.3 10.9 MW-52 150 85.7
-69.0 less-open 55 343 330 240 2
NW 291-335 44 7.1E-06 2.0E-02 0.0 0.9 MW-52 151 85.8
-69.0 less-open 74 182 169 79 5
S 166-200 34 7.1E-06 2.0E-02 0.0 0.3 MW-52 152 87.0
-70.2 less-open 50 112 99 9
3 E
70-115 45 TNP TNP 1.3 1.3 MW-52 153 88.2
-71.4 less-open 55 343 330 240 2
NW 291-335 44 TNP TNP 1.2 2.5 MW-52 154 89.0
-72.2 less-open 55 91 78 348 3
E 70-115 45 8.5E-05 2.4E-01 0.8 2.0 MW-52 155 89.2
-72.4 less-open 63 102 89 359 3
E 70-115 45 8.5E-05 2.4E-01 0.2 0.2 MW-52 156 89.8
-73.0 less-open 56 114 101 11 3
E 70-115 45 8.5E-05 2.4E-01 0.6 0.6 MW-52 157 89.8
-73.1 less-open 58 356 343 253 6
N 336-21 45 8.5E-05 2.4E-01 0.0 10.6 MW-52 158 90.8
-74.0 less-open 76 126 113 23 3
E 70-115 45 8.5E-05 2.4E-01 1.0 1.0 MW-52 159 92.4
-75.7 less-open 57 188 175 85 5
S 166-200 34 8.5E-05 2.4E-01 1.6 6.7 MW-52 160 92.6
-75.8 less-open 60 197 184 94 5
S 166-200 34 8.5E-05 2.4E-01 0.1 0.1 MW-52 161 92.8
-76.1 less-open 55 356 343 253 6
N 336-21 45 8.5E-05 2.4E-01 0.3 3.0 MW-52 162 92.9
-76.2 less-open 72 179 166 76 5
S 166-200 34 8.5E-05 2.4E-01 0.1 0.4 MW-52 163 93.1
-76.3 less-open 65 190 177 87 5
S 166-200 34 8.5E-05 2.4E-01 0.1 0.1 MW-52 164 93.1
-76.4 less-open 42 294 281 191 4
W 245-290 45 8.5E-05 2.4E-01 0.1 26.2 MW-52 165 93.5
-76.7 less-open 53 348 335 245 2
NW 291-335 44 8.5E-05 2.4E-01 0.3 5.3 MW-52 166 96.3
-79.6 less-open 36 107 94 4
3 E
70-115 45 8.5E-05 2.4E-01 2.8 5.5 MW-52 167 96.5
-79.7 less-open 54 123 110 20 3
E 70-115 45 8.5E-05 2.4E-01 0.1 0.1 MW-52 168 96.6
-79.8 less-open 47 124 111 21 3
E 70-115 45 8.5E-05 2.4E-01 0.1 0.1 MW-52 169 97.0
-80.3 less-open 53 205 192 102 5
S 166-200 34 8.5E-05 2.4E-01 0.4 4.0 MW-52 170 98.2
-81.5 less-open 31 319 306 216 NSR NSR NSR NSR 8.5E-05 2.4E-01 1.2 MW-52 171 100.6
-83.8 less-open 51 352 339 249 6
N 336-21 45 TNP TNP 2.3 7.7 MW-52 172 100.7
-83.9 less-open 57 346 333 243 2
NW 291-335 44 TNP TNP 0.1 7.2 MW-52 173 101.4
-84.6 less-open 62 325 312 222 2
NW 291-335 44 5.6E-05 1.6E-01 0.7 0.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 28 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-52 174 102.0
-85.2 less-open 50 357 344 254 6
N 336-21 45 5.6E-05 1.6E-01 0.6 1.4 MW-52 175 104.6
-87.8 less-open 34 157 144 54 1
SE 116-165 49 5.6E-05 1.6E-01 2.6 20.1 MW-52 176 104.6
-87.9 less-open 51 354 341 251 6
N 336-21 45 5.6E-05 1.6E-01 0.1 2.6 MW-52 177 104.8
-88.0 less-open 40 183 170 80 5
S 166-200 34 5.6E-05 1.6E-01 0.1 7.7 MW-52 178 105.2
-88.5 less-open 46 198 185 95 5
S 166-200 34 5.6E-05 1.6E-01 0.5 0.5 MW-52 179 106.0
-89.2 less-open 45 177 164 74 1
SE 116-165 49 5.6E-05 1.6E-01 0.8 1.4 MW-52 180 108.9
-92.1 less-open 36 161 148 58 1
SE 116-165 49 5.6E-05 1.6E-01 2.9 2.9 MW-52 181 109.0
-92.2 less-open 47 333 320 230 2
NW 291-335 44 5.6E-05 1.6E-01 0.1 7.6 MW-52 182 109.1
-92.3 less-open 47 5
352 262 6
N 336-21 45 5.6E-05 1.6E-01 0.1 4.4 MW-52 183 110.0
-93.2 less-open 48 125 112 22 3
E 70-115 45 TNP TNP 0.9 13.4 MW-52 184 111.7
-94.9 less-open 70 212 199 109 5
S 166-200 34 TNP TNP 1.7 6.5 MW-52 185 112.5
-95.7 less-open 67 220 207 117 NSR NSR NSR NSR TNP TNP 0.8 MW-52 186 113.0
-96.2 less-open 52 354 341 251 6
N 336-21 45 TNP TNP 0.5 4.0 MW-52 187 113.5
-96.8 less-open 71 94 81 351 3
E 70-115 45 TNP TNP 0.5 3.6 MW-52 188 114.8
-98.0 less-open 67 174 161 71 1
SE 116-165 49 TNP TNP 1.2 5.9 MW-52 189 115.3
-98.6 less-open 62 106 93 3
3 E
70-115 45 TNP TNP 0.6 1.8 MW-52 190 116.5
-99.7 less-open 63 102 89 359 3
E 70-115 45 4.6E-05 1.3E-01 1.2 1.2 MW-52 191 116.6
-99.8 less-open 60 99 86 356 3
E 70-115 45 4.6E-05 1.3E-01 0.1 0.1 MW-52 192 117.2
-100.5 less-open 54 113 100 10 3
E 70-115 45 4.6E-05 1.3E-01 0.7 0.7 MW-52 193 117.3
-100.5 less-open 56 107 94 4
3 E
70-115 45 4.6E-05 1.3E-01 0.1 0.1 MW-52 194 117.7
-100.9 less-open 53 104 91 1
3 E
70-115 45 4.6E-05 1.3E-01 0.4 0.4 MW-52 195 117.9
-101.1 less-open 40 112 99 9
3 E
70-115 45 4.6E-05 1.3E-01 0.2 0.2 MW-52 196 118.5
-101.7 less-open 60 103 90 360 3
E 70-115 45 4.6E-05 1.3E-01 0.6 0.6 MW-52 197 118.8
-102.0 less-open 68 103 90 360 3
E 70-115 45 4.6E-05 1.3E-01 0.3 0.3 MW-52 198 118.9
-102.1 open 58 103 90 360 3
E 70-115 45 4.6E-05 1.3E-01 0.1 0.1 MW-52 199 119.1
-102.3 less-open 52 107 94 4
3 E
70-115 45 4.6E-05 1.3E-01 0.2 0.2 MW-52 200 119.2
-102.4 less-open 52 111 98 8
3 E
70-115 45 4.6E-05 1.3E-01 0.1 0.1 MW-52 201 119.4
-102.6 less-open 58 120 107 17 3
E 70-115 45 4.6E-05 1.3E-01 0.2 0.2 MW-52 202 120.0
-103.2 less-open 52 105 92 2
3 E
70-115 45 4.6E-05 1.3E-01 0.6 0.6 MW-52 203 120.3
-103.6 less-open 52 101 88 358 3
E 70-115 45 4.6E-05 1.3E-01 0.3 0.3 MW-52 204 120.7
-104.0 open 64 102 89 359 3
E 70-115 45 4.6E-05 1.3E-01 0.4 0.4 MW-52 205 120.9
-104.1 less-open 42 129 116 26 1
SE 116-165 49 4.6E-05 1.3E-01 0.2 6.2 MW-52 206 121.2
-104.5 less-open 52 118 105 15 3
E 70-115 45 4.6E-05 1.3E-01 0.3 0.5 MW-52 207 121.7
-104.9 less-open 53 122 109 19 3
E 70-115 45 4.6E-05 1.3E-01 0.4 0.4 MW-52 208 121.8
-105.1 less-open 50 104 91 1
3 E
70-115 45 4.6E-05 1.3E-01 0.2 0.2 MW-52 209 122.0
-105.2 less-open 43 129 116 26 1
SE 116-165 49 4.6E-05 1.3E-01 0.1 1.1 MW-52 210 122.7
-105.9 less-open 40 116 103 13 3
E 70-115 45 4.6E-05 1.3E-01 0.7 0.8 MW-52 211 122.8
-106.1 less-open 57 117 104 14 3
E 70-115 45 4.6E-05 1.3E-01 0.1 0.1 MW-52 212 123.3
-106.6 less-open 43 120 107 17 3
E 70-115 45 4.6E-05 1.3E-01 0.5 0.5 MW-52 213 123.5
-106.8 less-open 74 115 102 12 3
E 70-115 45 4.6E-05 1.3E-01 0.2 0.2 MW-52 214 123.8
-107.0 open 64 107 94 4
3 E
70-115 45 4.6E-05 1.3E-01 0.2 0.2 MW-52 215 124.0
-107.3 less-open 32 166 153 63 NSR NSR NSR NSR 4.6E-05 1.3E-01 0.3 MW-52 216 124.0
-107.3 less-open 33 167 154 64 NSR NSR NSR NSR 4.6E-05 1.3E-01 0.0 MW-52 217 124.2
-107.4 less-open 32 155 142 52 NSR NSR NSR NSR 4.6E-05 1.3E-01 0.1 MW-52 218 124.4
-107.7 open 48 142 129 39 1
SE 116-165 49 4.6E-05 1.3E-01 0.3 2.5 MW-52 219 124.6
-107.8 less-open 50 138 125 35 1
SE 116-165 49 4.6E-05 1.3E-01 0.2 0.2 MW-52 220 124.7
-107.9 open 53 111 98 8
3 E
70-115 45 4.6E-05 1.3E-01 0.1 0.9 MW-52 221 128.8
-112.1 less-open 10 322 309 219 NSR NSR NSR NSR TNP TNP 4.1 MW-52 222 133.8
-117.0 less-open 68 111 98 8
3 E
70-115 45 2.8E-05 8.0E-02 4.9 9.1 MW-52 223 134.8
-118.0 less-open 68 105 92 2
3 E
70-115 45 2.8E-05 8.0E-02 1.0 1.0 MW-52 224 141.4
-124.6 less-open 60 114 101 11 3
E 70-115 45 2.8E-05 8.0E-02 6.6 6.6 MW-52 225 142.4
-125.6 less-open 26 246 233 143 NSR NSR NSR NSR 2.8E-05 8.0E-02 1.0 MW-52 226 144.4
-127.6 less-open 35 214 201 111 NSR NSR NSR NSR 5.3E-05 1.5E-01 2.0 MW-52 227 145.1
-128.4 less-open 33 207 194 104 NSR NSR NSR NSR 5.3E-05 1.5E-01 0.8 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 29 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-52 228 145.2
-128.4 less-open 73 320 307 217 2
NW 291-335 44 5.3E-05 1.5E-01 0.1 36.2 MW-52 229 148.4
-131.6 less-open 80 101 88 358 3
E 70-115 45 5.3E-05 1.5E-01 3.2 7.0 MW-52 230 149.7
-133.0 less-open 68 201 188 98 5
S 166-200 34 5.3E-05 1.5E-01 1.4 38.1 MW-52 231 150.4
-133.7 less-open 40 215 202 112 NSR NSR NSR NSR 5.3E-05 1.5E-01 0.7 MW-52 232 151.4
-134.7 less-open 38 273 260 170 4
W 245-290 45 5.3E-05 1.5E-01 1.0 58.3 MW-52 233 159.2
-142.5 less-open 45 91 78 348 3
E 70-115 45 4.9E-05 1.4E-01 7.8 10.9 MW-52 234 160.1
-143.3 less-open 68 97 84 354 3
E 70-115 45 4.9E-05 1.4E-01 0.9 0.9 MW-52 235 162.4
-145.6 less-open 61 106 93 3
3 E
70-115 45 4.9E-05 1.4E-01 2.3 2.3 MW-52 236 162.7
-146.0 less-open 46 151 138 48 1
SE 116-165 49 4.9E-05 1.4E-01 0.3 38.1 MW-52 237 162.9
-146.1 less-open 60 106 93 3
3 E
70-115 45 4.9E-05 1.4E-01 0.2 0.5 MW-52 238 163.5
-146.7 less-open 48 194 181 91 5
S 166-200 34 4.9E-05 1.4E-01 0.6 13.7 MW-52 239 164.0
-147.2 less-open 46 274 261 171 4
W 245-290 45 4.9E-05 1.4E-01 0.5 12.6 MW-52 240 164.3
-147.6 less-open 50 99 86 356 3
E 70-115 45 4.9E-05 1.4E-01 0.3 1.5 MW-52 241 164.6
-147.8 less-open 64 106 93 3
3 E
70-115 45 4.9E-05 1.4E-01 0.2 0.2 MW-52 242 164.9
-148.1 less-open 49 281 268 178 4
W 245-290 45 4.9E-05 1.4E-01 0.3 0.8 MW-52 243 164.9
-148.1 less-open 67 103 90 360 3
E 70-115 45 4.9E-05 1.4E-01 0.1 0.3 MW-52 244 165.1
-148.4 less-open 59 105 92 2
3 E
70-115 45 4.9E-05 1.4E-01 0.2 0.2 MW-52 245 165.3
-148.5 less-open 58 102 89 359 3
E 70-115 45 4.9E-05 1.4E-01 0.1 0.1 MW-52 246 165.5
-148.7 less-open 60 90 77 347 3
E 70-115 45 4.9E-05 1.4E-01 0.2 0.2 MW-52 247 166.3
-149.5 less-open 66 108 95 5
3 E
70-115 45 4.9E-05 1.4E-01 0.8 0.8 MW-52 248 166.8
-150.1 less-open 60 91 78 348 3
E 70-115 45 4.9E-05 1.4E-01 0.5 0.5 MW-52 249 169.1
-152.4 less-open 74 97 84 354 3
E 70-115 45 2.1E-05 6.0E-02 2.3 2.3 MW-52 250 169.7
-153.0 less-open 70 104 91 1
3 E
70-115 45 2.1E-05 6.0E-02 0.6 0.6 MW-52 251 173.2
-156.4 less-open 64 263 250 160 4
W 245-290 45 2.1E-05 6.0E-02 3.4 8.3 MW-52 252 174.0
-157.3 less-open 62 127 114 24 3
E 70-115 45 2.1E-05 6.0E-02 0.9 4.3 MW-52 253 175.0
-158.2 less-open 29 289 276 186 NSR NSR NSR NSR 2.1E-05 6.0E-02 1.0 MW-52 254 175.1
-158.3 less-open 60 158 145 55 1
SE 116-165 49 2.1E-05 6.0E-02 0.1 12.4 MW-52 255 175.3
-158.5 less-open 62 151 138 48 1
SE 116-165 49 2.1E-05 6.0E-02 0.2 0.2 MW-52 256 175.7
-158.9 less-open 66 145 132 42 1
SE 116-165 49 2.1E-05 6.0E-02 0.3 0.3 MW-52 257 176.5
-159.8 less-open 49 262 249 159 4
W 245-290 45 2.1E-05 6.0E-02 0.9 3.4 MW-52 258 178.5
-161.7 less-open 43 241 228 138 NSR NSR NSR NSR TNP TNP 2.0 MW-52 259 179.7
-162.9 less-open 54 267 254 164 4
W 245-290 45 TNP TNP 1.2 3.2 MW-52 260 180.1
-163.3 less-open 41 271 258 168 4
W 245-290 45 TNP TNP 0.4 0.4 MW-52 261 180.4
-163.6 less-open 46 271 258 168 4
W 245-290 45 TNP TNP 0.3 0.3 MW-52 262 181.2
-164.4 less-open 44 280 267 177 4
W 245-290 45 TNP TNP 0.8 0.8 MW-52 263 182.8
-166.0 less-open 69 134 121 31 1
SE 116-165 49 TNP TNP 1.6 7.2 MW-52 264 183.5
-166.7 less-open 73 133 120 30 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-52 265 184.2
-167.4 less-open 67 131 118 28 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-52 266 185.7
-168.9 less-open 56 120 107 17 3
E 70-115 45 TNP TNP 1.5 11.7 MW-52 267 186.2
-169.4 less-open 73 111 98 8
3 E
70-115 45 TNP TNP 0.5 0.5 MW-52 268 187.1
-170.3 less-open 46 282 269 179 4
W 245-290 45 TNP TNP 0.9 5.8 MW-52 269 187.3
-170.5 less-open 45 279 266 176 4
W 245-290 45 TNP TNP 0.2 0.2 MW-52 270 188.0
-171.2 less-open 74 182 169 79 5
S 166-200 34 TNP TNP 0.7 24.5 MW-52 271 188.8
-172.0 less-open 45 181 168 78 5
S 166-200 34 TNP TNP 0.8 0.8 MW-52 272 190.2
-173.4 less-open 60 286 273 183 4
W 245-290 45 TNP TNP 1.4 2.9 MW-53 1
59.49 10.8 less-open 36 212 199 109 5
S 166-200 34 0.0 3.0E-01 NA 59.5 MW-53 2
59.87 10.4 less-open 66 91 78 348 3
E 70-115 45 0.0 3.0E-01 0.4 59.9 MW-53 3
60.26 10.0 less-open 22 9
356 266 NSR NSR NSR NSR 0.0 3.0E-01 0.4 MW-53 4
61.46 8.8 less-open 21 186 173 83 NSR NSR NSR NSR 0.0 3.0E-01 1.2 MW-53 5
61.52 8.7 less-open 80 239 226 136 NSR NSR NSR NSR 0.0 3.0E-01 0.1 MW-53 6
62.51 7.8 less-open 76 246 233 143 NSR NSR NSR NSR 0.0 3.0E-01 1.0 MW-53 7
63.02 7.2 less-open 16 234 221 131 NSR NSR NSR NSR 0.0 3.0E-01 0.5 MW-53 8
63.35 6.9 less-open 76 244 231 141 NSR NSR NSR NSR 0.0 3.0E-01 0.3 MW-53 9
63.96 6.3 less-open 80 249 236 146 NSR NSR NSR NSR 0.0 3.0E-01 0.6 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 30 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-53 10 64.71 5.6 less-open 81 250 237 147 NSR NSR NSR NSR 0.0 3.0E-01 0.7 MW-53 11 64.93 5.3 less-open 24 211 198 108 NSR NSR NSR NSR 0.0 3.0E-01 0.2 MW-53 12 65.3 5.0 less-open 20 200 187 97 NSR NSR NSR NSR 0.0 3.0E-01 0.4 MW-53 13 66.26 4.0 less-open 55 110 97 7
3 E
70-115 45 0.0 3.0E-01 1.0 6.4 MW-53 14 66.92 3.3 less-open 31 208 195 105 NSR NSR NSR NSR 0.0 3.0E-01 0.7 MW-53 15 66.93 3.3 less-open 74 243 230 140 NSR NSR NSR NSR 0.0 3.0E-01 0.0 MW-53 16 67.07 3.2 less-open 59 49 36 306 NSR NSR NSR NSR 0.0 3.0E-01 0.1 MW-53 17 67.58 2.7 less-open 17 340 327 237 NSR NSR NSR NSR 0.0 3.0E-01 0.5 MW-53 18 68.22 2.0 less-open 79 244 231 141 NSR NSR NSR NSR 0.0 3.0E-01 0.6 MW-53 19 68.89 1.4 less-open 51 101 88 358 3
E 70-115 45 0.0 3.0E-01 0.7 2.6 MW-53 20 69.39 0.9 less-open 17 298 285 195 NSR NSR NSR NSR 0.0 3.0E-01 0.5 MW-53 21 70.71
-0.4 less-open 43 82 69 339 NSR NSR NSR NSR 0.0 3.0E-01 1.3 MW-53 22 72.16
-1.9 less-open 46 225 212 122 NSR NSR NSR NSR 0.0 3.0E-01 1.5 MW-53 23 72.43
-2.2 less-open 47 72 59 329 NSR NSR NSR NSR 0.0 3.0E-01 0.3 MW-53 24 72.64
-2.4 less-open 44 61 48 318 NSR NSR NSR NSR 0.0 3.0E-01 0.2 MW-53 25 72.87
-2.6 less-open 37 81 68 338 NSR NSR NSR NSR 0.0 3.0E-01 0.2 MW-53 26 72.97
-2.7 less-open 66 304 291 201 2
NW 291-335 44 0.0 3.0E-01 0.1 73.0 MW-53 27 73.11
-2.8 less-open 46 82 69 339 NSR NSR NSR NSR 0.0 3.0E-01 0.1 MW-53 28 73.29
-3.0 less-open 10 267 254 164 NSR NSR NSR NSR 0.0 3.0E-01 0.2 MW-53 29 73.32
-3.1 less-open 38 113 100 10 3
E 70-115 45 0.0 3.0E-01 0.0 4.4 MW-53 30 73.64
-3.4 less-open 33 331 318 228 NSR NSR NSR NSR 0.0 3.0E-01 0.3 MW-53 31 73.84
-3.6 less-open 64 83 70 340 3
E 70-115 45 0.0 3.0E-01 0.2 0.5 MW-53 32 73.94
-3.7 less-open 65 89 76 346 3
E 70-115 45 0.0 3.0E-01 0.1 0.1 MW-53 33 74.26
-4.0 less-open 53 93 80 350 3
E 70-115 45 0.0 3.0E-01 0.3 0.3 MW-53 34 74.36
-4.1 less-open 54 97 84 354 3
E 70-115 45 0.0 3.0E-01 0.1 0.1 MW-53 35 74.47
-4.2 less-open 56 85 72 342 3
E 70-115 45 0.0 3.0E-01 0.1 0.1 MW-53 36 74.69
-4.4 less-open 51 73 60 330 NSR NSR NSR NSR 0.0 3.0E-01 0.2 MW-53 37 75.09
-4.8 less-open 57 94 81 351 3
E 70-115 45 0.0 3.0E-01 0.4 0.6 MW-53 38 75.44
-5.2 less-open 58 95 82 352 3
E 70-115 45 0.0 3.0E-01 0.3 0.3 MW-53 39 75.55
-5.3 less-open 53 87 74 344 3
E 70-115 45 0.0 3.0E-01 0.1 0.1 MW-53 40 75.73
-5.5 less-open 58 128 115 25 3
E 70-115 45 0.0 3.0E-01 0.2 0.2 MW-53 41 76.2
-5.9 less-open 60 91 78 348 3
E 70-115 45 0.0 3.0E-01 0.5 0.5 MW-53 42 76.35
-6.1 less-open 35 84 71 341 3
E 70-115 45 0.0 3.0E-01 0.1 0.1 MW-53 43 76.39
-6.1 less-open 44 81 68 338 NSR NSR NSR NSR 0.0 3.0E-01 0.0 MW-53 44 76.8
-6.5 less-open 43 79 66 336 NSR NSR NSR NSR 0.0 3.0E-01 0.4 MW-53 45 77.26
-7.0 less-open 50 97 84 354 3
E 70-115 45 0.0 3.0E-01 0.5 0.9 MW-53 46 77.98
-7.7 less-open 63 97 84 354 3
E 70-115 45 0.0 3.0E-01 0.7 0.7 MW-53 47 78.86
-8.6 less-open 58 91 78 348 3
E 70-115 45 0.0 3.0E-01 0.9 0.9 MW-53 48 79.55
-9.3 less-open 48 81 68 338 NSR NSR NSR NSR 0.0 3.0E-01 0.7 MW-53 49 79.68
-9.4 less-open 27 249 236 146 NSR NSR NSR NSR 0.0 3.0E-01 0.1 MW-53 50 79.73
-9.5 less-open 40 67 54 324 NSR NSR NSR NSR 0.0 3.0E-01 0.0 MW-53 51 83.82
-13.6 less-open 39 283 270 180 4
W 245-290 45 0.0 3.0E-01 4.1 83.8 MW-53 52 83.96
-13.7 less-open 20 228 215 125 NSR NSR NSR NSR 0.0 3.0E-01 0.1 MW-53 53 85.22
-15.0 less-open 83 176 163 73 NSR NSR NSR NSR TNP TNP 1.3 MW-53 54 85.75
-15.5 less-open 83 182 169 79 NSR NSR NSR NSR TNP TNP 0.5 MW-53 55 87.78
-17.5 less-open 49 174 161 71 1
SE 116-165 49 TNP TNP 2.0 87.8 MW-53 56 87.98
-17.7 less-open 18 177 164 74 NSR NSR NSR NSR TNP TNP 0.2 MW-53 57 90.57
-20.3 less-open 43 278 265 175 4
W 245-290 45 TNP TNP 2.6 6.8 MW-53 58 90.66
-20.4 less-open 34 71 58 328 NSR NSR NSR NSR TNP TNP 0.1 MW-53 59 91.5
-21.2 less-open 77 283 270 180 4
W 245-290 45 TNP TNP 0.8 0.9 MW-53 60 91.51
-21.3 less-open 49 124 111 21 3
E 70-115 45 TNP TNP 0.0 12.7 MW-53 61 92.29
-22.0 less-open 39 292 279 189 4
W 245-290 45 TNP TNP 0.8 0.8 MW-53 62 92.76
-22.5 less-open 23 223 210 120 NSR NSR NSR NSR TNP TNP 0.5 MW-53 63 93.8
-23.5 less-open 27 301 288 198 NSR NSR NSR NSR TNP TNP 1.0 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 31 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-53 64 94.12
-23.9 less-open 33 231 218 128 NSR NSR NSR NSR TNP TNP 0.3 MW-53 65 94.51
-24.3 less-open 54 297 284 194 4
W 245-290 45 TNP TNP 0.4 2.2 MW-53 66 95
-24.7 less-open 64 166 153 63 1
SE 116-165 49 TNP TNP 0.5 7.2 MW-53 67 95.28
-25.0 less-open 66 149 136 46 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-53 68 95.92
-25.7 less-open 50 98 85 355 3
E 70-115 45 TNP TNP 0.6 4.4 MW-53 69 96.21
-26.0 less-open 34 214 201 111 NSR NSR NSR NSR TNP TNP 0.3 MW-53 70 96.82
-26.6 less-open 78 97 84 354 3
E 70-115 45 TNP TNP 0.6 0.9 MW-53 71 98.29
-28.0 less-open 75 73 60 330 NSR NSR NSR NSR TNP TNP 1.5 MW-53 72 100.16
-29.9 less-open 44 87 74 344 3
E 70-115 45 0.0 1.5E-01 1.9 3.3 MW-53 73 100.81
-30.6 less-open 47 318 305 215 2
NW 291-335 44 0.0 1.5E-01 0.7 27.8 MW-53 74 101.34
-31.1 less-open 40 307 294 204 2
NW 291-335 44 0.0 1.5E-01 0.5 0.5 MW-53 75 101.65
-31.4 less-open 57 286 273 183 4
W 245-290 45 0.0 1.5E-01 0.3 7.1 MW-53 76 103.35
-33.1 less-open 68 78 65 335 NSR NSR NSR NSR 0.0 1.5E-01 1.7 MW-53 77 103.37
-33.1 less-open 43 319 306 216 2
NW 291-335 44 0.0 1.5E-01 0.0 2.0 MW-53 78 103.62
-33.4 less-open 42 241 228 138 NSR NSR NSR NSR 0.0 1.5E-01 0.3 MW-53 79 103.96
-33.7 less-open 70 76 63 333 NSR NSR NSR NSR 0.0 1.5E-01 0.3 MW-53 80 104.57
-34.3 less-open 68 73 60 330 NSR NSR NSR NSR 0.0 1.5E-01 0.6 MW-53 81 104.65
-34.4 less-open 39 273 260 170 4
W 245-290 45 0.0 1.5E-01 0.1 3.0 MW-53 82 104.85
-34.6 less-open 48 273 260 170 4
W 245-290 45 0.0 1.5E-01 0.2 0.2 MW-53 83 105.48
-35.2 less-open 25 303 290 200 NSR NSR NSR NSR 0.0 1.5E-01 0.6 MW-53 84 105.75
-35.5 less-open 23 281 268 178 NSR NSR NSR NSR 0.0 1.5E-01 0.3 MW-53 85 106.77
-36.5 less-open 25 300 287 197 NSR NSR NSR NSR 0.0 1.5E-01 1.0 MW-53 86 106.85
-36.6 less-open 27 270 257 167 NSR NSR NSR NSR 0.0 1.5E-01 0.1 MW-53 87 108.23
-38.0 less-open 63 176 163 73 1
SE 116-165 49 0.0 1.5E-01 1.4 13.0 MW-53 88 109.11
-38.9 less-open 47 170 157 67 1
SE 116-165 49 0.0 1.5E-01 0.9 0.9 MW-53 89 109.67
-39.4 less-open 32 0
347 257 NSR NSR NSR NSR 0.0 1.5E-01 0.6 MW-53 90 110.19
-39.9 less-open 33 310 297 207 NSR NSR NSR NSR 0.0 1.5E-01 0.5 MW-53 91 110.61
-40.4 less-open 42 303 290 200 4
W 245-290 45 0.0 1.5E-01 0.4 5.8 MW-53 92 110.8
-40.5 less-open 39 313 300 210 2
NW 291-335 44 0.0 1.5E-01 0.2 7.4 MW-53 93 111.13
-40.9 less-open 36 301 288 198 4
W 245-290 45 0.0 1.5E-01 0.3 0.5 MW-53 94 111.56
-41.3 less-open 30 281 268 178 NSR NSR NSR NSR 0.0 1.5E-01 0.4 MW-53 95 113.18
-42.9 less-open 36 282 269 179 4
W 245-290 45 0.0 1.5E-01 1.6 2.1 MW-53 96 113.37
-43.1 less-open 30 267 254 164 NSR NSR NSR NSR 0.0 1.5E-01 0.2 MW-53 97 114.51
-44.3 less-open 17 294 281 191 NSR NSR NSR NSR 0.0 1.5E-01 1.1 MW-53 98 114.95
-44.7 less-open 39 322 309 219 2
NW 291-335 44 0.0 1.5E-01 0.4 4.2 MW-53 99 116.43
-46.2 less-open 46 307 294 204 2
NW 291-335 44 0.0 1.5E-01 1.5 1.5 MW-53 100 116.66
-46.4 less-open 42 318 305 215 2
NW 291-335 44 0.0 1.5E-01 0.2 0.2 MW-53 101 117.27
-47.0 less-open 39 312 299 209 2
NW 291-335 44 0.0 1.5E-01 0.6 0.6 MW-53 102 117.44
-47.2 less-open 34 282 269 179 NSR NSR NSR NSR 0.0 1.5E-01 0.2 MW-53 103 117.78
-47.5 less-open 28 258 245 155 NSR NSR NSR NSR 0.0 1.5E-01 0.3 MW-53 104 118.4
-48.1 less-open 19 307 294 204 NSR NSR NSR NSR 0.0 1.5E-01 0.6 MW-53 105 119.38
-49.1 less-open 36 310 297 207 2
NW 291-335 44 0.0 1.5E-01 1.0 2.1 MW-53 106 119.61
-49.4 less-open 90 61 48 318 NSR NSR NSR NSR 0.0 1.5E-01 0.2 MW-53 107 124.11
-53.9 less-open 9
161 148 58 NSR NSR NSR NSR TNP TNP 4.5 MW-54 1
20.71
-5.7 less-open 68 48 35 305 NSR NSR NSR NSR 7.8E-05 2.2E-01 NA MW-54 2
21.20
-6.2 less-open 58 70 57 327 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.5 MW-54 3
21.41
-6.4 less-open 53 55 42 312 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.2 MW-54 4
21.52
-6.5 less-open 52 58 45 315 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.1 MW-54 5
22.36
-7.4 less-open 52 74 61 331 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.8 MW-54 6
22.60
-7.6 less-open 65 55 42 312 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.2 MW-54 7
22.79
-7.8 less-open 45 74 61 331 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.2 MW-54 8
23.14
-8.2 less-open 61 85 72 342 3
E 70-115 45 7.8E-05 2.2E-01 0.4 23.1 MW-54 9
23.32
-8.3 less-open 40 246 233 143 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.2 MW-54 10 23.37
-8.4 less-open 27 232 219 129 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 32 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 11 23.41
-8.4 less-open 20 235 222 132 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.0 MW-54 12 23.66
-8.7 less-open 70 66 53 323 NSR NSR NSR NSR 7.8E-05 2.2E-01 0.3 MW-54 13 25.25
-10.3 less-open 31 224 211 121 NSR NSR NSR NSR 1.7E-04 4.7E-01 1.6 MW-54 14 25.82
-10.8 less-open 6
252 239 149 NSR NSR NSR NSR 1.7E-04 4.7E-01 0.6 MW-54 15 26.11
-11.1 less-open 5
305 292 202 NSR NSR NSR NSR 1.7E-04 4.7E-01 0.3 MW-54 16 26.45
-11.5 less-open 8
256 243 153 NSR NSR NSR NSR 1.7E-04 4.7E-01 0.3 MW-54 17 27.60
-12.6 less-open 75 60 47 317 NSR NSR NSR NSR 1.7E-04 4.7E-01 1.2 MW-54 18 28.65
-13.7 less-open 43 63 50 320 NSR NSR NSR NSR 1.7E-04 4.7E-01 1.1 MW-54 19 31.48
-16.5 less-open 65 142 129 39 1
SE 116-165 49 1.7E-04 4.7E-01 2.8 31.5 MW-54 20 31.80
-16.8 less-open 55 303 290 200 4
W 245-290 45 1.7E-04 4.7E-01 0.3 31.8 MW-54 21 32.45
-17.5 less-open 19 305 292 202 NSR NSR NSR NSR 1.7E-04 4.7E-01 0.7 MW-54 22 32.53
-17.5 less-open 18 269 256 166 NSR NSR NSR NSR 1.7E-04 4.7E-01 0.1 MW-54 23 32.65
-17.7 less-open 68 111 98 8
3 E
70-115 45 1.7E-04 4.7E-01 0.1 9.5 MW-54 24 32.97
-18.0 less-open 64 101 88 358 3
E 70-115 45 1.7E-04 4.7E-01 0.3 0.3 MW-54 25 33.16
-18.2 less-open 68 99 86 356 3
E 70-115 45 1.7E-04 4.7E-01 0.2 0.2 MW-54 26 33.45
-18.5 less-open 72 80 67 337 NSR NSR NSR NSR 1.7E-04 4.7E-01 0.3 MW-54 27 33.59
-18.6 less-open 72 85 72 342 3
E 70-115 45 1.7E-04 4.7E-01 0.1 0.4 MW-54 28 33.79
-18.8 less-open 72 85 72 342 3
E 70-115 45 1.7E-04 4.7E-01 0.2 0.2 MW-54 29 33.98
-19.0 less-open 72 85 72 342 3
E 70-115 45 1.7E-04 4.7E-01 0.2 0.2 MW-54 30 34.40
-19.4 less-open 67 87 74 344 3
E 70-115 45 1.7E-04 4.7E-01 0.4 0.4 MW-54 31 34.51
-19.5 less-open 66 104 91 1
3 E
70-115 45 1.7E-04 4.7E-01 0.1 0.1 MW-54 32 34.82
-19.8 less-open 35 79 66 336 NSR NSR NSR NSR 1.7E-04 4.7E-01 0.3 MW-54 33 35.39
-20.4 less-open 71 116 103 13 3
E 70-115 45 2.4E-04 6.9E-01 0.6 0.9 MW-54 34 35.54
-20.6 less-open 60 98 85 355 3
E 70-115 45 2.4E-04 6.9E-01 0.1 0.1 MW-54 35 35.55
-20.6 less-open 71 127 114 24 3
E 70-115 45 2.4E-04 6.9E-01 0.0 0.0 MW-54 36 36.28
-21.3 less-open 71 89 76 346 3
E 70-115 45 2.4E-04 6.9E-01 0.7 0.7 MW-54 37 37.22
-22.2 less-open 80 90 77 347 3
E 70-115 45 2.4E-04 6.9E-01 0.9 0.9 MW-54 38 37.66
-22.7 open 75 94 81 351 3
E 70-115 45 2.4E-04 6.9E-01 0.4 0.4 MW-54 39 38.47
-23.5 less-open 46 300 287 197 4
W 245-290 45 2.4E-04 6.9E-01 0.8 6.7 MW-54 40 38.76
-23.8 less-open 38 278 265 175 4
W 245-290 45 2.4E-04 6.9E-01 0.3 0.3 MW-54 41 39.40
-24.4 less-open 67 65 52 322 NSR NSR NSR NSR 2.4E-04 6.9E-01 0.6 MW-54 42 39.43
-24.4 less-open 29 230 217 127 NSR NSR NSR NSR 2.4E-04 6.9E-01 0.0 MW-54 43 39.82
-24.8 less-open 67 100 87 357 3
E 70-115 45 2.4E-04 6.9E-01 0.4 2.2 MW-54 44 41.26
-26.3 less-open 42 248 235 145 NSR NSR NSR NSR 2.4E-04 6.9E-01 1.4 MW-54 45 43.44
-28.5 less-open 69 357 344 254 6
N 336-21 45 2.4E-04 6.9E-01 2.2 43.4 MW-54 46 43.64
-28.7 less-open 72 97 84 354 3
E 70-115 45 2.4E-04 6.9E-01 0.2 3.8 MW-54 47 43.64
-28.7 less-open 61 75 62 332 NSR NSR NSR NSR 2.4E-04 6.9E-01 0.0 MW-54 48 44.43
-29.4 less-open 21 113 100 10 NSR NSR NSR NSR 2.4E-04 6.9E-01 0.8 MW-54 49 45.99
-31.0 less-open 68 286 273 183 4
W 245-290 45 2.4E-04 6.9E-01 1.6 7.2 MW-54 50 47.02
-32.0 less-open 77 312 299 209 2
NW 291-335 44 2.4E-04 6.9E-01 1.0 47.0 MW-54 51 48.78
-33.8 less-open 77 91 78 348 3
E 70-115 45 2.4E-04 6.9E-01 1.8 5.1 MW-54 52 49.92
-34.9 less-open 75 93 80 350 3
E 70-115 45 2.4E-04 6.9E-01 1.1 1.1 MW-54 53 50.11
-35.1 less-open 66 96 83 353 3
E 70-115 45 2.4E-04 6.9E-01 0.2 0.2 MW-54 54 50.18
-35.2 less-open 40 137 124 34 1
SE 116-165 49 2.4E-04 6.9E-01 0.1 18.7 MW-54 55 50.30
-35.3 less-open 71 97 84 354 3
E 70-115 45 2.4E-04 6.9E-01 0.1 0.2 MW-54 56 50.74
-35.8 less-open 67 102 89 359 3
E 70-115 45 2.4E-04 6.9E-01 0.4 0.4 MW-54 57 51.21
-36.2 less-open 67 92 79 349 3
E 70-115 45 2.4E-04 6.9E-01 0.5 0.5 MW-54 58 52.70
-37.7 less-open 34 213 200 110 5
S 166-200 34 2.4E-04 6.9E-01 1.5 52.7 MW-54 59 53.21
-38.2 less-open 59 98 85 355 3
E 70-115 45 2.4E-04 6.9E-01 0.5 2.0 MW-54 60 53.26
-38.3 less-open 18 127 114 24 NSR NSR NSR NSR 2.4E-04 6.9E-01 0.0 MW-54 61 54.21
-39.2 less-open 11 173 160 70 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.0 MW-54 62 54.29
-39.3 less-open 5
255 242 152 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.1 MW-54 63 55.13
-40.1 less-open 66 116 103 13 3
E 70-115 45 1.4E-04 4.0E-01 0.8 1.9 MW-54 64 55.52
-40.5 less-open 61 118 105 15 3
E 70-115 45 1.4E-04 4.0E-01 0.4 0.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 33 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 65 55.82
-40.8 less-open 57 110 97 7
3 E
70-115 45 1.4E-04 4.0E-01 0.3 0.3 MW-54 66 56.38
-41.4 less-open 55 100 87 357 3
E 70-115 45 1.4E-04 4.0E-01 0.6 0.6 MW-54 67 56.70
-41.7 less-open 65 102 89 359 3
E 70-115 45 1.4E-04 4.0E-01 0.3 0.3 MW-54 68 57.66
-42.7 less-open 76 76 63 333 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.0 MW-54 69 58.87
-43.9 less-open 33 345 332 242 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.2 MW-54 70 59.20
-44.2 less-open 60 326 313 223 2
NW 291-335 44 1.4E-04 4.0E-01 0.3 12.2 MW-54 71 59.43
-44.4 less-open 39 110 97 7
3 E
70-115 45 1.4E-04 4.0E-01 0.2 2.7 MW-54 72 59.56
-44.6 less-open 59 334 321 231 2
NW 291-335 44 1.4E-04 4.0E-01 0.1 0.4 MW-54 73 60.81
-45.8 less-open 51 77 64 334 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.3 MW-54 74 61.18
-46.2 less-open 63 323 310 220 2
NW 291-335 44 1.4E-04 4.0E-01 0.4 1.6 MW-54 75 61.48
-46.5 open 70 289 276 186 4
W 245-290 45 1.4E-04 4.0E-01 0.3 15.5 MW-54 76 61.77
-46.8 less-open 54 293 280 190 4
W 245-290 45 1.4E-04 4.0E-01 0.3 0.3 MW-54 77 62.54
-47.6 less-open 40 343 330 240 2
NW 291-335 44 1.4E-04 4.0E-01 0.8 1.4 MW-54 78 62.90
-47.9 less-open 37 347 334 244 2
NW 291-335 44 1.4E-04 4.0E-01 0.4 0.4 MW-54 79 64.24
-49.3 less-open 22 317 304 214 NSR NSR NSR NSR 1.4E-04 4.0E-01 1.3 MW-54 80 64.90
-49.9 less-open 77 132 119 29 1
SE 116-165 49 9.8E-05 2.8E-01 0.7 14.7 MW-54 81 65.14
-50.2 less-open 75 129 116 26 1
SE 116-165 49 9.8E-05 2.8E-01 0.2 0.2 MW-54 82 66.50
-51.5 less-open 67 315 302 212 2
NW 291-335 44 9.8E-05 2.8E-01 1.4 3.6 MW-54 83 67.36
-52.4 less-open 51 1
348 258 6
N 336-21 45 9.8E-05 2.8E-01 0.9 23.9 MW-54 84 68.03
-53.0 less-open 60 353 340 250 6
N 336-21 45 9.8E-05 2.8E-01 0.7 0.7 MW-54 85 68.45
-53.5 less-open 57 347 334 244 2
NW 291-335 44 9.8E-05 2.8E-01 0.4 2.0 MW-54 86 68.52
-53.5 less-open 71 358 345 255 6
N 336-21 45 9.8E-05 2.8E-01 0.1 0.5 MW-54 87 68.92
-53.9 less-open 74 341 328 238 2
NW 291-335 44 9.8E-05 2.8E-01 0.4 0.5 MW-54 88 69.29
-54.3 less-open 64 344 331 241 2
NW 291-335 44 9.8E-05 2.8E-01 0.4 0.4 MW-54 89 69.38
-54.4 less-open 54 105 92 2
3 E
70-115 45 9.8E-05 2.8E-01 0.1 10.0 MW-54 90 70.25
-55.3 less-open 60 98 85 355 3
E 70-115 45 9.8E-05 2.8E-01 0.9 0.9 MW-54 91 70.72
-55.7 less-open 63 115 102 12 3
E 70-115 45 9.8E-05 2.8E-01 0.5 0.5 MW-54 92 70.86
-55.9 less-open 52 342 329 239 2
NW 291-335 44 9.8E-05 2.8E-01 0.1 1.6 MW-54 93 71.09
-56.1 less-open 44 308 295 205 2
NW 291-335 44 9.8E-05 2.8E-01 0.2 0.2 MW-54 94 71.27
-56.3 less-open 55 324 311 221 2
NW 291-335 44 9.8E-05 2.8E-01 0.2 0.2 MW-54 95 72.00
-57.0 less-open 72 107 94 4
3 E
70-115 45 9.8E-05 2.8E-01 0.7 1.3 MW-54 96 72.19
-57.2 less-open 69 104 91 1
3 E
70-115 45 9.8E-05 2.8E-01 0.2 0.2 MW-54 97 72.71
-57.7 less-open 67 108 95 5
3 E
70-115 45 9.8E-05 2.8E-01 0.5 0.5 MW-54 98 73.48
-58.5 less-open 68 100 87 357 3
E 70-115 45 9.8E-05 2.8E-01 0.8 0.8 MW-54 99 74.00
-59.0 less-open 67 102 89 359 3
E 70-115 45 9.8E-05 2.8E-01 0.5 0.5 MW-54 100 74.48
-59.5 less-open 74 107 94 4
3 E
70-115 45 6.0E-05 1.7E-01 0.5 0.5 MW-54 101 75.56
-60.6 less-open 71 279 266 176 4
W 245-290 45 6.0E-05 1.7E-01 1.1 13.8 MW-54 102 76.13
-61.1 less-open 76 321 308 218 2
NW 291-335 44 6.0E-05 1.7E-01 0.6 4.9 MW-54 103 76.24
-61.3 less-open 65 102 89 359 3
E 70-115 45 6.0E-05 1.7E-01 0.1 1.8 MW-54 104 77.22
-62.2 less-open 43 106 93 3
3 E
70-115 45 6.0E-05 1.7E-01 1.0 1.0 MW-54 105 77.25
-62.3 less-open 66 98 85 355 3
E 70-115 45 6.0E-05 1.7E-01 0.0 0.0 MW-54 106 77.43
-62.4 less-open 60 112 99 9
3 E
70-115 45 6.0E-05 1.7E-01 0.2 0.2 MW-54 107 78.78
-63.8 less-open 82 108 95 5
NSR NSR NSR NSR 6.0E-05 1.7E-01 1.3 MW-54 108 79.9
-64.9 less-open 55 208 195 105 5
S 166-200 34 6.0E-05 1.7E-01 1.1 27.2 MW-54 109 80.4
-65.4 less-open 43 201 188 98 5
S 166-200 34 6.0E-05 1.7E-01 0.5 0.5 MW-54 110 80.97
-66.0 less-open 51 197 184 94 5
S 166-200 34 6.0E-05 1.7E-01 0.6 0.6 MW-54 111 81.31
-66.3 less-open 37 152 139 49 1
SE 116-165 49 6.0E-05 1.7E-01 0.3 16.2 MW-54 112 82.49
-67.5 less-open 39 65 52 322 NSR NSR NSR NSR 6.0E-05 1.7E-01 1.2 MW-54 113 84.73
-69.7 less-open 55 201 188 98 5
S 166-200 34 1.1E-04 3.0E-01 2.2 3.8 MW-54 114 85.38
-70.4 less-open 68 342 329 239 2
NW 291-335 44 1.1E-04 3.0E-01 0.6 9.3 MW-54 115 86.44
-71.5 less-open 76 330 317 227 2
NW 291-335 44 1.1E-04 3.0E-01 1.1 1.1 MW-54 116 87.15
-72.2 less-open 49 355 342 252 6
N 336-21 45 1.1E-04 3.0E-01 0.7 18.6 MW-54 117 87.27
-72.3 less-open 49 343 330 240 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 0.8 MW-54 118 88.01
-73.0 less-open 61 326 313 223 2
NW 291-335 44 1.1E-04 3.0E-01 0.7 0.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 34 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 119 88.18
-73.2 less-open 55 323 310 220 2
NW 291-335 44 1.1E-04 3.0E-01 0.2 0.2 MW-54 120 88.95
-74.0 less-open 72 115 102 12 3
E 70-115 45 1.1E-04 3.0E-01 0.8 11.5 MW-54 121 89.87
-74.9 less-open 67 330 317 227 2
NW 291-335 44 1.1E-04 3.0E-01 0.9 1.7 MW-54 122 90.03
-75.0 less-open 61 357 344 254 6
N 336-21 45 1.1E-04 3.0E-01 0.2 2.9 MW-54 123 90.32
-75.3 less-open 68 6
353 263 6
N 336-21 45 1.1E-04 3.0E-01 0.3 0.3 MW-54 124 90.45
-75.5 less-open 22 90 77 347 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.1 MW-54 125 91.5
-76.5 less-open 61 330 317 227 2
NW 291-335 44 1.1E-04 3.0E-01 1.1 1.6 MW-54 126 91.8
-76.8 less-open 54 313 300 210 2
NW 291-335 44 1.1E-04 3.0E-01 0.3 0.3 MW-54 127 92.37
-77.4 less-open 75 148 135 45 1
SE 116-165 49 1.1E-04 3.0E-01 0.6 11.1 MW-54 128 92.5
-77.5 less-open 57 346 333 243 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 0.7 MW-54 129 93.33
-78.3 less-open 66 150 137 47 1
SE 116-165 49 1.1E-04 3.0E-01 0.8 1.0 MW-54 130 93.85
-78.9 less-open 77 148 135 45 1
SE 116-165 49 1.1E-04 3.0E-01 0.5 0.5 MW-54 131 95.47
-80.5 less-open 37 267 254 164 4
W 245-290 45 1.1E-04 3.0E-01 1.6 19.9 MW-54 132 96.07
-81.1 less-open 58 120 107 17 3
E 70-115 45 1.1E-04 3.0E-01 0.6 7.1 MW-54 133 97.15
-82.2 less-open 65 307 294 204 2
NW 291-335 44 1.1E-04 3.0E-01 1.1 4.7 MW-54 134 97.62
-82.6 less-open 65 145 132 42 1
SE 116-165 49 1.1E-04 3.0E-01 0.5 3.8 MW-54 135 97.65
-82.7 less-open 64 297 284 194 4
W 245-290 45 1.1E-04 3.0E-01 0.0 2.2 MW-54 136 97.78
-82.8 less-open 32 127 114 24 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.1 MW-54 137 98.28
-83.3 less-open 49 90 77 347 3
E 70-115 45 1.1E-04 3.0E-01 0.5 2.2 MW-54 138 98.33
-83.3 less-open 41 204 191 101 5
S 166-200 34 1.1E-04 3.0E-01 0.0 13.6 MW-54 139 98.89
-83.9 less-open 80 118 105 15 3
E 70-115 45 1.1E-04 3.0E-01 0.6 0.6 MW-54 140 100.31
-85.3 less-open 65 90 77 347 3
E 70-115 45 1.1E-04 3.0E-01 1.4 1.4 MW-54 141 101.02
-86.0 less-open 73 140 127 37 1
SE 116-165 49 1.6E-04 4.5E-01 0.7 3.4 MW-54 142 101.48
-86.5 less-open 60 134 121 31 1
SE 116-165 49 1.6E-04 4.5E-01 0.5 0.5 MW-54 143 101.99
-87.0 less-open 68 341 328 238 2
NW 291-335 44 1.6E-04 4.5E-01 0.5 4.8 MW-54 144 102.21
-87.2 less-open 58 87 74 344 3
E 70-115 45 1.6E-04 4.5E-01 0.2 1.9 MW-54 145 102.57
-87.6 less-open 54 98 85 355 3
E 70-115 45 1.6E-04 4.5E-01 0.4 0.4 MW-54 146 102.96
-88.0 less-open 58 88 75 345 3
E 70-115 45 1.6E-04 4.5E-01 0.4 0.4 MW-54 147 103.22
-88.2 less-open 64 94 81 351 3
E 70-115 45 1.6E-04 4.5E-01 0.3 0.3 MW-54 148 104.37
-89.4 less-open 66 131 118 28 1
SE 116-165 49 1.6E-04 4.5E-01 1.2 2.9 MW-54 149 105.64
-90.7 less-open 60 183 170 80 5
S 166-200 34 1.6E-04 4.5E-01 1.3 7.3 MW-54 150 105.7
-90.7 less-open 72 296 283 193 4
W 245-290 45 1.6E-04 4.5E-01 0.1 8.1 MW-54 151 106.64
-91.7 less-open 50 129 116 26 1
SE 116-165 49 1.6E-04 4.5E-01 0.9 2.3 MW-54 152 106.65
-91.7 less-open 72 301 288 198 4
W 245-290 45 1.6E-04 4.5E-01 0.0 1.0 MW-54 153 107.08
-92.1 less-open 72 302 289 199 4
W 245-290 45 1.6E-04 4.5E-01 0.4 0.4 MW-54 154 107.56
-92.6 less-open 41 285 272 182 4
W 245-290 45 1.6E-04 4.5E-01 0.5 0.5 MW-54 155 107.82
-92.8 less-open 58 285 272 182 4
W 245-290 45 1.6E-04 4.5E-01 0.3 0.3 MW-54 156 108.11
-93.1 less-open 50 138 125 35 1
SE 116-165 49 1.6E-04 4.5E-01 0.3 1.5 MW-54 157 108.41
-93.4 less-open 56 144 131 41 1
SE 116-165 49 1.6E-04 4.5E-01 0.3 0.3 MW-54 158 108.86
-93.9 less-open 49 280 267 177 4
W 245-290 45 1.6E-04 4.5E-01 0.5 1.0 MW-54 159 109.19
-94.2 less-open 47 146 133 43 1
SE 116-165 49 1.6E-04 4.5E-01 0.3 0.8 MW-54 160 109.71
-94.7 less-open 65 292 279 189 4
W 245-290 45 1.6E-04 4.5E-01 0.5 0.8 MW-54 161 109.73
-94.7 less-open 47 118 105 15 3
E 70-115 45 1.6E-04 4.5E-01 0.0 6.5 MW-54 162 109.97
-95.0 less-open 58 129 116 26 1
SE 116-165 49 1.6E-04 4.5E-01 0.2 0.8 MW-54 163 110.15
-95.2 less-open 63 130 117 27 1
SE 116-165 49 1.6E-04 4.5E-01 0.2 0.2 MW-54 164 110.52
-95.5 less-open 65 132 119 29 1
SE 116-165 49 1.6E-04 4.5E-01 0.4 0.4 MW-54 165 110.85
-95.9 less-open 54 148 135 45 1
SE 116-165 49 2.1E-04 6.0E-01 0.3 0.3 MW-54 166 111.47
-96.5 less-open 68 145 132 42 1
SE 116-165 49 2.1E-04 6.0E-01 0.6 0.6 MW-54 167 111.78
-96.8 less-open 66 125 112 22 3
E 70-115 45 2.1E-04 6.0E-01 0.3 2.1 MW-54 168 112.62
-97.6 less-open 63 320 307 217 2
NW 291-335 44 2.1E-04 6.0E-01 0.8 10.6 MW-54 169 112.89
-97.9 less-open 54 328 315 225 2
NW 291-335 44 2.1E-04 6.0E-01 0.3 0.3 MW-54 170 113.88
-98.9 less-open 68 105 92 2
3 E
70-115 45 2.1E-04 6.0E-01 1.0 2.1 MW-54 171 114.08
-99.1 less-open 62 109 96 6
3 E
70-115 45 2.1E-04 6.0E-01 0.2 0.2 MW-54 172 115.33
-100.3 less-open 68 154 141 51 1
SE 116-165 49 2.1E-04 6.0E-01 1.3 3.9 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 35 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 173 115.48
-100.5 less-open 68 157 144 54 1
SE 116-165 49 2.1E-04 6.0E-01 0.2 0.2 MW-54 174 116.64
-101.7 less-open 37 145 132 42 1
SE 116-165 49 2.1E-04 6.0E-01 1.2 1.2 MW-54 175 117.38
-102.4 less-open 65 117 104 14 3
E 70-115 45 2.1E-04 6.0E-01 0.7 3.3 MW-54 176 117.96
-103.0 less-open 58 100 87 357 3
E 70-115 45 2.1E-04 6.0E-01 0.6 0.6 MW-54 177 118.31
-103.3 less-open 56 94 81 351 3
E 70-115 45 2.1E-04 6.0E-01 0.4 0.4 MW-54 178 118.44
-103.5 less-open 57 97 84 354 3
E 70-115 45 2.1E-04 6.0E-01 0.1 0.1 MW-54 179 118.71
-103.7 less-open 55 110 97 7
3 E
70-115 45 2.1E-04 6.0E-01 0.3 0.3 MW-54 180 119.21
-104.2 less-open 67 128 115 25 3
E 70-115 45 2.1E-04 6.0E-01 0.5 0.5 MW-54 181 119.85
-104.9 less-open 61 126 113 23 3
E 70-115 45 2.1E-04 6.0E-01 0.6 0.6 MW-54 182 120.39
-105.4 less-open 54 132 119 29 1
SE 116-165 49 2.1E-04 6.0E-01 0.5 3.8 MW-54 183 120.72
-105.7 less-open 64 127 114 24 3
E 70-115 45 8.7E-04 2.5E+00 0.3 0.9 MW-54 184 120.78
-105.8 less-open 44 193 180 90 5
S 166-200 34 8.7E-04 2.5E+00 0.1 15.1 MW-54 185 121.03
-106.0 less-open 62 115 102 12 3
E 70-115 45 8.7E-04 2.5E+00 0.3 0.3 MW-54 186 121.93
-106.9 less-open 66 138 125 35 1
SE 116-165 49 8.7E-04 2.5E+00 0.9 1.5 MW-54 187 122.49
-107.5 less-open 75 154 141 51 1
SE 116-165 49 8.7E-04 2.5E+00 0.6 0.6 MW-54 188 122.66
-107.7 less-open 77 299 286 196 4
W 245-290 45 8.7E-04 2.5E+00 0.2 13.0 MW-54 189 122.85
-107.9 less-open 81 150 137 47 1
SE 116-165 49 8.7E-04 2.5E+00 0.2 0.4 MW-54 190 123.08
-108.1 less-open 73 301 288 198 4
W 245-290 45 8.7E-04 2.5E+00 0.2 0.4 MW-54 191 123.32
-108.3 less-open 46 178 165 75 1
SE 116-165 49 8.7E-04 2.5E+00 0.2 0.5 MW-54 192 123.44
-108.5 less-open 60 310 297 207 2
NW 291-335 44 8.7E-04 2.5E+00 0.1 10.6 MW-54 193 123.94
-109.0 less-open 60 143 130 40 1
SE 116-165 49 8.7E-04 2.5E+00 0.5 0.6 MW-54 194 123.96
-109.0 less-open 60 283 270 180 4
W 245-290 45 8.7E-04 2.5E+00 0.0 0.9 MW-54 195 124.35
-109.4 less-open 32 243 230 140 NSR NSR NSR NSR 8.7E-04 2.5E+00 0.4 MW-54 196 124.59
-109.6 less-open 33 246 233 143 NSR NSR NSR NSR 8.7E-04 2.5E+00 0.2 MW-54 197 124.66
-109.7 less-open 35 253 240 150 NSR NSR NSR NSR 8.7E-04 2.5E+00 0.1 MW-54 198 124.87
-109.9 less-open 52 114 101 11 3
E 70-115 45 8.7E-04 2.5E+00 0.2 3.8 MW-54 199 125.01
-110.0 less-open 80 112 99 9
3 E
70-115 45 8.7E-04 2.5E+00 0.1 0.1 MW-54 200 125.49
-110.5 less-open 42 113 100 10 3
E 70-115 45 8.7E-04 2.5E+00 0.5 0.5 MW-54 201 125.8
-110.8 less-open 74 165 152 62 1
SE 116-165 49 8.7E-04 2.5E+00 0.3 1.9 MW-54 202 126.33
-111.3 less-open 76 153 140 50 1
SE 116-165 49 8.7E-04 2.5E+00 0.5 0.5 MW-54 203 127.48
-112.5 less-open 47 298 285 195 4
W 245-290 45 8.7E-04 2.5E+00 1.2 3.5 MW-54 204 129.57
-114.6 less-open 45 108 95 5
3 E
70-115 45 8.7E-04 2.5E+00 2.1 4.1 MW-54 205 129.83
-114.8 less-open 55 236 223 133 NSR NSR NSR NSR 8.7E-04 2.5E+00 0.3 MW-54 206 130.24
-115.3 less-open 63 103 90 0
3 E
70-115 45 8.7E-04 2.5E+00 0.4 0.7 MW-54 207 130.68
-115.7 less-open 58 96 83 353 3
E 70-115 45 8.7E-04 2.5E+00 0.4 0.4 MW-54 208 130.89
-115.9 less-open 38 93 80 350 3
E 70-115 45 8.7E-04 2.5E+00 0.2 0.2 MW-54 209 131.08
-116.1 less-open 51 107 94 4
3 E
70-115 45 8.7E-04 2.5E+00 0.2 0.2 MW-54 210 131.82
-116.8 less-open 42 124 111 21 3
E 70-115 45 8.7E-04 2.5E+00 0.7 0.7 MW-54 211 133.03
-118.0 less-open 30 314 301 211 NSR NSR NSR NSR 8.7E-04 2.5E+00 1.2 MW-54 212 133.16
-118.2 less-open 49 309 296 206 2
NW 291-335 44 8.7E-04 2.5E+00 0.1 9.7 MW-54 213 133.99
-119.0 less-open 56 130 117 27 1
SE 116-165 49 8.7E-04 2.5E+00 0.8 7.7 MW-54 214 135.09
-120.1 less-open 57 331 318 228 2
NW 291-335 44 8.7E-04 2.5E+00 1.1 1.9 MW-54 215 136.35
-121.4 less-open 49 112 99 9
3 E
70-115 45 9.9E-04 2.8E+00 1.3 4.5 MW-54 216 137.05
-122.1 less-open 58 99 86 356 3
E 70-115 45 9.9E-04 2.8E+00 0.7 0.7 MW-54 217 137.38
-122.4 less-open 44 74 61 331 NSR NSR NSR NSR 9.9E-04 2.8E+00 0.3 MW-54 218 137.47
-122.5 less-open 64 115 102 12 3
E 70-115 45 9.9E-04 2.8E+00 0.1 0.4 MW-54 219 137.58
-122.6 less-open 51 95 82 352 3
E 70-115 45 9.9E-04 2.8E+00 0.1 0.1 MW-54 220 137.78
-122.8 less-open 57 88 75 345 3
E 70-115 45 9.9E-04 2.8E+00 0.2 0.2 MW-54 221 137.9
-122.9 less-open 72 337 324 234 2
NW 291-335 44 9.9E-04 2.8E+00 0.1 2.8 MW-54 222 137.97
-123.0 less-open 68 89 76 346 3
E 70-115 45 9.9E-04 2.8E+00 0.1 0.2 MW-54 223 138.09
-123.1 less-open 53 295 282 192 4
W 245-290 45 9.9E-04 2.8E+00 0.1 10.6 MW-54 224 138.66
-123.7 less-open 40 120 107 17 3
E 70-115 45 9.9E-04 2.8E+00 0.6 0.7 MW-54 225 138.94
-124.0 less-open 50 99 86 356 3
E 70-115 45 9.9E-04 2.8E+00 0.3 0.3 MW-54 226 139.27
-124.3 less-open 64 122 109 19 3
E 70-115 45 9.9E-04 2.8E+00 0.3 0.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 36 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 227 139.51
-124.5 less-open 59 96 83 353 3
E 70-115 45 9.9E-04 2.8E+00 0.2 0.2 MW-54 228 139.57
-124.6 less-open 62 286 273 183 4
W 245-290 45 9.9E-04 2.8E+00 0.1 1.5 MW-54 229 139.59
-124.6 less-open 46 125 112 22 3
E 70-115 45 9.9E-04 2.8E+00 0.0 0.1 MW-54 230 139.97
-125.0 less-open 58 69 56 326 NSR NSR NSR NSR 9.9E-04 2.8E+00 0.4 MW-54 231 140.15
-125.2 less-open 49 169 156 66 1
SE 116-165 49 9.9E-04 2.8E+00 0.2 6.2 MW-54 232 140.41
-125.4 less-open 21 45 32 302 NSR NSR NSR NSR 9.9E-04 2.8E+00 0.3 MW-54 233 140.45
-125.5 less-open 32 226 213 123 NSR NSR NSR NSR 9.9E-04 2.8E+00 0.0 MW-54 234 140.5
-125.5 less-open 63 84 71 341 3
E 70-115 45 9.9E-04 2.8E+00 0.1 0.9 MW-54 235 140.74
-125.8 less-open 63 219 206 116 NSR NSR NSR NSR 9.9E-04 2.8E+00 0.2 MW-54 236 141.23
-126.2 less-open 27 244 231 141 NSR NSR NSR NSR 9.9E-04 2.8E+00 0.5 MW-54 237 142.24
-127.3 less-open 37 185 172 82 5
S 166-200 34 9.9E-04 2.8E+00 1.0 21.5 MW-54 238 142.43
-127.4 less-open 78 120 107 17 3
E 70-115 45 9.9E-04 2.8E+00 0.2 1.9 MW-54 239 144.42
-129.4 less-open 38 124 111 21 3
E 70-115 45 9.9E-04 2.8E+00 2.0 2.0 MW-54 240 144.49
-129.5 less-open 68 113 100 10 3
E 70-115 45 9.9E-04 2.8E+00 0.1 0.1 MW-54 241 144.61
-129.6 open 40 114 101 11 3
E 70-115 45 9.9E-04 2.8E+00 0.1 0.1 MW-54 242 144.84
-129.9 open 41 125 112 22 3
E 70-115 45 9.9E-04 2.8E+00 0.2 0.2 MW-54 243 145.01
-130.0 open 44 116 103 13 3
E 70-115 45 9.9E-04 2.8E+00 0.2 0.2 MW-54 244 145.55
-130.6 less-open 44 95 82 352 3
E 70-115 45 9.9E-04 2.8E+00 0.5 0.5 MW-54 245 145.86
-130.9 less-open 41 114 101 11 3
E 70-115 45 9.9E-04 2.8E+00 0.3 0.3 MW-54 246 146.02
-131.0 less-open 46 104 91 1
3 E
70-115 45 9.9E-04 2.8E+00 0.2 0.2 MW-54 247 146.14
-131.2 less-open 45 98 85 355 3
E 70-115 45 6.7E-04 1.9E+00 0.1 0.1 MW-54 248 146.96
-132.0 less-open 75 176 163 73 1
SE 116-165 49 6.7E-04 1.9E+00 0.8 6.8 MW-54 249 147.41
-132.4 less-open 37 188 175 85 5
S 166-200 34 6.7E-04 1.9E+00 0.4 5.2 MW-54 250 148.09
-133.1 less-open 57 325 312 222 2
NW 291-335 44 6.7E-04 1.9E+00 0.7 10.2 MW-54 251 148.52
-133.5 less-open 60 215 202 112 NSR NSR NSR NSR 6.7E-04 1.9E+00 0.4 MW-54 252 148.68
-133.7 less-open 35 197 184 94 5
S 166-200 34 6.7E-04 1.9E+00 0.2 1.3 MW-54 253 148.82
-133.8 less-open 53 179 166 76 5
S 166-200 34 6.7E-04 1.9E+00 0.1 0.1 MW-54 254 149.33
-134.3 less-open 40 188 175 85 5
S 166-200 34 6.7E-04 1.9E+00 0.5 0.5 MW-54 255 149.42
-134.4 less-open 48 236 223 133 NSR NSR NSR NSR 6.7E-04 1.9E+00 0.1 MW-54 256 149.49
-134.5 less-open 41 183 170 80 5
S 166-200 34 6.7E-04 1.9E+00 0.1 0.2 MW-54 257 149.8
-134.8 less-open 68 139 126 36 1
SE 116-165 49 6.7E-04 1.9E+00 0.3 2.8 MW-54 258 150.35
-135.4 less-open 50 81 68 338 NSR NSR NSR NSR 6.7E-04 1.9E+00 0.5 MW-54 259 150.59
-135.6 less-open 45 90 77 347 3
E 70-115 45 6.7E-04 1.9E+00 0.2 4.5 MW-54 260 150.88
-135.9 less-open 69 123 110 20 3
E 70-115 45 6.7E-04 1.9E+00 0.3 0.3 MW-54 261 151.01
-136.0 less-open 62 104 91 1
3 E
70-115 45 6.7E-04 1.9E+00 0.1 0.1 MW-54 262 151.11
-136.1 less-open 81 358 345 255 6
N 336-21 45 6.7E-04 1.9E+00 0.1 60.8 MW-54 263 151.24
-136.3 less-open 41 101 88 358 3
E 70-115 45 6.7E-04 1.9E+00 0.1 0.2 MW-54 264 151.41
-136.4 less-open 47 109 96 6
3 E
70-115 45 6.7E-04 1.9E+00 0.2 0.2 MW-54 265 151.51
-136.5 less-open 82 326 313 223 NSR NSR NSR NSR 6.7E-04 1.9E+00 0.1 MW-54 266 151.56
-136.6 less-open 50 112 99 9
3 E
70-115 45 6.7E-04 1.9E+00 0.1 0.2 MW-54 267 151.94
-137.0 less-open 35 122 109 19 3
E 70-115 45 6.7E-04 1.9E+00 0.4 0.4 MW-54 268 152.29
-137.3 less-open 34 142 129 39 1
SE 116-165 49 6.7E-04 1.9E+00 0.3 2.5 MW-54 269 152.67
-137.7 less-open 19 136 123 33 NSR NSR NSR NSR 6.7E-04 1.9E+00 0.4 MW-54 270 152.9
-137.9 less-open 50 116 103 13 3
E 70-115 45 6.7E-04 1.9E+00 0.2 1.0 MW-54 271 153
-138.0 less-open 48 129 116 26 1
SE 116-165 49 6.7E-04 1.9E+00 0.1 0.7 MW-54 272 154.36
-139.4 less-open 51 81 68 338 NSR NSR NSR NSR 6.7E-04 1.9E+00 1.4 MW-54 273 155.49
-140.5 less-open 81 98 85 355 3
E 70-115 45 6.7E-04 1.9E+00 1.1 2.6 MW-54 274 155.63
-140.6 less-open 55 74 61 331 NSR NSR NSR NSR 6.7E-04 1.9E+00 0.1 MW-54 275 155.69
-140.7 less-open 80 108 95 5
3 E
70-115 45 6.7E-04 1.9E+00 0.1 0.2 MW-54 276 155.85
-140.9 less-open 55 149 136 46 1
SE 116-165 49 6.7E-04 1.9E+00 0.2 2.8 MW-54 277 156.47
-141.5 less-open 44 142 129 39 1
SE 116-165 49 6.7E-04 1.9E+00 0.6 0.6 MW-54 278 156.79
-141.8 less-open 45 144 131 41 1
SE 116-165 49 6.7E-04 1.9E+00 0.3 0.3 MW-54 279 156.99
-142.0 less-open 44 138 125 35 1
SE 116-165 49 6.7E-04 1.9E+00 0.2 0.2 MW-54 280 157.19
-142.2 less-open 22 181 168 78 NSR NSR NSR NSR 6.7E-04 1.9E+00 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 37 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 281 157.47
-142.5 less-open 36 155 142 52 1
SE 116-165 49 3.7E-04 1.1E+00 0.3 0.5 MW-54 282 157.75
-142.8 less-open 25 137 124 34 NSR NSR NSR NSR 3.7E-04 1.1E+00 0.3 MW-54 283 157.97
-143.0 less-open 35 117 104 14 3
E 70-115 45 3.7E-04 1.1E+00 0.2 2.3 MW-54 284 158.23
-143.2 less-open 54 112 99 9
3 E
70-115 45 3.7E-04 1.1E+00 0.3 0.3 MW-54 285 158.56
-143.6 less-open 61 96 83 353 3
E 70-115 45 3.7E-04 1.1E+00 0.3 0.3 MW-54 286 158.81
-143.8 less-open 66 93 80 350 3
E 70-115 45 3.7E-04 1.1E+00 0.3 0.3 MW-54 287 159
-144.0 less-open 64 119 106 16 3
E 70-115 45 3.7E-04 1.1E+00 0.2 0.2 MW-54 288 159.12
-144.1 less-open 64 107 94 4
3 E
70-115 45 3.7E-04 1.1E+00 0.1 0.1 MW-54 289 159.25
-144.3 less-open 54 199 186 96 5
S 166-200 34 3.7E-04 1.1E+00 0.1 9.8 MW-54 290 159.38
-144.4 less-open 58 103 90 360 3
E 70-115 45 3.7E-04 1.1E+00 0.1 0.3 MW-54 291 159.42
-144.4 less-open 54 201 188 98 5
S 166-200 34 3.7E-04 1.1E+00 0.0 0.2 MW-54 292 159.52
-144.5 less-open 65 97 84 354 3
E 70-115 45 3.7E-04 1.1E+00 0.1 0.1 MW-54 293 160.2
-145.2 less-open 23 174 161 71 NSR NSR NSR NSR 3.7E-04 1.1E+00 0.7 MW-54 294 160.44
-145.5 less-open 72 109 96 6
3 E
70-115 45 3.7E-04 1.1E+00 0.2 0.9 MW-54 295 161.52
-146.5 less-open 61 98 85 355 3
E 70-115 45 3.7E-04 1.1E+00 1.1 1.1 MW-54 296 161.59
-146.6 less-open 72 102 89 359 3
E 70-115 45 3.7E-04 1.1E+00 0.1 0.1 MW-54 297 162.09
-147.1 less-open 49 68 55 325 NSR NSR NSR NSR 3.7E-04 1.1E+00 0.5 MW-54 298 162.15
-147.2 less-open 62 190 177 87 5
S 166-200 34 3.7E-04 1.1E+00 0.1 2.7 MW-54 299 162.29
-147.3 less-open 55 102 89 359 3
E 70-115 45 3.7E-04 1.1E+00 0.1 0.7 MW-54 300 162.66
-147.7 less-open 67 270 257 167 4
W 245-290 45 3.7E-04 1.1E+00 0.4 23.1 MW-54 301 162.79
-147.8 less-open 80 112 99 9
3 E
70-115 45 3.7E-04 1.1E+00 0.1 0.5 MW-54 302 163.16
-148.2 less-open 23 258 245 155 NSR NSR NSR NSR 3.7E-04 1.1E+00 0.4 MW-54 303 163.81
-148.8 less-open 67 42 29 299 NSR NSR NSR NSR 3.7E-04 1.1E+00 0.7 MW-54 304 164.21
-149.2 less-open 76 76 63 333 NSR NSR NSR NSR 3.7E-04 1.1E+00 0.4 MW-54 305 164.5
-149.5 less-open 76 112 99 9
3 E
70-115 45 3.7E-04 1.1E+00 0.3 1.7 MW-54 306 164.67
-149.7 less-open 76 136 123 33 1
SE 116-165 49 3.7E-04 1.1E+00 0.2 7.2 MW-54 307 166.59
-151.6 less-open 70 110 97 7
3 E
70-115 45 3.7E-04 1.1E+00 1.9 2.1 MW-54 308 166.77
-151.8 less-open 57 103 90 0
3 E
70-115 45 3.7E-04 1.1E+00 0.2 0.2 MW-54 309 167.12
-152.1 less-open 51 115 102 12 3
E 70-115 45 3.7E-04 1.1E+00 0.3 0.3 MW-54 310 167.78
-152.8 less-open 48 90 77 347 3
E 70-115 45 3.7E-04 1.1E+00 0.7 0.7 MW-54 311 168.4
-153.4 less-open 45 104 91 1
3 E
70-115 45 3.7E-04 1.1E+00 0.6 0.6 MW-54 312 168.58
-153.6 less-open 45 114 101 11 3
E 70-115 45 3.7E-04 1.1E+00 0.2 0.2 MW-54 313 168.8
-153.8 less-open 51 121 108 18 3
E 70-115 45 3.7E-04 1.1E+00 0.2 0.2 MW-54 314 168.84
-153.9 less-open 72 299 286 196 4
W 245-290 45 3.7E-04 1.1E+00 0.0 6.2 MW-54 315 169.27
-154.3 less-open 44 347 334 244 2
NW 291-335 44 3.7E-04 1.1E+00 0.4 21.2 MW-54 316 169.48
-154.5 less-open 39 336 323 233 2
NW 291-335 44 3.7E-04 1.1E+00 0.2 0.2 MW-54 317 169.61
-154.6 less-open 57 127 114 24 3
E 70-115 45 3.7E-04 1.1E+00 0.1 0.8 MW-54 318 170.51
-155.5 less-open 76 109 96 6
3 E
70-115 45 3.7E-04 1.1E+00 0.9 0.9 MW-54 319 170.9
-155.9 less-open 55 120 107 17 3
E 70-115 45 3.7E-04 1.1E+00 0.4 0.4 MW-54 320 171.09
-156.1 less-open 57 146 133 43 1
SE 116-165 49 3.7E-04 1.1E+00 0.2 6.4 MW-54 321 172.27
-157.3 less-open 70 260 247 157 4
W 245-290 45 8.8E-04 2.5E+00 1.2 3.4 MW-54 322 172.59
-157.6 less-open 75 266 253 163 4
W 245-290 45 8.8E-04 2.5E+00 0.3 0.3 MW-54 323 172.65
-157.7 less-open 54 302 289 199 4
W 245-290 45 8.8E-04 2.5E+00 0.1 0.1 MW-54 324 173.22
-158.2 less-open 58 107 94 4
3 E
70-115 45 8.8E-04 2.5E+00 0.6 2.3 MW-54 325 173.55
-158.6 less-open 58 96 83 353 3
E 70-115 45 8.8E-04 2.5E+00 0.3 0.3 MW-54 326 173.82
-158.8 open 54 320 307 217 2
NW 291-335 44 8.8E-04 2.5E+00 0.3 4.3 MW-54 327 173.9
-158.9 open 64 282 269 179 4
W 245-290 45 8.8E-04 2.5E+00 0.1 1.3 MW-54 328 174.28
-159.3 open 70 304 291 201 2
NW 291-335 44 8.8E-04 2.5E+00 0.4 0.5 MW-54 329 175.46
-160.5 open 66 99 86 356 3
E 70-115 45 8.8E-04 2.5E+00 1.2 1.9 MW-54 330 175.68
-160.7 open 58 100 87 357 3
E 70-115 45 8.8E-04 2.5E+00 0.2 0.2 MW-54 331 176.3
-161.3 less-open 62 108 95 5
3 E
70-115 45 8.8E-04 2.5E+00 0.6 0.6 MW-54 332 176.53
-161.5 less-open 60 115 102 12 3
E 70-115 45 8.8E-04 2.5E+00 0.2 0.2 MW-54 333 177.18
-162.2 less-open 75 132 119 29 1
SE 116-165 49 8.8E-04 2.5E+00 0.7 6.1 MW-54 334 177.33
-162.3 less-open 70 134 121 31 1
SE 116-165 49 8.8E-04 2.5E+00 0.2 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 38 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 335 177.56
-162.6 less-open 70 128 115 25 3
E 70-115 45 8.8E-04 2.5E+00 0.2 1.0 MW-54 336 177.71
-162.7 less-open 74 115 102 12 3
E 70-115 45 8.8E-04 2.5E+00 0.2 0.2 MW-54 337 178.62
-163.6 less-open 58 206 193 103 5
S 166-200 34 8.8E-04 2.5E+00 0.9 16.5 MW-54 338 178.62
-163.6 less-open 35 357 344 254 6
N 336-21 45 8.8E-04 2.5E+00 0.0 27.5 MW-54 339 179.28
-164.3 less-open 57 136 123 33 1
SE 116-165 49 8.8E-04 2.5E+00 0.7 1.9 MW-54 340 179.55
-164.6 less-open 86 358 345 255 NSR NSR NSR NSR 8.8E-04 2.5E+00 0.3 MW-54 341 179.58
-164.6 less-open 51 126 113 23 3
E 70-115 45 8.8E-04 2.5E+00 0.0 1.9 MW-54 342 179.94
-165.0 less-open 32 112 99 9
NSR NSR NSR NSR 8.8E-04 2.5E+00 0.4 MW-54 343 180.6
-165.6 less-open 41 103 90 360 3
E 70-115 45 8.8E-04 2.5E+00 0.7 1.0 MW-54 344 181.37
-166.4 less-open 69 175 162 72 1
SE 116-165 49 8.8E-04 2.5E+00 0.8 2.1 MW-54 345 181.72
-166.7 less-open 38 338 325 235 2
NW 291-335 44 8.8E-04 2.5E+00 0.3 7.4 MW-54 346 181.84
-166.9 less-open 32 37 24 294 NSR NSR NSR NSR 8.8E-04 2.5E+00 0.1 MW-54 347 181.94
-167.0 less-open 69 215 202 112 NSR NSR NSR NSR 8.8E-04 2.5E+00 0.1 MW-54 348 182.26
-167.3 less-open 31 253 240 150 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.3 MW-54 349 182.43
-167.4 less-open 67 139 126 36 1
SE 116-165 49 3.9E-04 1.1E+00 0.2 1.1 MW-54 350 183.02
-168.0 less-open 71 113 100 10 3
E 70-115 45 3.9E-04 1.1E+00 0.6 2.4 MW-54 351 183.3
-168.3 less-open 75 354 341 251 6
N 336-21 45 3.9E-04 1.1E+00 0.3 4.7 MW-54 352 183.5
-168.5 less-open 74 107 94 4
3 E
70-115 45 3.9E-04 1.1E+00 0.2 0.5 MW-54 353 183.85
-168.9 less-open 56 348 335 245 2
NW 291-335 44 3.9E-04 1.1E+00 0.3 2.1 MW-54 354 183.9
-168.9 less-open 75 88 75 345 3
E 70-115 45 3.9E-04 1.1E+00 0.1 0.4 MW-54 355 184.48
-169.5 less-open 45 324 311 221 2
NW 291-335 44 3.9E-04 1.1E+00 0.6 0.6 MW-54 356 184.71
-169.7 less-open 50 105 92 2
3 E
70-115 45 3.9E-04 1.1E+00 0.2 0.8 MW-54 357 185.31
-170.3 less-open 62 144 131 41 1
SE 116-165 49 3.9E-04 1.1E+00 0.6 2.9 MW-54 358 185.43
-170.4 less-open 58 313 300 210 2
NW 291-335 44 3.9E-04 1.1E+00 0.1 1.0 MW-54 359 185.58
-170.6 less-open 44 203 190 100 5
S 166-200 34 3.9E-04 1.1E+00 0.2 7.0 MW-54 360 186.25
-171.3 less-open 70 323 310 220 2
NW 291-335 44 3.9E-04 1.1E+00 0.7 0.8 MW-54 361 186.28
-171.3 less-open 49 352 339 249 6
N 336-21 45 3.9E-04 1.1E+00 0.0 3.0 MW-54 362 186.63
-171.6 less-open 73 108 95 5
3 E
70-115 45 3.9E-04 1.1E+00 0.3 1.9 MW-54 363 186.71
-171.7 less-open 79 349 336 246 6
N 336-21 45 3.9E-04 1.1E+00 0.1 0.4 MW-54 364 187.43
-172.4 less-open 65 85 72 342 3
E 70-115 45 3.9E-04 1.1E+00 0.7 0.8 MW-54 365 187.66
-172.7 less-open 40 191 178 88 5
S 166-200 34 3.9E-04 1.1E+00 0.2 2.1 MW-54 366 187.71
-172.7 less-open 56 134 121 31 1
SE 116-165 49 3.9E-04 1.1E+00 0.1 2.4 MW-54 367 187.98
-173.0 less-open 64 121 108 18 3
E 70-115 45 3.9E-04 1.1E+00 0.3 0.5 MW-54 368 189.96
-175.0 less-open 53 174 161 71 1
SE 116-165 49 3.9E-04 1.1E+00 2.0 2.3 MW-54 369 189.98
-175.0 less-open 84 172 159 69 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.0 MW-54 370 190.27
-175.3 less-open 44 164 151 61 1
SE 116-165 49 3.9E-04 1.1E+00 0.3 0.3 MW-54 371 190.76
-175.8 open 48 202 189 99 5
S 166-200 34 3.9E-04 1.1E+00 0.5 3.1 MW-54 372 191.04
-176.1 open 47 146 133 43 1
SE 116-165 49 3.9E-04 1.1E+00 0.3 0.8 MW-54 373 192.42
-177.4 open 74 307 294 204 2
NW 291-335 44 3.9E-04 1.1E+00 1.4 6.2 MW-54 374 193.1
-178.1 less-open 41 101 88 358 3
E 70-115 45 3.9E-04 1.1E+00 0.7 5.1 MW-54 375 193.48
-178.5 less-open 42 133 120 30 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 2.4 MW-54 376 193.95
-179.0 less-open 60 201 188 98 5
S 166-200 34 3.9E-04 1.1E+00 0.5 3.2 MW-54 377 194
-179.0 less-open 64 186 173 83 5
S 166-200 34 3.9E-04 1.1E+00 0.1 0.1 MW-54 378 194.17
-179.2 less-open 63 102 89 359 3
E 70-115 45 3.9E-04 1.1E+00 0.2 1.1 MW-54 379 194.72
-179.7 less-open 22 152 139 49 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.6 MW-54 380 194.74
-179.8 less-open 71 181 168 78 5
S 166-200 34 3.9E-04 1.1E+00 0.0 0.7 MW-54 381 194.94
-180.0 less-open 67 186 173 83 5
S 166-200 34 3.9E-04 1.1E+00 0.2 0.2 MW-54 382 195.41
-180.4 less-open 39 321 308 218 2
NW 291-335 44 3.9E-04 1.1E+00 0.5 3.0 MW-54 383 195.58
-180.6 less-open 70 277 264 174 4
W 245-290 45 3.9E-04 1.1E+00 0.2 21.7 MW-54 384 195.95
-181.0 less-open 36 108 95 5
3 E
70-115 45 3.9E-04 1.1E+00 0.4 1.8 MW-54 385 196.75
-181.8 less-open 77 131 118 28 1
SE 116-165 49 3.9E-04 1.1E+00 0.8 3.3 MW-54 386 196.9
-181.9 less-open 73 319 306 216 2
NW 291-335 44 3.9E-04 1.1E+00 0.2 1.5 MW-54 387 197.52
-182.5 less-open 63 305 292 202 2
NW 291-335 44 3.9E-04 1.1E+00 0.6 0.6 MW-54 388 197.68
-182.7 less-open 43 107 94 4
3 E
70-115 45 3.9E-04 1.1E+00 0.2 1.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 39 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-54 389 197.8
-182.8 less-open 57 302 289 199 4
W 245-290 45 3.9E-04 1.1E+00 0.1 2.2 MW-54 390 198.26
-183.3 less-open 83 165 152 62 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.5 MW-54 391 198.32
-183.3 less-open 75 145 132 42 1
SE 116-165 49 3.9E-04 1.1E+00 0.1 1.6 MW-54 392 199.48
-184.5 open 42 49 36 306 NSR NSR NSR NSR 3.9E-04 1.1E+00 1.2 MW-54 393 200.29
-185.3 less-open 34 118 105 15 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.8 MW-54 394 200.52
-185.5 open 51 265 252 162 4
W 245-290 45 3.9E-04 1.1E+00 0.2 2.7 MW-54 395 200.83
-185.8 less-open 45 290 277 187 4
W 245-290 45 3.9E-04 1.1E+00 0.3 0.3 MW-54 396 201.07
-186.1 less-open 50 302 289 199 4
W 245-290 45 3.9E-04 1.1E+00 0.2 0.2 MW-54 397 201.24
-186.3 less-open 44 278 265 175 4
W 245-290 45 3.9E-04 1.1E+00 0.2 0.2 MW-54 398 201.72
-186.7 less-open 52 89 76 346 3
E 70-115 45 3.9E-04 1.1E+00 0.5 4.0 MW-54 399 201.89
-186.9 less-open 56 112 99 9
3 E
70-115 45 3.9E-04 1.1E+00 0.2 0.2 MW-54 400 201.97
-187.0 open 82 91 78 348 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.1 MW-54 401 202.85
-187.9 less-open 54 134 121 31 1
SE 116-165 49 3.9E-04 1.1E+00 0.9 4.5 MW-54 402 203.08
-188.1 less-open 90 132 119 29 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.2 MW-54 403 203.46
-188.5 less-open 89 272 259 169 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.4 MW-54 404 203.68
-188.7 less-open 90 269 256 166 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.2 MW-54 405 203.94
-189.0 less-open 90 290 277 187 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.3 MW-54 406 204.3
-189.3 less-open 90 99 86 356 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.4 MW-55 1
12.4 5.8 less-open 63 74 61 331 NSR NSR NSR NSR TNP TNP NA MW-55 2
13.1 5.1 less-open 67 64 51 321 NSR NSR NSR NSR TNP TNP 0.7 MW-55 3
13.4 4.9 less-open 67 48 35 305 NSR NSR NSR NSR TNP TNP 0.2 MW-55 4
13.9 4.4 less-open 61 316 303 213 2
NW 291-335 44 2.6E-04 7.5E-01 0.5 13.9 MW-55 5
14.3 4.0 less-open 61 138 125 35 1
SE 116-165 49 2.6E-04 7.5E-01 0.4 14.3 MW-55 6
14.6 3.6 less-open 54 113 100 10 3
E 70-115 45 2.6E-04 7.5E-01 0.3 14.6 MW-55 7
15.2 3.1 less-open 59 170 157 67 1
SE 116-165 49 2.6E-04 7.5E-01 0.6 0.9 MW-55 8
15.8 2.5 less-open 51 143 130 40 1
SE 116-165 49 2.6E-04 7.5E-01 0.6 0.6 MW-55 9
15.9 2.3 less-open 79 161 148 58 1
SE 116-165 49 2.6E-04 7.5E-01 0.1 0.1 MW-55 10 16.8 1.5 less-open 68 226 213 123 NSR NSR NSR NSR 2.6E-04 7.5E-01 0.8 MW-55 11 16.9 1.3 less-open 79 195 182 92 5
S 166-200 34 2.6E-04 7.5E-01 0.2 16.9 MW-55 12 17.1 1.2 less-open 60 161 148 58 1
SE 116-165 49 2.6E-04 7.5E-01 0.2 1.2 MW-55 13 17.2 1.0 less-open 70 142 129 39 1
SE 116-165 49 2.6E-04 7.5E-01 0.1 0.1 MW-55 14 18.4
-0.1 less-open 70 73 60 330 NSR NSR NSR NSR 2.6E-04 7.5E-01 1.2 MW-55 15 19.4
-1.2 less-open 44 29 16 286 6
N 336-21 45 2.6E-04 7.5E-01 1.1 19.4 MW-55 16 19.8
-1.5 less-open 38 108 95 5
3 E
70-115 45 2.6E-04 7.5E-01 0.3 5.1 MW-55 17 20.0
-1.8 less-open 28 224 211 121 NSR NSR NSR NSR 2.6E-04 7.5E-01 0.3 MW-55 18 20.5
-2.2 less-open 24 203 190 100 NSR NSR NSR NSR 2.6E-04 7.5E-01 0.4 MW-55 19 20.5
-2.3 less-open 61 52 39 309 NSR NSR NSR NSR 2.6E-04 7.5E-01 0.1 MW-55 20 21.0
-2.7 less-open 61 328 315 225 2
NW 291-335 44 2.6E-04 7.5E-01 0.4 7.1 MW-55 21 21.9
-3.7 less-open 40 270 257 167 4
W 245-290 45 2.6E-04 7.5E-01 1.0 21.9 MW-55 22 22.1
-3.8 less-open 75 310 297 207 2
NW 291-335 44 2.6E-04 7.5E-01 0.1 1.1 MW-55 23 23.3
-5.1 less-open 37 194 181 91 5
S 166-200 34 2.6E-04 7.5E-01 1.2 6.4 MW-55 24 23.6
-5.3 less-open 68 317 304 214 2
NW 291-335 44 2.6E-04 7.5E-01 0.2 1.5 MW-55 25 23.7
-5.5 less-open 22 246 233 143 NSR NSR NSR NSR 2.6E-04 7.5E-01 0.2 MW-55 26 24.1
-5.8 less-open 39 141 128 38 1
SE 116-165 49 TNP TNP 0.4 6.9 MW-55 27 24.5
-6.3 less-open 43 152 139 49 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-55 28 24.8
-6.6 less-open 24 174 161 71 NSR NSR NSR NSR TNP TNP 0.3 MW-55 29 25.0
-6.8 less-open 27 250 237 147 NSR NSR NSR NSR TNP TNP 0.2 MW-55 30 25.3
-7.0 less-open 31 160 147 57 NSR NSR NSR NSR TNP TNP 0.3 MW-55 31 25.6
-7.4 less-open 21 200 187 97 NSR NSR NSR NSR TNP TNP 0.3 MW-55 32 26.2
-7.9 less-open 24 138 125 35 NSR NSR NSR NSR TNP TNP 0.5 MW-55 33 27.0
-8.7 less-open 31 223 210 120 NSR NSR NSR NSR TNP TNP 0.8 MW-55 34 27.6
-9.4 less-open 50 198 185 95 5
S 166-200 34 TNP TNP 0.7 4.3 MW-55 35 27.7
-9.4 less-open 44 49 36 306 NSR NSR NSR NSR TNP TNP 0.1 MW-55 36 28.4
-10.1 less-open 68 270 257 167 4
W 245-290 45 TNP TNP 0.7 6.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 40 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-55 37 29.5
-11.3 less-open 23 256 243 153 NSR NSR NSR NSR TNP TNP 1.1 MW-55 38 30.1
-11.9 less-open 40 120 107 17 3
E 70-115 45 8.8E-04 2.5E+00 0.6 10.4 MW-55 39 32.3
-14.0 less-open 40 152 139 49 1
SE 116-165 49 8.8E-04 2.5E+00 2.2 7.8 MW-55 40 32.6
-14.4 less-open 53 85 72 342 3
E 70-115 45 8.8E-04 2.5E+00 0.4 2.5 MW-55 41 32.7
-14.5 less-open 37 83 70 340 3
E 70-115 45 8.8E-04 2.5E+00 0.1 0.1 MW-55 42 33.1
-14.8 less-open 73 112 99 9
3 E
70-115 45 8.8E-04 2.5E+00 0.3 0.3 MW-55 43 33.2
-15.0 less-open 55 94 81 351 3
E 70-115 45 8.8E-04 2.5E+00 0.2 0.2 MW-55 44 33.3
-15.0 less-open 83 314 301 211 NSR NSR NSR NSR 8.8E-04 2.5E+00 0.0 MW-55 45 33.6
-15.3 less-open 63 141 128 38 1
SE 116-165 49 8.8E-04 2.5E+00 0.3 1.3 MW-55 46 34.3
-16.0 less-open 68 316 303 213 2
NW 291-335 44 8.8E-04 2.5E+00 0.7 10.7 MW-55 47 34.5
-16.2 less-open 63 169 156 66 1
SE 116-165 49 8.8E-04 2.5E+00 0.2 0.9 MW-55 48 35.6
-17.3 less-open 72 152 139 49 1
SE 116-165 49 TNP TNP 1.1 1.1 MW-55 49 35.6
-17.4 less-open 76 290 277 187 4
W 245-290 45 TNP TNP 0.0 7.3 MW-55 50 36.1
-17.8 less-open 40 310 297 207 2
NW 291-335 44 TNP TNP 0.5 1.8 MW-55 51 37.6
-19.3 less-open 53 245 232 142 NSR NSR NSR NSR TNP TNP 1.5 MW-55 52 37.8
-19.6 less-open 78 141 128 38 1
SE 116-165 49 TNP TNP 0.2 2.2 MW-55 53 38.5
-20.3 less-open 79 115 102 12 3
E 70-115 45 TNP TNP 0.7 5.3 MW-55 54 39.7
-21.4 less-open 69 308 295 205 2
NW 291-335 44 TNP TNP 1.2 3.6 MW-55 55 41.5
-23.3 less-open 54 186 173 83 5
S 166-200 34 TNP TNP 1.9 13.9 MW-55 56 43.4
-25.1 less-open 64 165 152 62 1
SE 116-165 49 TNP TNP 1.8 5.6 MW-55 57 44.3
-26.0 less-open 64 178 165 75 1
SE 116-165 49 1.3E-03 3.7E+00 0.9 0.9 MW-55 58 45.0
-26.7 less-open 59 227 214 124 NSR NSR NSR NSR 1.3E-03 3.7E+00 0.7 MW-55 59 45.7
-27.5 less-open 33 24 11 281 NSR NSR NSR NSR 1.3E-03 3.7E+00 0.7 MW-55 60 45.9
-27.6 less-open 76 148 135 45 1
SE 116-165 49 1.3E-03 3.7E+00 0.2 1.6 MW-55 61 46.1
-27.8 less-open 70 204 191 101 5
S 166-200 34 1.3E-03 3.7E+00 0.2 4.5 MW-55 62 46.1
-27.9 less-open 79 333 320 230 2
NW 291-335 44 1.3E-03 3.7E+00 0.1 6.5 MW-55 63 46.7
-28.5 less-open 45 102 89 359 3
E 70-115 45 1.3E-03 3.7E+00 0.6 8.2 MW-55 64 47.0
-28.8 less-open 51 106 93 3
3 E
70-115 45 1.3E-03 3.7E+00 0.3 0.3 MW-55 65 47.5
-29.2 open 21 94 81 351 NSR NSR NSR NSR 1.3E-03 3.7E+00 0.4 MW-55 66 48.7
-30.5 less-open 68 71 58 328 NSR NSR NSR NSR 1.3E-03 3.7E+00 1.3 MW-55 67 49.4
-31.1 less-open 33 249 236 146 NSR NSR NSR NSR 1.3E-03 3.7E+00 0.6 MW-55 68 49.8
-31.6 less-open 13 214 201 111 NSR NSR NSR NSR 1.3E-03 3.7E+00 0.5 MW-55 69 51.0
-32.7 less-open 55 283 270 180 4
W 245-290 45 1.3E-03 3.7E+00 1.2 15.4 MW-55 70 51.2
-33.0 less-open 49 315 302 212 2
NW 291-335 44 1.3E-03 3.7E+00 0.2 5.1 MW-55 71 51.4
-33.2 less-open 14 124 111 21 NSR NSR NSR NSR 1.3E-03 3.7E+00 0.2 MW-55 72 51.6
-33.3 less-open 53 318 305 215 2
NW 291-335 44 1.3E-03 3.7E+00 0.2 0.4 MW-55 73 52.5
-34.2 less-open 36 86 73 343 3
E 70-115 45 1.3E-03 3.7E+00 0.9 5.4 MW-55 74 52.9
-34.7 less-open 67 101 88 358 3
E 70-115 45 1.3E-03 3.7E+00 0.5 0.5 MW-55 75 53.4
-35.2 open 43 81 68 338 NSR NSR NSR NSR 1.3E-03 3.7E+00 0.5 MW-55 76 53.6
-35.4 open 44 92 79 349 3
E 70-115 45 1.3E-03 3.7E+00 0.2 0.7 MW-55 77 54.5
-36.2 less-open 38 287 274 184 4
W 245-290 45 TNP TNP 0.9 3.5 MW-55 78 55.3
-37.1 less-open 17 275 262 172 NSR NSR NSR NSR TNP TNP 0.8 MW-55 79 56.8
-38.6 less-open 59 64 51 321 NSR NSR NSR NSR TNP TNP 1.5 MW-55 80 57.3
-39.1 less-open 64 72 59 329 NSR NSR NSR NSR TNP TNP 0.5 MW-55 81 57.8
-39.5 less-open 59 97 84 354 3
E 70-115 45 TNP TNP 0.4 4.2 MW-55 82 58.6
-40.3 less-open 63 303 290 200 4
W 245-290 45 TNP TNP 0.8 4.1 MW-55 83 59.0
-40.7 less-open 62 289 276 186 4
W 245-290 45 TNP TNP 0.4 0.4 MW-55 84 59.1
-40.9 less-open 63 179 166 76 5
S 166-200 34 TNP TNP 0.2 13.1 MW-55 85 59.9
-41.7 less-open 42 321 308 218 2
NW 291-335 44 TNP TNP 0.8 8.3 MW-55 86 60.4
-42.1 less-open 44 175 162 72 1
SE 116-165 49 TNP TNP 0.5 14.5 MW-55 87 60.4
-42.2 less-open 57 315 302 212 2
NW 291-335 44 TNP TNP 0.1 0.5 MW-55 88 60.5
-42.2 less-open 62 79 66 336 NSR NSR NSR NSR TNP TNP 0.0 MW-55 89 60.7
-42.4 less-open 74 96 83 353 3
E 70-115 45 TNP TNP 0.2 2.9 MW-55 90 61.3
-43.1 less-open 76 76 63 333 NSR NSR NSR NSR TNP TNP 0.6 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 41 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-55 91 61.4
-43.2 less-open 78 103 90 0
3 E
70-115 45 TNP TNP 0.1 0.7 MW-55 92 61.6
-43.3 less-open 74 254 241 151 NSR NSR NSR NSR TNP TNP 0.1 MW-55 93 61.7
-43.5 less-open 66 75 62 332 NSR NSR NSR NSR TNP TNP 0.2 MW-55 94 61.8
-43.6 less-open 41 290 277 187 4
W 245-290 45 TNP TNP 0.1 2.8 MW-55 95 62.2
-44.0 less-open 52 268 255 165 4
W 245-290 45 TNP TNP 0.4 0.4 MW-55 96 62.5
-44.2 less-open 51 89 76 346 3
E 70-115 45 TNP TNP 0.2 1.1 MW-55 97 62.7
-44.5 less-open 44 311 298 208 2
NW 291-335 44 TNP TNP 0.2 2.3 MW-55 98 63.3
-45.0 less-open 37 304 291 201 2
NW 291-335 44 TNP TNP 0.5 0.5 MW-55 99 63.4
-45.1 less-open 51 88 75 345 3
E 70-115 45 TNP TNP 0.1 0.9 MW-55 100 63.5
-45.3 less-open 55 325 312 222 2
NW 291-335 44 TNP TNP 0.1 0.3 MW-55 101 63.7
-45.5 less-open 30 239 226 136 NSR NSR NSR NSR TNP TNP 0.2 MW-55 102 64.0
-45.8 less-open 74 95 82 352 3
E 70-115 45 TNP TNP 0.3 0.7 MW-55 103 64.4
-46.1 less-open 68 87 74 344 3
E 70-115 45 TNP TNP 0.3 0.3 MW-55 104 64.5
-46.3 less-open 52 280 267 177 4
W 245-290 45 TNP TNP 0.2 2.3 MW-55 105 64.6
-46.4 less-open 48 295 282 192 4
W 245-290 45 TNP TNP 0.1 0.1 MW-55 106 64.9
-46.7 less-open 31 75 62 332 NSR NSR NSR NSR TNP TNP 0.3 MW-55 107 65.0
-46.7 less-open 70 85 72 342 3
E 70-115 45 TNP TNP 0.1 0.6 MW-55 108 65.0
-46.8 less-open 78 313 300 210 2
NW 291-335 44 TNP TNP 0.0 1.5 MW-55 109 65.5
-47.3 less-open 52 360 347 257 6
N 336-21 45 TNP TNP 0.5 46.1 MW-55 110 65.8
-47.5 less-open 79 170 157 67 1
SE 116-165 49 TNP TNP 0.2 5.4 MW-55 111 65.9
-47.6 less-open 44 324 311 221 2
NW 291-335 44 TNP TNP 0.1 0.8 MW-55 112 66.1
-47.8 less-open 52 106 93 3
3 E
70-115 45 TNP TNP 0.2 1.1 MW-55 113 66.3
-48.0 less-open 69 62 49 319 NSR NSR NSR NSR TNP TNP 0.2 MW-55 114 66.7
-48.5 less-open 50 340 327 237 2
NW 291-335 44 TNP TNP 0.5 0.9 MW-55 115 67.0
-48.7 less-open 56 359 346 256 6
N 336-21 45 TNP TNP 0.2 1.5 MW-55 116 67.3
-49.1 less-open 57 6
353 263 6
N 336-21 45 TNP TNP 0.4 0.4 MW-55 117 67.8
-49.5 less-open 55 1
348 258 6
N 336-21 45 TNP TNP 0.4 0.4 MW-55 118 68.1
-49.8 less-open 47 5
352 262 6
N 336-21 45 TNP TNP 0.3 0.3 MW-55 119 68.4
-50.1 less-open 47 339 326 236 2
NW 291-335 44 TNP TNP 0.3 1.6 MW-55 120 68.6
-50.3 less-open 72 208 195 105 5
S 166-200 34 TNP TNP 0.2 9.5 MW-55 121 69.2
-51.0 less-open 48 302 289 199 4
W 245-290 45 TNP TNP 0.7 4.6 MW-55 122 69.8
-51.5 less-open 57 122 109 19 3
E 70-115 45 TNP TNP 0.5 3.7 MW-55 123 69.9
-51.6 less-open 60 201 188 98 5
S 166-200 34 TNP TNP 0.1 1.3 MW-55 124 70.6
-52.3 less-open 39 295 282 192 4
W 245-290 45 TNP TNP 0.7 1.3 MW-55 125 71.1
-52.8 less-open 27 270 257 167 NSR NSR NSR NSR TNP TNP 0.5 MW-55 126 71.4
-53.2 less-open 48 188 175 85 5
S 166-200 34 TNP TNP 0.3 1.6 MW-55 127 71.8
-53.5 less-open 60 203 190 100 5
S 166-200 34 TNP TNP 0.3 0.3 MW-55 128 72.1
-53.9 less-open 66 93 80 350 3
E 70-115 45 TNP TNP 0.4 2.4 MW-55 129 72.4
-54.2 less-open 56 187 174 84 5
S 166-200 34 TNP TNP 0.3 0.7 MW-55 130 73.9
-55.7 less-open 27 255 242 152 NSR NSR NSR NSR TNP TNP 1.5 MW-55 131 74.1
-55.8 less-open 60 179 166 76 5
S 166-200 34 TNP TNP 0.1 1.7 MW-55 132 74.3
-56.0 less-open 60 163 150 60 1
SE 116-165 49 TNP TNP 0.2 8.5 MW-55 133 74.7
-56.5 less-open 47 330 317 227 2
NW 291-335 44 TNP TNP 0.4 6.4 MW-55 134 75.3
-57.0 less-open 53 332 319 229 2
NW 291-335 44 TNP TNP 0.5 0.5 MW-55 135 76.0
-57.7 less-open 5
307 294 204 NSR NSR NSR NSR TNP TNP 0.7 MW-55 136 76.2
-57.9 less-open 7
297 284 194 NSR NSR NSR NSR TNP TNP 0.2 MW-55 137 76.6
-58.3 less-open 12 175 162 72 NSR NSR NSR NSR TNP TNP 0.4 MW-56 1
31.02 39.2 less-open 78 193 180 90 5
S 166-200 34 TNP TNP NA 31.0 MW-56 2
32.45 37.81 less-open 52 173 160 70 1
SE 116-165 49 TNP TNP 1.4 32.5 MW-56 3
32.56 37.7 less-open 80 223 210 120 NSR NSR NSR NSR TNP TNP 0.1 MW-56 4
32.91 37.35 less-open 79 228 215 125 NSR NSR NSR NSR TNP TNP 0.3 MW-56 5
33.01 37.25 less-open 74 12 359 269 6
N 336-21 45 TNP TNP 0.1 33.0 MW-56 6
33.68 36.58 less-open 40 338 325 235 2
NW 291-335 44 TNP TNP 0.7 33.7 MW-56 7
35.65 34.61 less-open 20 144 131 41 NSR NSR NSR NSR TNP TNP 2.0 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 42 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-56 8
36.9 33.36 less-open 64 147 134 44 1
SE 116-165 49 TNP TNP 1.3 4.5 MW-56 9
37.81 32.45 less-open 50 347 334 244 2
NW 291-335 44 TNP TNP 0.9 4.1 MW-56 10 38.79 31.47 less-open 73 5
352 262 6
N 336-21 45 TNP TNP 1.0 5.8 MW-56 11 39.83 30.43 less-open 30 86 73 343 NSR NSR NSR NSR TNP TNP 1.0 MW-56 12 40.01 30.25 less-open 34 115 102 12 3
E 70-115 45 TNP TNP 0.2 40.0 MW-56 13 41.21 29.05 less-open 67 13 0
270 6
N 336-21 45 TNP TNP 1.2 2.4 MW-56 14 41.71 28.55 less-open 52 301 288 198 4
W 245-290 45 TNP TNP 0.5 41.7 MW-56 15 42.54 27.72 less-open 60 2
349 259 6
N 336-21 45 TNP TNP 0.8 1.3 MW-56 16 42.6 27.66 open 64 155 142 52 1
SE 116-165 49 TNP TNP 0.1 5.7 MW-56 17 43.33 26.93 less-open 20 80 67 337 NSR NSR NSR NSR TNP TNP 0.7 MW-56 18 43.83 26.43 less-open 65 1
348 258 6
N 336-21 45 TNP TNP 0.5 1.3 MW-56 19 44.42 25.84 less-open 69 1
348 258 6
N 336-21 45 TNP TNP 0.6 0.6 MW-56 20 44.83 25.43 less-open 67 176 163 73 1
SE 116-165 49 TNP TNP 0.4 2.2 MW-56 21 45.02 25.24 less-open 66 4
351 261 6
N 336-21 45 TNP TNP 0.2 0.6 MW-56 22 45.29 24.97 less-open 71 7
354 264 6
N 336-21 45 TNP TNP 0.3 0.3 MW-56 23 45.7 24.56 less-open 74 8
355 265 6
N 336-21 45 TNP TNP 0.4 0.4 MW-56 24 46.96 23.3 less-open 36 173 160 70 1
SE 116-165 49 TNP TNP 1.3 2.1 MW-56 25 47.05 23.21 less-open 71 10 357 267 6
N 336-21 45 TNP TNP 0.1 1.3 MW-56 26 48.1 22.16 less-open 18 167 154 64 NSR NSR NSR NSR TNP TNP 1.1 MW-56 27 48.39 21.87 less-open 75 4
351 261 6
N 336-21 45 TNP TNP 0.3 1.3 MW-56 28 50.31 19.95 less-open 15 212 199 109 NSR NSR NSR NSR TNP TNP 1.9 MW-56 29 51.62 18.64 less-open 3
188 175 85 NSR NSR NSR NSR TNP TNP 1.3 MW-56 30 51.7 18.56 less-open 6
330 317 227 NSR NSR NSR NSR TNP TNP 0.1 MW-56 31 51.78 18.48 less-open 8
156 143 53 NSR NSR NSR NSR TNP TNP 0.1 MW-56 32 51.94 18.32 less-open 9
10 357 267 NSR NSR NSR NSR TNP TNP 0.2 MW-56 33 52.5 17.76 less-open 66 6
353 263 6
N 336-21 45 TNP TNP 0.6 4.1 MW-56 34 52.84 17.42 less-open 5
198 185 95 NSR NSR NSR NSR TNP TNP 0.3 MW-56 35 53.2 17.06 less-open 62 221 208 118 NSR NSR NSR NSR TNP TNP 0.4 MW-56 36 53.68 16.58 less-open 44 341 328 238 2
NW 291-335 44 TNP TNP 0.5 15.9 MW-56 37 54.13 16.13 less-open 13 121 108 18 NSR NSR NSR NSR TNP TNP 0.5 MW-56 38 56.09 14.17 less-open 38 331 318 228 2
NW 291-335 44 TNP TNP 2.0 2.4 MW-56 39 57.17 13.09 less-open 53 352 339 249 6
N 336-21 45 TNP TNP 1.1 4.7 MW-56 40 57.2 13.06 less-open 48 321 308 218 2
NW 291-335 44 TNP TNP 0.0 1.1 MW-56 41 57.22 13.04 less-open 37 204 191 101 5
S 166-200 34 TNP TNP 0.0 26.2 MW-56 42 57.59 12.67 less-open 70 201 188 98 5
S 166-200 34 TNP TNP 0.4 0.4 MW-56 43 57.62 12.64 less-open 15 290 277 187 NSR NSR NSR NSR TNP TNP 0.0 MW-56 44 58.17 12.09 less-open 78 208 195 105 5
S 166-200 34 TNP TNP 0.6 0.6 MW-56 45 59.12 11.14 less-open 8
85 72 342 NSR NSR NSR NSR TNP TNP 0.9 MW-56 46 59.84 10.42 less-open 74 119 106 16 3
E 70-115 45 TNP TNP 0.7 19.8 MW-56 47 60.9 9.36 less-open 46 341 328 238 2
NW 291-335 44 TNP TNP 1.1 3.7 MW-56 48 61.1 9.16 less-open 69 221 208 118 NSR NSR NSR NSR TNP TNP 0.2 MW-56 49 61.53 8.73 less-open 62 223 210 120 NSR NSR NSR NSR TNP TNP 0.4 MW-56 50 61.69 8.57 less-open 57 234 221 131 NSR NSR NSR NSR TNP TNP 0.2 MW-56 51 61.8 8.46 less-open 9
28 15 285 NSR NSR NSR NSR TNP TNP 0.1 MW-56 52 61.86 8.4 less-open 27 147 134 44 NSR NSR NSR NSR TNP TNP 0.1 MW-56 53 62.52 7.74 less-open 41 357 344 254 6
N 336-21 45 TNP TNP 0.7 5.4 MW-56 54 62.52 7.74 less-open 68 143 130 40 1
SE 116-165 49 TNP TNP 0.0 15.6 MW-56 55 63.1 7.16 less-open 36 275 262 172 4
W 245-290 45 TNP TNP 0.6 21.4 MW-56 56 63.33 6.93 less-open 32 34 21 291 NSR NSR NSR NSR TNP TNP 0.2 MW-56 57 63.94 6.32 less-open 37 307 294 204 2
NW 291-335 44 TNP TNP 0.6 3.0 MW-56 58 64.5 5.76 less-open 53 303 290 200 4
W 245-290 45 TNP TNP 0.6 1.4 MW-56 59 65.12 5.14 less-open 59 172 159 69 1
SE 116-165 49 TNP TNP 0.6 2.6 MW-56 60 65.4 4.86 less-open 58 175 162 72 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-56 61 66.67 3.59 less-open 61 328 315 225 2
NW 291-335 44 TNP TNP 1.3 2.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 43 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-56 62 67.98 2.28 less-open 66 274 261 171 4
W 245-290 45 TNP TNP 1.3 3.5 MW-56 63 68.04 2.22 less-open 63 275 262 172 4
W 245-290 45 TNP TNP 0.1 0.1 MW-56 64 68.71 1.55 less-open 57 231 218 128 NSR NSR NSR NSR TNP TNP 0.7 MW-56 65 69.08 1.18 less-open 8
271 258 168 NSR NSR NSR NSR TNP TNP 0.4 MW-56 66 69.29 0.97 less-open 8
340 327 237 NSR NSR NSR NSR TNP TNP 0.2 MW-56 67 69.45 0.81 less-open 50 173 160 70 1
SE 116-165 49 TNP TNP 0.2 4.1 MW-56 68 69.86 0.4 less-open 8
236 223 133 NSR NSR NSR NSR TNP TNP 0.4 MW-56 69 69.97 0.29 less-open 18 326 313 223 NSR NSR NSR NSR TNP TNP 0.1 MW-56 70 70.17 0.09 less-open 58 277 264 174 4
W 245-290 45 0.0 9.0E-01 0.2 2.1 MW-56 71 70.2 0.06 less-open 72 176 163 73 1
SE 116-165 49 0.0 9.0E-01 0.0 0.8 MW-56 72 70.33
-0.07 less-open 46 29 16 286 6
N 336-21 45 0.0 9.0E-01 0.1 7.8 MW-56 73 70.92
-0.66 less-open 6
295 282 192 NSR NSR NSR NSR 0.0 9.0E-01 0.6 MW-56 74 71
-0.74 less-open 23 314 301 211 NSR NSR NSR NSR 0.0 9.0E-01 0.1 MW-56 75 71.02
-0.76 less-open 66 295 282 192 4
W 245-290 45 0.0 9.0E-01 0.0 0.8 MW-56 76 71.54
-1.28 less-open 18 278 265 175 NSR NSR NSR NSR 0.0 9.0E-01 0.5 MW-56 77 71.57
-1.31 less-open 76 179 166 76 5
S 166-200 34 0.0 9.0E-01 0.0 13.4 MW-56 78 71.68
-1.42 less-open 39 351 338 248 6
N 336-21 45 0.0 9.0E-01 0.1 1.4 MW-56 79 71.8
-1.54 less-open 36 19 6
276 6
N 336-21 45 0.0 9.0E-01 0.1 0.1 MW-56 80 72.66
-2.4 less-open 17 293 280 190 NSR NSR NSR NSR 0.0 9.0E-01 0.9 MW-56 81 72.85
-2.59 less-open 79 220 207 117 NSR NSR NSR NSR 0.0 9.0E-01 0.2 MW-56 82 73.3
-3.04 less-open 78 224 211 121 NSR NSR NSR NSR 0.0 9.0E-01 0.5 MW-56 83 73.49
-3.23 less-open 26 219 206 116 NSR NSR NSR NSR 0.0 9.0E-01 0.2 MW-56 84 73.79
-3.53 less-open 33 1
348 258 NSR NSR NSR NSR 0.0 9.0E-01 0.3 MW-56 85 73.93
-3.67 less-open 63 171 158 68 1
SE 116-165 49 0.0 9.0E-01 0.1 3.7 MW-56 86 74.41
-4.15 less-open 52 273 260 170 4
W 245-290 45 0.0 9.0E-01 0.5 3.4 MW-56 87 74.73
-4.47 less-open 45 254 241 151 NSR NSR NSR NSR 0.0 9.0E-01 0.3 MW-56 88 75.28
-5.02 less-open 75 142 129 39 1
SE 116-165 49 0.0 9.0E-01 0.5 1.3 MW-56 89 75.59
-5.33 less-open 24 352 339 249 NSR NSR NSR NSR 0.0 9.0E-01 0.3 MW-56 90 75.77
-5.51 less-open 61 206 193 103 5
S 166-200 34 0.0 9.0E-01 0.2 4.2 MW-56 91 76.08
-5.82 less-open 71 171 158 68 1
SE 116-165 49 0.0 9.0E-01 0.3 0.8 MW-56 92 76.61
-6.35 less-open 58 264 251 161 4
W 245-290 45 0.0 9.0E-01 0.5 2.2 MW-56 93 76.96
-6.7 less-open 57 258 245 155 4
W 245-290 45 0.0 9.0E-01 0.3 0.3 MW-56 94 77.04
-6.78 less-open 24 93 80 350 NSR NSR NSR NSR 0.0 9.0E-01 0.1 MW-56 95 77.07
-6.81 less-open 57 263 250 160 4
W 245-290 45 0.0 9.0E-01 0.0 0.1 MW-56 96 77.33
-7.07 less-open 49 170 157 67 1
SE 116-165 49 0.0 9.0E-01 0.3 1.3 MW-56 97 77.53
-7.27 less-open 61 204 191 101 5
S 166-200 34 0.0 9.0E-01 0.2 1.8 MW-56 98 77.54
-7.28 less-open 59 187 174 84 5
S 166-200 34 0.0 9.0E-01 0.0 0.0 MW-56 99 78.64
-8.38 less-open 72 162 149 59 1
SE 116-165 49 0.0 9.0E-01 1.1 1.3 MW-56 100 78.8
-8.54 less-open 83 357 344 254 NSR NSR NSR NSR 0.0 9.0E-01 0.2 MW-56 101 78.92
-8.66 less-open 55 162 149 59 1
SE 116-165 49 0.0 9.0E-01 0.1 0.3 MW-56 102 79.13
-8.87 less-open 80 171 158 68 1
SE 116-165 49 0.0 9.0E-01 0.2 0.2 MW-56 103 79.25
-8.99 less-open 64 179 166 76 5
S 166-200 34 0.0 9.0E-01 0.1 1.7 MW-56 104 79.39
-9.13 less-open 79 123 110 20 3
E 70-115 45 0.0 9.0E-01 0.1 19.6 MW-56 105 79.77
-9.51 less-open 40 256 243 153 NSR NSR NSR NSR 0.0 9.0E-01 0.4 MW-56 106 79.96
-9.7 less-open 51 172 159 69 1
SE 116-165 49 0.0 9.0E-01 0.2 0.8 MW-56 107 80.5
-10.24 less-open 24 175 162 72 NSR NSR NSR NSR 0.0 9.0E-01 0.5 MW-56 108 80.66
-10.4 less-open 71 178 165 75 1
SE 116-165 49 0.0 9.0E-01 0.2 0.7 MW-56 109 80.75
-10.49 less-open 35 221 208 118 NSR NSR NSR NSR 0.0 9.0E-01 0.1 MW-56 110 80.83
-10.57 less-open 53 318 305 215 2
NW 291-335 44 0.0 9.0E-01 0.1 14.2 MW-56 111 80.98
-10.72 less-open 78 178 165 75 1
SE 116-165 49 0.0 9.0E-01 0.2 0.3 MW-56 112 81.11
-10.85 less-open 53 239 226 136 NSR NSR NSR NSR 0.0 9.0E-01 0.1 MW-56 113 81.19
-10.93 less-open 75 180 167 77 5
S 166-200 34 0.0 9.0E-01 0.1 1.9 MW-56 114 81.58
-11.32 less-open 73 181 168 78 5
S 166-200 34 0.0 9.0E-01 0.4 0.4 MW-56 115 81.72
-11.46 less-open 36 174 161 71 1
SE 116-165 49 0.0 9.0E-01 0.1 0.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 44 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-56 116 81.9
-11.64 less-open 71 155 142 52 1
SE 116-165 49 0.0 9.0E-01 0.2 0.2 MW-56 117 83.01
-12.75 less-open 80 186 173 83 5
S 166-200 34 0.0 9.0E-01 1.1 1.4 MW-56 118 83.93
-13.67 less-open 59 150 137 47 1
SE 116-165 49 0.0 9.0E-01 0.9 2.0 MW-56 119 84.27
-14.01 less-open 31 229 216 126 NSR NSR NSR NSR 0.0 9.0E-01 0.3 MW-56 120 84.28
-14.02 less-open 67 342 329 239 2
NW 291-335 44 0.0 9.0E-01 0.0 3.5 MW-56 121 84.59
-14.33 less-open 39 221 208 118 NSR NSR NSR NSR 0.0 9.0E-01 0.3 MW-56 122 84.86
-14.6 less-open 54 207 194 104 5
S 166-200 34 0.0 9.0E-01 0.3 1.8 MW-56 123 85.35
-15.09 less-open 63 236 223 133 NSR NSR NSR NSR TNP TNP 0.5 MW-56 124 85.61
-15.35 less-open 90 60 47 317 NSR NSR NSR NSR TNP TNP 0.3 MW-56 125 86.14
-15.88 less-open 87 71 58 328 NSR NSR NSR NSR TNP TNP 0.5 MW-56 126 86.51
-16.25 less-open 90 216 203 113 NSR NSR NSR NSR TNP TNP 0.4 MW-57 1
6.17 8.81 less-open 78 133 120 30 1
SE 116-165 49 0.0 3.8E-01 NA 6.2 MW-57 2
6.44 8.54 open 16 65 52 322 NSR NSR NSR NSR 0.0 3.8E-01 0.3 MW-57 3
6.61 8.37 less-open 5
300 287 197 NSR NSR NSR NSR 0.0 3.8E-01 0.2 MW-57 4
6.88 8.1 less-open 44 162 149 59 1
SE 116-165 49 0.0 3.8E-01 0.3 0.7 MW-57 5
7.36 7.62 less-open 37 235 222 132 NSR NSR NSR NSR 0.0 3.8E-01 0.5 MW-57 6
7.46 7.52 less-open 16 42 29 299 NSR NSR NSR NSR 0.0 3.8E-01 0.1 MW-57 7
7.75 7.23 less-open 22 26 13 283 NSR NSR NSR NSR 0.0 3.8E-01 0.3 MW-57 8
7.86 7.12 open 9
336 323 233 NSR NSR NSR NSR 0.0 3.8E-01 0.1 MW-57 9
8.53 6.45 less-open 16 345 332 242 NSR NSR NSR NSR 0.0 3.8E-01 0.7 MW-57 10 9.12 5.86 less-open 73 254 241 151 NSR NSR NSR NSR 0.0 3.8E-01 0.6 MW-57 11 9.44 5.54 less-open 48 352 339 249 6
N 336-21 45 0.0 3.8E-01 0.3 9.4 MW-57 12 10.25 4.73 less-open 29 46 33 303 NSR NSR NSR NSR 0.0 3.8E-01 0.8 MW-57 13 10.52 4.46 less-open 18 40 27 297 NSR NSR NSR NSR 0.0 3.8E-01 0.3 MW-57 14 10.74 4.24 less-open 21 356 343 253 NSR NSR NSR NSR 0.0 3.8E-01 0.2 MW-57 15 10.87 4.11 less-open 31 15 2
272 NSR NSR NSR NSR 0.0 3.8E-01 0.1 MW-57 16 11.03 3.95 open 25 29 16 286 NSR NSR NSR NSR 0.0 3.8E-01 0.2 MW-57 17 11.12 3.86 less-open 27 308 295 205 NSR NSR NSR NSR TNP TNP 0.1 MW-57 18 11.24 3.74 less-open 27 332 319 229 NSR NSR NSR NSR TNP TNP 0.1 MW-57 19 11.41 3.57 less-open 56 99 86 356 3
E 70-115 45 TNP TNP 0.2 11.4 MW-57 20 11.99 2.99 less-open 62 102 89 359 3
E 70-115 45 TNP TNP 0.6 0.6 MW-57 21 12.2 2.78 less-open 18 356 343 253 NSR NSR NSR NSR TNP TNP 0.2 MW-57 22 12.7 2.28 less-open 11 41 28 298 NSR NSR NSR NSR TNP TNP 0.5 MW-57 23 13.42 1.56 less-open 68 98 85 355 3
E 70-115 45 TNP TNP 0.7 1.4 MW-57 24 15.9
-0.92 less-open 16 314 301 211 NSR NSR NSR NSR 0.0 3.2E+00 2.5 MW-57 25 16.34
-1.36 less-open 16 4
351 261 NSR NSR NSR NSR 0.0 3.2E+00 0.4 MW-57 26 16.34
-1.36 less-open 80 106 93 3
3 E
70-115 45 0.0 3.2E+00 0.0 2.9 MW-57 27 17.61
-2.63 less-open 16 355 342 252 NSR NSR NSR NSR 0.0 3.2E+00 1.3 MW-57 28 18.44
-3.46 less-open 56 172 159 69 1
SE 116-165 49 0.0 3.2E+00 0.8 11.6 MW-57 29 19.58
-4.6 less-open 32 292 279 189 NSR NSR NSR NSR 0.0 3.2E+00 1.1 MW-57 30 19.82
-4.84 less-open 68 90 77 347 3
E 70-115 45 0.0 3.2E+00 0.2 3.5 MW-57 31 21.17
-6.19 less-open 26 8
355 265 NSR NSR NSR NSR 0.0 3.2E+00 1.4 MW-57 32 21.76
-6.78 less-open 16 336 323 233 NSR NSR NSR NSR TNP TNP 0.6 MW-57 33 22.01
-7.03 less-open 22 266 253 163 NSR NSR NSR NSR TNP TNP 0.3 MW-57 34 22.85
-7.87 less-open 33 311 298 208 NSR NSR NSR NSR TNP TNP 0.8 MW-57 35 22.86
-7.88 less-open 64 195 182 92 5
S 166-200 34 TNP TNP 0.0 22.9 MW-57 36 23.76
-8.78 less-open 47 344 331 241 2
NW 291-335 44 TNP TNP 0.9 23.8 MW-57 37 24.19
-9.21 less-open 60 132 119 29 1
SE 116-165 49 TNP TNP 0.4 5.8 MW-57 38 25.08
-10.1 less-open 68 147 134 44 1
SE 116-165 49 TNP TNP 0.9 0.9 MW-57 39 25.76
-10.78 less-open 69 170 157 67 1
SE 116-165 49 TNP TNP 0.7 0.7 MW-57 40 28.16
-13.18 less-open 59 110 97 7
3 E
70-115 45 TNP TNP 2.4 8.3 MW-57 41 28.35
-13.37 less-open 73 257 244 154 NSR NSR NSR NSR TNP TNP 0.2 MW-57 42 29.15
-14.17 less-open 74 115 102 12 3
E 70-115 45 TNP TNP 0.8 1.0 MW-57 43 29.71
-14.73 open 21 280 267 177 NSR NSR NSR NSR TNP TNP 0.6 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 45 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-57 44 29.77
-14.79 less-open 75 82 69 339 NSR NSR NSR NSR TNP TNP 0.1 MW-57 45 30.12
-15.14 less-open 74 77 64 334 NSR NSR NSR NSR TNP TNP 0.4 MW-57 46 30.46
-15.48 less-open 78 91 78 348 3
E 70-115 45 TNP TNP 0.3 1.3 MW-57 47 30.95
-15.97 less-open 73 95 82 352 3
E 70-115 45 0.0 2.8E-01 0.5 0.5 MW-57 48 31.81
-16.83 less-open 78 143 130 40 1
SE 116-165 49 0.0 2.8E-01 0.9 6.1 MW-57 49 32.02
-17.04 less-open 73 129 116 26 1
SE 116-165 49 0.0 2.8E-01 0.2 0.2 MW-57 50 32.04
-17.06 less-open 37 331 318 228 2
NW 291-335 44 0.0 2.8E-01 0.0 8.3 MW-57 51 32.37
-17.39 less-open 33 291 278 188 NSR NSR NSR NSR 0.0 2.8E-01 0.3 MW-57 52 32.5
-17.52 less-open 81 247 234 144 NSR NSR NSR NSR 0.0 2.8E-01 0.1 MW-57 53 32.72
-17.74 less-open 35 115 102 12 3
E 70-115 45 0.0 2.8E-01 0.2 1.8 MW-57 54 32.87
-17.89 less-open 61 284 271 181 4
W 245-290 45 0.0 2.8E-01 0.1 32.9 MW-57 55 32.96
-17.98 less-open 38 286 273 183 4
W 245-290 45 0.0 2.8E-01 0.1 0.1 MW-57 56 33.37
-18.39 less-open 74 90 77 347 3
E 70-115 45 0.0 2.8E-01 0.4 0.6 MW-57 57 33.37
-18.39 less-open 73 287 274 184 4
W 245-290 45 0.0 2.8E-01 0.0 0.4 MW-57 58 34.23
-19.25 less-open 77 298 285 195 4
W 245-290 45 0.0 2.8E-01 0.9 0.9 MW-57 59 34.57
-19.59 less-open 63 329 316 226 2
NW 291-335 44 0.0 2.8E-01 0.3 2.5 MW-57 60 35.3
-20.32 less-open 46 292 279 189 4
W 245-290 45 0.0 2.8E-01 0.7 1.1 MW-57 61 35.59
-20.61 less-open 48 105 92 2
3 E
70-115 45 0.0 2.8E-01 0.3 2.2 MW-57 62 35.64
-20.66 less-open 56 318 305 215 2
NW 291-335 44 0.0 2.8E-01 0.0 1.1 MW-57 63 35.81
-20.83 less-open 22 312 299 209 NSR NSR NSR NSR 0.0 2.8E-01 0.2 MW-57 64 36.08
-21.1 less-open 53 304 291 201 2
NW 291-335 44 0.0 2.8E-01 0.3 0.4 MW-57 65 36.37
-21.39 less-open 47 312 299 209 2
NW 291-335 44 0.0 2.8E-01 0.3 0.3 MW-57 66 36.53
-21.55 less-open 53 307 294 204 2
NW 291-335 44 0.0 2.8E-01 0.2 0.2 MW-57 67 36.73
-21.75 less-open 69 87 74 344 3
E 70-115 45 0.0 2.8E-01 0.2 1.1 MW-57 68 36.79
-21.81 less-open 45 312 299 209 2
NW 291-335 44 0.0 2.8E-01 0.1 0.3 MW-57 69 36.97
-21.99 less-open 48 287 274 184 4
W 245-290 45 0.0 2.8E-01 0.2 1.7 MW-57 70 37.16
-22.18 less-open 43 307 294 204 2
NW 291-335 44 0.0 2.8E-01 0.2 0.4 MW-57 71 38.09
-23.11 less-open 42 317 304 214 2
NW 291-335 44 0.0 2.8E-01 0.9 0.9 MW-57 72 38.31
-23.33 less-open 56 316 303 213 2
NW 291-335 44 0.0 2.8E-01 0.2 0.2 MW-57 73 38.45
-23.47 less-open 77 127 114 24 3
E 70-115 45 0.0 2.8E-01 0.1 1.7 MW-57 74 38.76
-23.78 less-open 66 306 293 203 2
NW 291-335 44 0.0 2.8E-01 0.3 0.4 MW-57 75 38.85
-23.87 less-open 65 321 308 218 2
NW 291-335 44 0.0 2.8E-01 0.1 0.1 MW-57 76 38.96
-23.98 less-open 64 312 299 209 2
NW 291-335 44 0.0 2.8E-01 0.1 0.1 MW-57 77 39.15
-24.17 less-open 32 307 294 204 NSR NSR NSR NSR 0.0 2.8E-01 0.2 MW-57 78 39.38
-24.4 less-open 53 326 313 223 2
NW 291-335 44 0.0 2.8E-01 0.2 0.4 MW-57 79 39.64
-24.66 less-open 63 317 304 214 2
NW 291-335 44 0.0 2.8E-01 0.3 0.3 MW-57 80 39.8
-24.82 less-open 66 323 310 220 2
NW 291-335 44 0.0 2.8E-01 0.2 0.2 MW-57 81 40.03
-25.05 less-open 76 126 113 23 3
E 70-115 45 0.0 2.8E-01 0.2 1.6 MW-57 82 40.7
-25.72 less-open 52 216 203 113 NSR NSR NSR NSR 0.0 2.8E-01 0.7 MW-57 83 41.35
-26.37 less-open 40 58 45 315 NSR NSR NSR NSR 0.0 2.8E-01 0.6 MW-57 84 41.44
-26.46 less-open 47 215 202 112 NSR NSR NSR NSR 0.0 2.8E-01 0.1 MW-57 85 42.13
-27.15 less-open 57 122 109 19 3
E 70-115 45 0.0 2.8E-01 0.7 2.1 MW-57 86 43.03
-28.05 less-open 15 31 18 288 NSR NSR NSR NSR 0.0 2.8E-01 0.9 MW-57 87 43.06
-28.08 less-open 74 312 299 209 2
NW 291-335 44 0.0 2.8E-01 0.0 3.3 MW-57 88 43.26
-28.28 less-open 29 325 312 222 NSR NSR NSR NSR 0.0 2.8E-01 0.2 MW-57 89 43.37
-28.39 less-open 67 290 277 187 4
W 245-290 45 0.0 2.8E-01 0.1 6.4 MW-57 90 43.66
-28.68 less-open 52 116 103 13 3
E 70-115 45 0.0 2.8E-01 0.3 1.5 MW-57 91 43.78
-28.8 less-open 83 83 70 340 NSR NSR NSR NSR 0.0 2.8E-01 0.1 MW-57 92 43.84
-28.86 less-open 54 93 80 350 3
E 70-115 45 0.0 2.8E-01 0.1 0.2 MW-57 93 44.11
-29.13 less-open 67 72 59 329 NSR NSR NSR NSR 0.0 2.8E-01 0.3 MW-57 94 44.13
-29.15 less-open 76 349 336 246 6
N 336-21 45 0.0 2.8E-01 0.0 34.7 MW-57 95 44.33
-29.35 less-open 78 86 73 343 3
E 70-115 45 0.0 2.8E-01 0.2 0.5 MW-57 96 44.91
-29.93 less-open 90 328 315 225 NSR NSR NSR NSR 0.0 2.8E-01 0.6 MW-57 97 45.17
-30.19 less-open 89 310 297 207 NSR NSR NSR NSR 0.0 2.8E-01 0.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 46 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-57 98 45.73
-30.75 less-open 90 306 293 203 NSR NSR NSR NSR 0.0 2.8E-01 0.6 MW-58 1
16.76
-2.19 less-open 36 344 331 241 2
NW 291-335 44 1.1E-04 3.0E-01 NA 16.8 MW-58 2
16.95
-2.38 less-open 43 341 328 238 2
NW 291-335 44 1.1E-04 3.0E-01 0.2 0.2 MW-58 3
17.41
-2.84 less-open 67 171 158 68 1
SE 116-165 49 1.1E-04 3.0E-01 0.5 17.4 MW-58 4
17.82
-3.25 less-open 67 357 344 254 6
N 336-21 45 1.1E-04 3.0E-01 0.4 17.8 MW-58 5
17.99
-3.42 less-open 59 349 336 246 6
N 336-21 45 1.1E-04 3.0E-01 0.2 0.2 MW-58 6
18.30
-3.73 less-open 53 12 359 269 6
N 336-21 45 1.1E-04 3.0E-01 0.3 0.3 MW-58 7
18.72
-4.15 less-open 73 204 191 101 5
S 166-200 34 1.1E-04 3.0E-01 0.4 18.7 MW-58 8
18.75
-4.18 less-open 33 21 8
278 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.0 MW-58 9
18.86
-4.29 less-open 67 4
351 261 6
N 336-21 45 1.1E-04 3.0E-01 0.1 0.6 MW-58 10 19.14
-4.57 less-open 30 15 2
272 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.3 MW-58 11 19.28
-4.71 less-open 35 353 340 250 6
N 336-21 45 1.1E-04 3.0E-01 0.1 0.4 MW-58 12 19.43
-4.86 open 29 344 331 241 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.1 MW-58 13 19.96
-5.39 less-open 66 164 151 61 1
SE 116-165 49 1.1E-04 3.0E-01 0.5 2.6 MW-58 14 20.28
-5.71 less-open 57 335 322 232 2
NW 291-335 44 1.1E-04 3.0E-01 0.3 3.3 MW-58 15 20.34
-5.77 less-open 70 162 149 59 1
SE 116-165 49 1.1E-04 3.0E-01 0.1 0.4 MW-58 16 20.53
-5.96 less-open 62 171 158 68 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 0.2 MW-58 17 20.64
-6.07 less-open 35 340 327 237 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 0.4 MW-58 18 20.94
-6.37 less-open 66 158 145 55 1
SE 116-165 49 1.1E-04 3.0E-01 0.3 0.4 MW-58 19 21.03
-6.46 less-open 32 345 332 242 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.1 MW-58 20 21.11
-6.54 less-open 35 351 338 248 6
N 336-21 45 1.1E-04 3.0E-01 0.1 1.8 MW-58 21 21.30
-6.73 less-open 42 352 339 249 6
N 336-21 45 1.1E-04 3.0E-01 0.2 0.2 MW-58 22 21.56
-6.99 open 42 343 330 240 2
NW 291-335 44 1.1E-04 3.0E-01 0.3 0.9 MW-58 23 21.81
-7.24 less-open 39 355 342 252 6
N 336-21 45 1.1E-04 3.0E-01 0.3 0.5 MW-58 24 21.97
-7.40 less-open 40 343 330 240 2
NW 291-335 44 1.1E-04 3.0E-01 0.2 0.4 MW-58 25 22.40
-7.83 less-open 56 315 302 212 2
NW 291-335 44 1.1E-04 3.0E-01 0.4 0.4 MW-58 26 22.94
-8.37 less-open 27 321 308 218 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.5 MW-58 27 23.23
-8.66 less-open 50 307 294 204 2
NW 291-335 44 1.1E-04 3.0E-01 0.3 0.8 MW-58 28 23.38
-8.81 less-open 73 133 120 30 1
SE 116-165 49 1.1E-04 3.0E-01 0.1 2.4 MW-58 29 23.49
-8.92 less-open 50 334 321 231 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 0.3 MW-58 30 23.92
-9.35 less-open 46 325 312 222 2
NW 291-335 44 1.1E-04 3.0E-01 0.4 0.4 MW-58 31 24.04
-9.47 less-open 72 119 106 16 3
E 70-115 45 1.1E-04 3.0E-01 0.1 24.0 MW-58 32 24.40
-9.83 less-open 44 319 306 216 2
NW 291-335 44 1.1E-04 3.0E-01 0.4 0.5 MW-58 33 25.06
-10.49 less-open 64 121 108 18 3
E 70-115 45 1.1E-04 3.0E-01 0.7 1.0 MW-58 34 25.10
-10.53 less-open 63 327 314 224 2
NW 291-335 44 1.1E-04 3.0E-01 0.0 0.7 MW-58 35 25.16
-10.59 less-open 57 339 326 236 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 0.1 MW-58 36 25.31
-10.74 less-open 69 117 104 14 3
E 70-115 45 1.1E-04 3.0E-01 0.1 0.3 MW-58 37 25.38
-10.81 less-open 62 329 316 226 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 0.2 MW-58 38 26.18
-11.61 less-open 61 317 304 214 2
NW 291-335 44 1.1E-04 3.0E-01 0.8 0.8 MW-58 39 26.28
-11.71 less-open 45 322 309 219 2
NW 291-335 44 1.1E-04 3.0E-01 0.1 0.1 MW-58 40 26.46
-11.89 less-open 47 343 330 240 2
NW 291-335 44 1.1E-04 3.0E-01 0.2 0.2 MW-58 41 26.94
-12.37 less-open 66 121 108 18 3
E 70-115 45 1.1E-04 3.0E-01 0.5 1.6 MW-58 42 27.37
-12.80 less-open 59 345 332 242 2
NW 291-335 44 1.1E-04 3.0E-01 0.4 0.9 MW-58 43 28.08
-13.51 less-open 60 341 328 238 2
NW 291-335 44 1.1E-04 3.0E-01 0.7 0.7 MW-58 44 28.36
-13.79 less-open 63 176 163 73 1
SE 116-165 49 TNP TNP 0.3 5.0 MW-58 45 28.98
-14.41 less-open 58 340 327 237 2
NW 291-335 44 TNP TNP 0.6 0.9 MW-58 46 29.42
-14.85 less-open 41 329 316 226 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-58 47 30.06
-15.49 less-open 43 320 307 217 2
NW 291-335 44 TNP TNP 0.6 0.6 MW-58 48 30.77
-16.20 less-open 42 313 300 210 2
NW 291-335 44 TNP TNP 0.7 0.7 MW-58 49 31.20
-16.63 less-open 64 150 137 47 1
SE 116-165 49 TNP TNP 0.4 2.8 MW-58 50 32.00
-17.43 less-open 36 311 298 208 2
NW 291-335 44 TNP TNP 0.8 1.2 MW-58 51 32.46
-17.89 less-open 33 314 301 211 NSR NSR NSR NSR TNP TNP 0.5 MW-58 52 33.06
-18.49 less-open 35 291 278 188 4
W 245-290 45 TNP TNP 0.6 33.1 MW-58 53 33.20
-18.63 less-open 29 300 287 197 NSR NSR NSR NSR TNP TNP 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 47 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-58 54 33.56
-18.99 less-open 32 310 297 207 NSR NSR NSR NSR TNP TNP 0.4 MW-58 55 34.03
-19.46 less-open 41 340 327 237 2
NW 291-335 44 TNP TNP 0.5 2.0 MW-58 56 34.37
-19.80 less-open 61 133 120 30 1
SE 116-165 49 TNP TNP 0.3 3.2 MW-58 57 34.68
-20.11 less-open 29 283 270 180 NSR NSR NSR NSR TNP TNP 0.3 MW-58 58 35.02
-20.45 less-open 66 113 100 10 3
E 70-115 45 TNP TNP 0.3 8.1 MW-58 59 35.37
-20.80 less-open 62 103 90 360 3
E 70-115 45 TNP TNP 0.3 0.3 MW-58 60 35.84
-21.27 less-open 68 100 87 357 3
E 70-115 45 TNP TNP 0.5 0.5 MW-58 61 35.92
-21.35 less-open 66 332 319 229 2
NW 291-335 44 TNP TNP 0.1 1.9 MW-58 62 36.38
-21.81 less-open 43 312 299 209 2
NW 291-335 44 TNP TNP 0.5 0.5 MW-58 63 36.52
-21.95 less-open 65 111 98 8
3 E
70-115 45 TNP TNP 0.1 0.7 MW-58 64 36.60
-22.03 less-open 53 303 290 200 4
W 245-290 45 TNP TNP 0.1 3.5 MW-58 65 37.10
-22.53 less-open 45 313 300 210 2
NW 291-335 44 TNP TNP 0.5 0.7 MW-58 66 37.22
-22.65 less-open 41 327 314 224 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-58 67 37.58
-23.01 less-open 40 323 310 220 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-58 68 38.17
-23.60 less-open 50 315 302 212 2
NW 291-335 44 TNP TNP 0.6 0.6 MW-58 69 38.25
-23.68 less-open 47 315 302 212 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-58 70 38.40
-23.83 less-open 59 311 298 208 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-58 71 38.82
-24.25 less-open 33 333 320 230 NSR NSR NSR NSR TNP TNP 0.4 MW-58 72 39.06
-24.49 less-open 70 95 82 352 3
E 70-115 45 TNP TNP 0.2 2.5 MW-58 73 39.22
-24.65 less-open 40 298 285 195 4
W 245-290 45 TNP TNP 0.2 2.6 MW-58 74 39.54
-24.97 less-open 48 297 284 194 4
W 245-290 45 TNP TNP 0.3 0.3 MW-58 75 39.94
-25.37 less-open 57 327 314 224 2
NW 291-335 44 TNP TNP 0.4 1.5 MW-58 76 40.08
-25.51 less-open 71 97 84 354 3
E 70-115 45 TNP TNP 0.1 1.0 MW-58 77 40.62
-26.05 less-open 71 94 81 351 3
E 70-115 45 TNP TNP 0.5 0.5 MW-58 78 41.16
-26.59 less-open 32 314 301 211 NSR NSR NSR NSR TNP TNP 0.5 MW-58 79 41.35
-26.78 less-open 71 79 66 336 NSR NSR NSR NSR TNP TNP 0.2 MW-58 80 41.53
-26.96 less-open 25 297 284 194 NSR NSR NSR NSR TNP TNP 0.2 MW-58 81 42.27
-27.70 less-open 52 306 293 203 2
NW 291-335 44 TNP TNP 0.7 2.3 MW-58 82 42.70
-28.13 less-open 42 334 321 231 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-58 83 43.04
-28.47 less-open 47 301 288 198 4
W 245-290 45 TNP TNP 0.3 3.5 MW-58 84 43.16
-28.59 less-open 53 295 282 192 4
W 245-290 45 TNP TNP 0.1 0.1 MW-58 85 43.74
-29.17 less-open 47 317 304 214 2
NW 291-335 44 TNP TNP 0.6 1.0 MW-58 86 44.46
-29.89 less-open 63 102 89 359 3
E 70-115 45 TNP TNP 0.7 3.8 MW-58 87 44.5
-29.93 less-open 45 336 323 233 2
NW 291-335 44 TNP TNP 0.0 0.8 MW-58 88 45.32
-30.75 less-open 39 342 329 239 2
NW 291-335 44 TNP TNP 0.8 0.8 MW-58 89 46.27
-31.70 less-open 41 301 288 198 4
W 245-290 45 TNP TNP 1.0 3.1 MW-58 90 46.98
-32.41 less-open 35 310 297 207 2
NW 291-335 44 TNP TNP 0.7 1.7 MW-58 91 48.89
-34.32 less-open 23 351 338 248 NSR NSR NSR NSR 3.5E-04 1.0E+00 1.9 MW-58 92 52.82
-38.25 less-open 59 97 84 354 3
E 70-115 45 3.5E-04 1.0E+00 3.9 8.4 MW-58 93 53.46
-38.89 less-open 65 107 94 4
3 E
70-115 45 3.5E-04 1.0E+00 0.6 0.6 MW-58 94 53.77
-39.20 less-open 66 107 94 4
3 E
70-115 45 3.5E-04 1.0E+00 0.3 0.3 MW-58 95 54.36
-39.79 open 39 305 292 202 2
NW 291-335 44 3.5E-04 1.0E+00 0.6 7.4 MW-58 96 56.84
-42.27 less-open 41 290 277 187 4
W 245-290 45 3.5E-04 1.0E+00 2.5 10.6 MW-58 97 57.63
-43.06 less-open 50 296 283 193 4
W 245-290 45 3.5E-04 1.0E+00 0.8 0.8 MW-58 98 58.41
-43.84 less-open 73 163 150 60 1
SE 116-165 49 3.5E-04 1.0E+00 0.8 24.0 MW-58 99 59.02
-44.45 less-open 63 105 92 2
3 E
70-115 45 3.5E-04 1.0E+00 0.6 5.3 MW-58 100 59.22
-44.65 less-open 62 303 290 200 4
W 245-290 45 3.5E-04 1.0E+00 0.2 1.6 MW-58 101 59.63
-45.06 less-open 64 283 270 180 4
W 245-290 45 3.5E-04 1.0E+00 0.4 0.4 MW-58 102 60.77
-46.20 less-open 61 297 284 194 4
W 245-290 45 3.5E-04 1.0E+00 1.1 1.1 MW-58 103 60.99
-46.42 less-open 67 102 89 359 3
E 70-115 45 3.5E-04 1.0E+00 0.2 2.0 MW-58 104 61.41
-46.84 less-open 64 122 109 19 3
E 70-115 45 3.5E-04 1.0E+00 0.4 0.4 MW-58 105 61.77
-47.20 less-open 68 103 90 360 3
E 70-115 45 3.5E-04 1.0E+00 0.4 0.4 MW-58 106 63.25
-48.68 less-open 38 301 288 198 4
W 245-290 45 3.5E-04 1.0E+00 1.5 2.5 MW-58 107 64.06
-49.49 less-open 66 72 59 329 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.8 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 48 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-58 108 64.34
-49.77 less-open 64 143 130 40 1
SE 116-165 49 3.5E-04 1.0E+00 0.3 5.9 MW-58 109 64.38
-49.81 less-open 36 319 306 216 2
NW 291-335 44 3.5E-04 1.0E+00 0.0 10.0 MW-58 110 64.81
-50.24 less-open 41 292 279 189 4
W 245-290 45 3.5E-04 1.0E+00 0.4 1.6 MW-58 111 64.92
-50.35 less-open 68 181 168 78 5
S 166-200 34 3.5E-04 1.0E+00 0.1 46.2 MW-58 112 65.13
-50.56 less-open 70 177 164 74 1
SE 116-165 49 3.5E-04 1.0E+00 0.2 0.8 MW-58 113 65.22
-50.65 less-open 68 171 158 68 1
SE 116-165 49 3.5E-04 1.0E+00 0.1 0.1 MW-58 114 65.71
-51.14 less-open 70 179 166 76 5
S 166-200 34 3.5E-04 1.0E+00 0.5 0.8 MW-58 115 65.96
-51.39 less-open 53 323 310 220 2
NW 291-335 44 3.5E-04 1.0E+00 0.3 1.6 MW-58 116 66.21
-51.64 less-open 61 111 98 8
3 E
70-115 45 3.5E-04 1.0E+00 0.3 4.4 MW-58 117 66.33
-51.76 less-open 66 108 95 5
3 E
70-115 45 3.5E-04 1.0E+00 0.1 0.1 MW-58 118 66.68
-52.11 less-open 56 288 275 185 4
W 245-290 45 3.5E-04 1.0E+00 0.4 1.9 MW-58 119 66.94
-52.37 less-open 59 112 99 9
3 E
70-115 45 3.5E-04 1.0E+00 0.3 0.6 MW-58 120 67.26
-52.69 less-open 67 115 102 12 3
E 70-115 45 TNP TNP 0.3 0.3 MW-58 121 67.89
-53.32 less-open 70 100 87 357 3
E 70-115 45 TNP TNP 0.6 0.6 MW-58 122 67.96
-53.39 less-open 71 108 95 5
3 E
70-115 45 TNP TNP 0.1 0.1 MW-58 123 68.07
-53.50 less-open 54 306 293 203 2
NW 291-335 44 TNP TNP 0.1 2.1 MW-58 124 68.28
-53.71 less-open 73 109 96 6
3 E
70-115 45 TNP TNP 0.2 0.3 MW-58 125 68.93
-54.36 less-open 65 96 83 353 3
E 70-115 45 TNP TNP 0.7 0.7 MW-58 126 70.24
-55.67 less-open 6
193 180 90 NSR NSR NSR NSR TNP TNP 1.3 MW-59 1
20.8
-6.3 open 29 254 241 151 NSR NSR NSR NSR 2.1E-03 6.0E+00 NA MW-59 2
21.7
-7.2 less-open 63 222 209 119 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.9 MW-59 3
21.8
-7.2 less-open 72 213 200 110 5
S 166-200 34 2.1E-03 6.0E+00 0.1 21.8 MW-59 4
23.5
-9.0 open 61 226 213 123 NSR NSR NSR NSR 2.1E-03 6.0E+00 1.8 MW-59 5
23.7
-9.2 less-open 70 217 204 114 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.2 MW-59 6
24.1
-9.6 less-open 78 220 207 117 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.5 MW-59 7
24.1
-9.6 less-open 75 219 206 116 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.0 MW-59 8
24.4
-9.9 less-open 48 132 119 29 1
SE 116-165 49 2.1E-03 6.0E+00 0.3 24.4 MW-59 9
24.8
-10.3 less-open 50 354 341 251 6
N 336-21 45 2.1E-03 6.0E+00 0.3 24.8 MW-59 10 25.0
-10.5 less-open 77 208 195 105 5
S 166-200 34 2.1E-03 6.0E+00 0.2 3.2 MW-59 11 25.1
-10.6 less-open 46 358 345 255 6
N 336-21 45 2.1E-03 6.0E+00 0.1 0.3 MW-59 12 25.2
-10.7 less-open 41 151 138 48 1
SE 116-165 49 2.1E-03 6.0E+00 0.1 0.8 MW-59 13 25.3
-10.8 less-open 34 136 123 33 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.1 MW-59 14 25.5
-11.0 less-open 52 148 135 45 1
SE 116-165 49 2.1E-03 6.0E+00 0.2 0.3 MW-59 15 26.1
-11.6 less-open 57 142 129 39 1
SE 116-165 49 2.1E-03 6.0E+00 0.6 0.6 MW-59 16 26.2
-11.7 less-open 58 147 134 44 1
SE 116-165 49 2.1E-03 6.0E+00 0.1 0.1 MW-59 17 26.8
-12.3 less-open 84 188 175 85 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.6 MW-59 18 26.9
-12.4 less-open 60 135 122 32 1
SE 116-165 49 2.1E-03 6.0E+00 0.1 0.7 MW-59 19 26.9
-12.4 less-open 39 324 311 221 2
NW 291-335 44 2.1E-03 6.0E+00 0.1 26.9 MW-59 20 27.2
-12.7 less-open 46 285 272 182 4
W 245-290 45 2.1E-03 6.0E+00 0.2 27.2 MW-59 21 27.3
-12.7 less-open 37 142 129 39 1
SE 116-165 49 2.1E-03 6.0E+00 0.1 0.4 MW-59 22 27.3
-12.8 less-open 85 188 175 85 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.1 MW-59 23 27.3
-12.8 less-open 48 129 116 26 1
SE 116-165 49 2.1E-03 6.0E+00 0.0 0.1 MW-59 24 28.0
-13.5 less-open 59 124 111 21 3
E 70-115 45 2.1E-03 6.0E+00 0.6 28.0 MW-59 25 28.1
-13.6 less-open 46 159 146 56 1
SE 116-165 49 2.1E-03 6.0E+00 0.2 0.8 MW-59 26 28.5
-13.9 less-open 47 229 216 126 NSR NSR NSR NSR 2.1E-03 6.0E+00 0.3 MW-59 27 28.8
-14.3 less-open 66 133 120 30 1
SE 116-165 49 2.1E-03 6.0E+00 0.4 0.7 MW-59 28 29.1
-14.6 less-open 52 136 123 33 1
SE 116-165 49 2.1E-03 6.0E+00 0.3 0.3 MW-59 29 29.4
-14.9 less-open 54 120 107 17 3
E 70-115 45 2.1E-03 6.0E+00 0.3 1.4 MW-59 30 29.4
-14.9 open 38 317 304 214 2
NW 291-335 44 2.1E-03 6.0E+00 0.0 2.5 MW-59 31 29.8
-15.3 less-open 55 141 128 38 1
SE 116-165 49 2.1E-03 6.0E+00 0.4 0.7 MW-59 32 30.1
-15.6 open 43 325 312 222 2
NW 291-335 44 2.1E-03 6.0E+00 0.3 0.7 MW-59 33 30.2
-15.7 less-open 62 148 135 45 1
SE 116-165 49 2.1E-03 6.0E+00 0.1 0.4 MW-59 34 30.4
-15.9 open 42 313 300 210 2
NW 291-335 44 2.1E-03 6.0E+00 0.2 0.3 MW-59 35 30.6
-16.0 less-open 45 317 304 214 2
NW 291-335 44 2.1E-03 6.0E+00 0.1 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 49 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-59 36 31.2
-16.7 less-open 41 195 182 92 5
S 166-200 34 TNP TNP 0.6 6.2 MW-59 37 31.5
-17.0 less-open 38 183 170 80 5
S 166-200 34 TNP TNP 0.4 0.4 MW-59 38 31.8
-17.3 less-open 45 304 291 201 2
NW 291-335 44 TNP TNP 0.2 1.2 MW-59 39 32.0
-17.5 less-open 46 306 293 203 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-59 40 32.2
-17.6 less-open 66 115 102 12 3
E 70-115 45 TNP TNP 0.1 2.8 MW-59 41 32.3
-17.8 less-open 57 121 108 18 3
E 70-115 45 TNP TNP 0.2 0.2 MW-59 42 32.5
-17.9 less-open 59 121 108 18 3
E 70-115 45 TNP TNP 0.1 0.1 MW-59 43 32.6
-18.1 less-open 64 211 198 108 5
S 166-200 34 TNP TNP 0.1 1.1 MW-59 44 32.8
-18.3 less-open 68 124 111 21 3
E 70-115 45 TNP TNP 0.2 0.4 MW-59 45 33.5
-19.0 less-open 46 128 115 25 3
E 70-115 45 TNP TNP 0.7 0.7 MW-59 46 34.1
-19.5 less-open 64 204 191 101 5
S 166-200 34 TNP TNP 0.5 1.5 MW-59 47 34.2
-19.6 less-open 63 7
354 264 6
N 336-21 45 TNP TNP 0.1 9.1 MW-59 48 34.3
-19.8 less-open 47 200 187 97 5
S 166-200 34 TNP TNP 0.1 0.2 MW-59 49 35.0
-20.5 less-open 70 340 327 237 2
NW 291-335 44 TNP TNP 0.7 3.0 MW-59 50 35.7
-21.2 less-open 56 183 170 80 5
S 166-200 34 6.4E-04 1.8E+00 0.7 1.4 MW-59 51 36.8
-22.3 less-open 60 116 103 13 3
E 70-115 45 6.4E-04 1.8E+00 1.1 3.2 MW-59 52 37.1
-22.6 less-open 59 189 176 86 5
S 166-200 34 6.4E-04 1.8E+00 0.3 1.4 MW-59 53 37.6
-23.1 less-open 55 137 124 34 1
SE 116-165 49 6.4E-04 1.8E+00 0.6 7.4 MW-59 54 37.9
-23.4 less-open 57 132 119 29 1
SE 116-165 49 6.4E-04 1.8E+00 0.3 0.3 MW-59 55 38.2
-23.7 less-open 71 198 185 95 5
S 166-200 34 6.4E-04 1.8E+00 0.3 1.2 MW-59 56 38.6
-24.1 less-open 62 175 162 72 1
SE 116-165 49 6.4E-04 1.8E+00 0.4 0.8 MW-59 57 39.7
-25.1 less-open 43 166 153 63 1
SE 116-165 49 6.4E-04 1.8E+00 1.0 1.0 MW-59 58 41.7
-27.1 less-open 44 339 326 236 2
NW 291-335 44 6.4E-04 1.8E+00 2.0 6.7 MW-59 59 42.2
-27.7 less-open 15 212 199 109 NSR NSR NSR NSR 6.4E-04 1.8E+00 0.6 MW-59 60 42.5
-28.0 less-open 49 254 241 151 NSR NSR NSR NSR 6.4E-04 1.8E+00 0.2 MW-59 61 42.8
-28.3 less-open 54 156 143 53 1
SE 116-165 49 6.4E-04 1.8E+00 0.3 3.1 MW-59 62 42.9
-28.4 less-open 46 158 145 55 1
SE 116-165 49 6.4E-04 1.8E+00 0.1 0.1 MW-59 63 43.1
-28.6 less-open 23 146 133 43 NSR NSR NSR NSR 6.4E-04 1.8E+00 0.2 MW-59 64 43.4
-28.9 less-open 48 120 107 17 3
E 70-115 45 6.4E-04 1.8E+00 0.3 6.6 MW-59 65 43.5
-29.0 less-open 19 181 168 78 NSR NSR NSR NSR 6.4E-04 1.8E+00 0.1 MW-59 66 43.5
-29.0 less-open 67 197 184 94 5
S 166-200 34 6.4E-04 1.8E+00 0.1 5.3 MW-59 67 43.7
-29.2 less-open 41 180 167 77 5
S 166-200 34 6.4E-04 1.8E+00 0.2 0.2 MW-59 68 44.6
-30.1 less-open 46 182 169 79 5
S 166-200 34 6.4E-04 1.8E+00 0.9 0.9 MW-59 69 44.7
-30.1 less-open 14 214 201 111 NSR NSR NSR NSR 6.4E-04 1.8E+00 0.1 MW-59 70 45.1
-30.6 less-open 66 196 183 93 5
S 166-200 34 6.4E-04 1.8E+00 0.4 0.5 MW-59 71 46.0
-31.4 less-open 52 167 154 64 1
SE 116-165 49 TNP TNP 0.9 3.1 MW-59 72 46.4
-31.9 less-open 51 325 312 222 2
NW 291-335 44 TNP TNP 0.5 4.8 MW-59 73 46.4
-31.9 less-open 38 187 174 84 5
S 166-200 34 TNP TNP 0.0 1.3 MW-59 74 46.7
-32.2 less-open 61 209 196 106 5
S 166-200 34 TNP TNP 0.3 0.3 MW-59 75 47.6
-33.1 less-open 42 339 326 236 2
NW 291-335 44 TNP TNP 0.9 1.2 MW-59 76 48.0
-33.5 less-open 45 329 316 226 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-59 77 48.3
-33.7 less-open 55 136 123 33 1
SE 116-165 49 TNP TNP 0.3 2.3 MW-59 78 48.4
-33.9 less-open 59 157 144 54 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-59 79 48.5
-33.9 less-open 43 323 310 220 2
NW 291-335 44 TNP TNP 0.1 0.5 MW-59 80 48.7
-34.2 less-open 57 141 128 38 1
SE 116-165 49 TNP TNP 0.2 0.3 MW-59 81 49.4
-34.9 less-open 35 310 297 207 2
NW 291-335 44 TNP TNP 0.7 0.9 MW-59 82 49.8
-35.2 less-open 36 305 292 202 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-59 83 50.2
-35.7 less-open 42 343 330 240 2
NW 291-335 44 TNP TNP 0.5 0.5 MW-59 84 50.4
-35.9 less-open 40 329 316 226 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-59 85 50.6
-36.1 less-open 45 212 199 109 5
S 166-200 34 TNP TNP 0.2 3.9 MW-59 86 50.9
-36.4 less-open 48 135 122 32 1
SE 116-165 49 TNP TNP 0.4 2.3 MW-59 87 51.4
-36.9 less-open 42 332 319 229 2
NW 291-335 44 TNP TNP 0.5 1.0 MW-59 88 51.7
-37.1 less-open 30 324 311 221 NSR NSR NSR NSR TNP TNP 0.2 MW-59 89 51.8
-37.3 less-open 43 320 307 217 2
NW 291-335 44 TNP TNP 0.1 0.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 50 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-59 90 52.2
-37.6 less-open 43 314 301 211 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-59 91 52.5
-38.0 less-open 61 203 190 100 5
S 166-200 34 TNP TNP 0.3 1.9 MW-59 92 52.9
-38.4 less-open 36 320 307 217 2
NW 291-335 44 TNP TNP 0.4 0.8 MW-59 93 53.1
-38.5 less-open 66 193 180 90 5
S 166-200 34 7.1E-05 2.0E-01 0.1 0.6 MW-59 94 53.3
-38.8 less-open 39 338 325 235 2
NW 291-335 44 7.1E-05 2.0E-01 0.3 0.4 MW-59 95 53.5
-39.0 less-open 36 320 307 217 2
NW 291-335 44 7.1E-05 2.0E-01 0.2 0.2 MW-59 96 54.2
-39.7 less-open 35 325 312 222 2
NW 291-335 44 7.1E-05 2.0E-01 0.7 0.7 MW-59 97 55.0
-40.5 less-open 72 214 201 111 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.8 MW-59 98 55.3
-40.8 less-open 70 203 190 100 5
S 166-200 34 7.1E-05 2.0E-01 0.3 2.3 MW-59 99 55.4
-40.9 less-open 36 327 314 224 2
NW 291-335 44 7.1E-05 2.0E-01 0.1 1.2 MW-59 100 55.5
-41.0 less-open 66 208 195 105 5
S 166-200 34 7.1E-05 2.0E-01 0.1 0.2 MW-59 101 55.7
-41.1 less-open 31 298 285 195 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.2 MW-59 102 56.7
-42.2 less-open 18 312 299 209 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.1 MW-59 103 57.2
-42.7 less-open 39 331 318 228 2
NW 291-335 44 7.1E-05 2.0E-01 0.4 1.7 MW-59 104 57.3
-42.8 less-open 34 318 305 215 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.1 MW-59 105 57.5
-42.9 less-open 47 324 311 221 2
NW 291-335 44 7.1E-05 2.0E-01 0.2 0.3 MW-59 106 57.8
-43.3 less-open 75 189 176 86 5
S 166-200 34 7.1E-05 2.0E-01 0.3 2.3 MW-59 107 58.2
-43.6 less-open 27 320 307 217 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.4 MW-59 108 58.2
-43.7 less-open 32 312 299 209 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.1 MW-59 109 58.3
-43.8 less-open 48 310 297 207 2
NW 291-335 44 7.1E-05 2.0E-01 0.0 0.8 MW-59 110 58.4
-43.9 less-open 36 314 301 211 2
NW 291-335 44 7.1E-05 2.0E-01 0.1 0.1 MW-59 111 58.8
-44.2 less-open 56 186 173 83 5
S 166-200 34 7.1E-05 2.0E-01 0.3 1.0 MW-59 112 59.9
-45.4 less-open 36 336 323 233 2
NW 291-335 44 7.1E-05 2.0E-01 1.1 1.5 MW-59 113 60.1
-45.6 less-open 40 351 338 248 6
N 336-21 45 7.1E-05 2.0E-01 0.2 26.0 MW-59 114 60.3
-45.8 less-open 34 329 316 226 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.2 MW-59 115 60.4
-45.9 less-open 38 340 327 237 2
NW 291-335 44 7.1E-05 2.0E-01 0.1 0.5 MW-59 116 60.6
-46.1 less-open 73 184 171 81 5
S 166-200 34 7.1E-05 2.0E-01 0.2 1.9 MW-59 117 60.7
-46.1 less-open 35 323 310 220 2
NW 291-335 44 7.1E-05 2.0E-01 0.0 0.2 MW-59 118 61.0
-46.5 less-open 72 104 91 1
3 E
70-115 45 7.1E-05 2.0E-01 0.4 17.6 MW-59 119 61.5
-47.0 less-open 66 116 103 13 3
E 70-115 45 7.1E-05 2.0E-01 0.5 0.5 MW-59 120 62.0
-47.4 less-open 40 328 315 225 2
NW 291-335 44 7.1E-05 2.0E-01 0.5 1.3 MW-59 121 62.1
-47.6 less-open 62 144 131 41 1
SE 116-165 49 7.1E-05 2.0E-01 0.2 11.2 MW-59 122 62.6
-48.1 less-open 10 12 359 269 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.5 MW-59 123 62.9
-48.4 less-open 22 310 297 207 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.3 MW-59 124 63.2
-48.7 less-open 67 135 122 32 1
SE 116-165 49 7.1E-05 2.0E-01 0.3 1.1 MW-59 125 63.2
-48.7 less-open 51 313 300 210 2
NW 291-335 44 7.1E-05 2.0E-01 0.0 1.3 MW-59 126 63.8
-49.3 less-open 26 123 110 20 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.6 MW-59 127 65.4
-50.9 less-open 30 297 284 194 NSR NSR NSR NSR 7.1E-05 2.0E-01 1.6 MW-59 128 65.5
-51.0 less-open 31 301 288 198 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.1 MW-59 129 67.4
-52.9 less-open 60 158 145 55 1
SE 116-165 49 7.1E-05 2.0E-01 1.9 4.2 MW-59 130 67.7
-53.1 less-open 40 320 307 217 2
NW 291-335 44 7.1E-05 2.0E-01 0.2 4.4 MW-59 131 67.9
-53.4 less-open 41 322 309 219 2
NW 291-335 44 7.1E-05 2.0E-01 0.3 0.3 MW-59 132 68.1
-53.6 less-open 41 319 306 216 2
NW 291-335 44 7.1E-05 2.0E-01 0.2 0.2 MW-59 133 70.4
-55.9 less-open 45 322 309 219 2
NW 291-335 44 TNP TNP 2.3 2.3 MW-59 134 70.8
-56.3 less-open 46 306 293 203 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-59 135 70.9
-56.4 less-open 45 311 298 208 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-59 136 71.0
-56.5 less-open 48 312 299 209 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-59 137 71.2
-56.7 less-open 39 318 305 215 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-59 138 71.3
-56.8 less-open 42 307 294 204 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-59 139 71.4
-56.9 less-open 37 307 294 204 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-59 140 72.3
-57.8 less-open 39 304 291 201 2
NW 291-335 44 TNP TNP 0.9 0.9 MW-59 141 73.6
-59.1 less-open 62 121 108 18 3
E 70-115 45 TNP TNP 1.3 12.1 MW-59 142 73.7
-59.2 less-open 14 33 20 290 NSR NSR NSR NSR TNP TNP 0.1 MW-59 143 74.3
-59.7 less-open 23 316 303 213 NSR NSR NSR NSR TNP TNP 0.5 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 51 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-59 144 74.7
-60.2 less-open 29 305 292 202 NSR NSR NSR NSR TNP TNP 0.5 MW-59 145 75.2
-60.7 less-open 87 342 329 239 NSR NSR NSR NSR TNP TNP 0.5 MW-59 146 76.3
-61.7 less-open 88 316 303 213 NSR NSR NSR NSR TNP TNP 1.1 MW-60 1
10.40 3.9 less-open 36 296 283 193 4
W 245-290 45 TNP TNP NA 10.4 MW-60 2
11.96 2.4 less-open 36 104 91 1
3 E
70-115 45 TNP TNP 1.6 12.0 MW-60 3
12.08 2.2 less-open 51 300 287 197 4
W 245-290 45 TNP TNP 0.1 1.7 MW-60 4
13.20 1.1 less-open 39 304 291 201 2
NW 291-335 44 0.0E+00 0.0E+00 1.1 13.2 MW-60 5
14.40
-0.1 less-open 62 276 263 173 4
W 245-290 45 0.0E+00 0.0E+00 1.2 2.3 MW-60 6
14.49
-0.2 less-open 35 144 131 41 1
SE 116-165 49 0.0E+00 0.0E+00 0.1 14.5 MW-60 7
16.02
-1.7 less-open 58 104 91 1
3 E
70-115 45 0.0E+00 0.0E+00 1.5 4.1 MW-60 8
16.86
-2.6 less-open 60 116 103 13 3
E 70-115 45 0.0E+00 0.0E+00 0.8 0.8 MW-60 9
18.00
-3.7 less-open 61 283 270 180 4
W 245-290 45 0.0E+00 0.0E+00 1.1 3.6 MW-60 10 19.74
-5.4 less-open 49 38 25 295 NSR NSR NSR NSR 0.0E+00 0.0E+00 1.7 MW-60 11 20.11
-5.8 less-open 31 249 236 146 NSR NSR NSR NSR 0.0E+00 0.0E+00 0.4 MW-60 12 20.46
-6.2 less-open 47 113 100 10 3
E 70-115 45 0.0E+00 0.0E+00 0.4 3.6 MW-60 13 22.94
-8.6 less-open 52 315 302 212 2
NW 291-335 44 0.0E+00 0.0E+00 2.5 9.7 MW-60 14 27.05
-12.7 less-open 35 134 121 31 1
SE 116-165 49 0.0E+00 0.0E+00 4.1 12.6 MW-60 15 29.75
-15.4 less-open 54 100 87 357 3
E 70-115 45 0.0E+00 0.0E+00 2.7 9.3 MW-60 16 36.27
-22.0 less-open 57 222 209 119 NSR NSR NSR NSR 9.0E-06 2.6E-02 6.5 MW-60 17 36.47
-22.2 less-open 61 331 318 228 2
NW 291-335 44 9.0E-06 2.6E-02 0.2 13.5 MW-60 18 36.99
-22.7 open 48 303 290 200 4
W 245-290 45 9.0E-06 2.6E-02 0.5 19.0 MW-60 19 37.39
-23.1 less-open 39 323 310 220 2
NW 291-335 44 9.0E-06 2.6E-02 0.4 0.9 MW-60 20 38.54
-24.2 less-open 13 25 12 282 NSR NSR NSR NSR 9.0E-06 2.6E-02 1.2 MW-60 21 39.31
-25.0 less-open 63 119 106 16 3
E 70-115 45 9.0E-06 2.6E-02 0.8 9.6 MW-60 22 39.73
-25.4 less-open 59 110 97 7
3 E
70-115 45 9.0E-06 2.6E-02 0.4 0.4 MW-60 23 40.60
-26.3 less-open 72 125 112 22 3
E 70-115 45 9.0E-06 2.6E-02 0.9 0.9 MW-60 24 43.20
-28.9 less-open 58 205 192 102 5
S 166-200 34 9.0E-06 2.6E-02 2.6 43.2 MW-60 25 49.41
-35.1 less-open 45 132 119 29 1
SE 116-165 49 2.9E-04 8.3E-01 6.2 22.4 MW-60 26 50.09
-35.8 less-open 86 147 134 44 NSR NSR NSR NSR 2.9E-04 8.3E-01 0.7 MW-60 27 52.30
-38.0 less-open 42 314 301 211 2
NW 291-335 44 2.9E-04 8.3E-01 2.2 14.9 MW-60 28 52.64
-38.3 less-open 31 9
356 266 NSR NSR NSR NSR 2.9E-04 8.3E-01 0.3 MW-60 29 52.82
-38.5 less-open 42 337 324 234 2
NW 291-335 44 2.9E-04 8.3E-01 0.2 0.5 MW-60 30 53.12
-38.8 less-open 62 354 341 251 6
N 336-21 45 2.9E-04 8.3E-01 0.3 53.1 MW-60 31 53.64
-39.3 less-open 23 331 318 228 NSR NSR NSR NSR 2.9E-04 8.3E-01 0.5 MW-60 32 54.14
-39.8 less-open 68 274 261 171 4
W 245-290 45 2.9E-04 8.3E-01 0.5 17.2 MW-60 33 54.14
-39.8 less-open 59 259 246 156 4
W 245-290 45 2.9E-04 8.3E-01 0.0 0.0 MW-60 34 54.42
-40.1 open 22 342 329 239 NSR NSR NSR NSR 2.9E-04 8.3E-01 0.3 MW-60 35 55.83
-41.5 open 59 325 312 222 2
NW 291-335 44 2.9E-04 8.3E-01 1.4 3.0 MW-60 36 55.86
-41.6 less-open 5
254 241 151 NSR NSR NSR NSR 2.9E-04 8.3E-01 0.0 MW-60 37 56.89
-42.6 less-open 42 326 313 223 2
NW 291-335 44 2.9E-04 8.3E-01 1.0 1.1 MW-60 38 57.06
-42.8 less-open 58 304 291 201 2
NW 291-335 44 2.9E-04 8.3E-01 0.2 0.2 MW-60 39 57.62
-43.3 less-open 73 326 313 223 2
NW 291-335 44 2.9E-04 8.3E-01 0.6 0.6 MW-60 40 58.23
-43.9 less-open 75 327 314 224 2
NW 291-335 44 2.9E-04 8.3E-01 0.6 0.6 MW-60 41 58.78
-44.5 less-open 78 337 324 234 2
NW 291-335 44 2.9E-04 8.3E-01 0.6 0.6 MW-60 42 59.00
-44.7 less-open 76 352 339 249 6
N 336-21 45 2.9E-04 8.3E-01 0.2 5.9 MW-60 43 60.03
-45.7 less-open 53 307 294 204 2
NW 291-335 44 TNP TNP 1.0 1.3 MW-60 44 60.07
-45.8 less-open 52 147 134 44 1
SE 116-165 49 TNP TNP 0.0 10.7 MW-60 45 60.65
-46.3 less-open 62 337 324 234 2
NW 291-335 44 TNP TNP 0.6 0.6 MW-60 46 60.67
-46.4 less-open 70 149 136 46 1
SE 116-165 49 TNP TNP 0.0 0.6 MW-60 47 61.21
-46.9 less-open 36 110 97 7
3 E
70-115 45 TNP TNP 0.5 20.6 MW-60 48 61.99
-47.7 less-open 53 330 317 227 2
NW 291-335 44 TNP TNP 0.8 1.3 MW-60 49 62.23
-47.9 less-open 59 325 312 222 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-60 50 63.97
-49.7 less-open 63 307 294 204 2
NW 291-335 44 TNP TNP 1.7 1.7 MW-60 51 64.16
-49.9 less-open 69 325 312 222 2
NW 291-335 44 TNP TNP 0.2 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 52 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-60 52 64.25
-49.9 less-open 49 312 299 209 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-60 53 64.32
-50.0 less-open 68 202 189 99 5
S 166-200 34 TNP TNP 0.1 21.1 MW-60 54 64.33
-50.0 less-open 46 299 286 196 4
W 245-290 45 TNP TNP 0.0 10.2 MW-60 55 65.01
-50.7 less-open 73 197 184 94 5
S 166-200 34 TNP TNP 0.7 0.7 MW-60 56 65.45
-51.1 less-open 63 313 300 210 2
NW 291-335 44 TNP TNP 0.4 1.2 MW-60 57 66.44
-52.1 less-open 64 308 295 205 2
NW 291-335 44 TNP TNP 1.0 1.0 MW-60 58 68.01
-53.7 less-open 77 323 310 220 2
NW 291-335 44 TNP TNP 1.6 1.6 MW-60 59 68.29
-54.0 less-open 74 300 287 197 4
W 245-290 45 TNP TNP 0.3 4.0 MW-60 60 69.39
-55.1 less-open 42 127 114 24 3
E 70-115 45 1.4E-04 4.0E-01 1.1 8.2 MW-60 61 69.59
-55.3 less-open 40 131 118 28 1
SE 116-165 49 1.4E-04 4.0E-01 0.2 8.9 MW-60 62 69.83
-55.5 less-open 67 293 280 190 4
W 245-290 45 1.4E-04 4.0E-01 0.2 1.5 MW-60 63 70.53
-56.2 less-open 70 309 296 206 2
NW 291-335 44 1.4E-04 4.0E-01 0.7 2.5 MW-60 64 70.67
-56.4 less-open 54 103 90 0
3 E
70-115 45 1.4E-04 4.0E-01 0.1 1.3 MW-60 65 71.50
-57.2 less-open 71 324 311 221 2
NW 291-335 44 1.4E-04 4.0E-01 0.8 1.0 MW-60 66 71.80
-57.5 less-open 63 320 307 217 2
NW 291-335 44 1.4E-04 4.0E-01 0.3 0.3 MW-60 67 72.77
-58.5 less-open 60 319 306 216 2
NW 291-335 44 1.4E-04 4.0E-01 1.0 1.0 MW-60 68 73.78
-59.5 less-open 60 325 312 222 2
NW 291-335 44 1.4E-04 4.0E-01 1.0 1.0 MW-60 69 74.10
-59.8 less-open 62 310 297 207 2
NW 291-335 44 1.4E-04 4.0E-01 0.3 0.3 MW-60 70 74.40
-60.1 less-open 67 275 262 172 4
W 245-290 45 1.4E-04 4.0E-01 0.3 4.6 MW-60 71 74.83
-60.5 less-open 15 80 67 337 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.4 MW-60 72 74.95
-60.6 less-open 66 186 173 83 5
S 166-200 34 1.4E-04 4.0E-01 0.1 9.9 MW-60 73 75.20
-60.9 less-open 69 187 174 84 5
S 166-200 34 1.4E-04 4.0E-01 0.3 0.3 MW-60 74 75.96
-61.7 less-open 46 315 302 212 2
NW 291-335 44 1.4E-04 4.0E-01 0.8 1.9 MW-60 75 76.39
-62.1 less-open 43 323 310 220 2
NW 291-335 44 1.4E-04 4.0E-01 0.4 0.4 MW-60 76 77.23
-62.9 less-open 17 354 341 251 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.8 MW-60 77 77.34
-63.0 less-open 21 38 25 295 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.1 MW-60 78 78.12
-63.8 less-open 68 284 271 181 4
W 245-290 45 1.4E-04 4.0E-01 0.8 3.7 MW-60 79 78.69
-64.4 less-open 80 221 208 118 NSR NSR NSR NSR 1.4E-04 4.0E-01 0.6 MW-60 80 84.49
-70.2 less-open 48 318 305 215 2
NW 291-335 44 TNP TNP 5.8 8.1 MW-60 81 84.71
-70.4 less-open 56 325 312 222 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-60 82 85.36
-71.1 less-open 48 304 291 201 2
NW 291-335 44 TNP TNP 0.7 0.7 MW-60 83 90.85
-76.5 less-open 31 31 18 288 NSR NSR NSR NSR 9.5E-05 2.7E-01 5.5 MW-60 84 91.38
-77.1 less-open 73 158 145 55 1
SE 116-165 49 9.5E-05 2.7E-01 0.5 21.8 MW-60 85 91.64
-77.3 less-open 32 311 298 208 NSR NSR NSR NSR 9.5E-05 2.7E-01 0.3 MW-60 86 92.9
-78.6 less-open 80 169 156 66 1
SE 116-165 49 9.5E-05 2.7E-01 1.3 1.5 MW-60 87 93.3
-79.0 less-open 33 192 179 89 NSR NSR NSR NSR 9.5E-05 2.7E-01 0.4 MW-60 88 93.73
-79.4 less-open 67 172 159 69 1
SE 116-165 49 9.5E-05 2.7E-01 0.4 0.8 MW-60 89 93.81
-79.5 less-open 45 232 219 129 NSR NSR NSR NSR 9.5E-05 2.7E-01 0.1 MW-60 90 94.97
-80.7 less-open 39 304 291 201 2
NW 291-335 44 9.5E-05 2.7E-01 1.2 9.6 MW-60 91 95.18
-80.9 less-open 53 196 183 93 5
S 166-200 34 9.5E-05 2.7E-01 0.2 20.0 MW-60 92 95.39
-81.1 less-open 77 98 85 355 3
E 70-115 45 9.5E-05 2.7E-01 0.2 24.7 MW-60 93 96.46
-82.2 less-open 44 327 314 224 2
NW 291-335 44 9.5E-05 2.7E-01 1.1 1.5 MW-60 94 98.00
-83.7 less-open 68 288 275 185 4
W 245-290 45 9.5E-05 2.7E-01 1.5 19.9 MW-60 95 98.23
-83.9 less-open 70 312 299 209 2
NW 291-335 44 9.5E-05 2.7E-01 0.2 1.8 MW-60 96 99.24
-84.9 less-open 66 313 300 210 2
NW 291-335 44 4.2E-05 1.2E-01 1.0 1.0 MW-60 97 99.43
-85.1 less-open 64 342 329 239 2
NW 291-335 44 4.2E-05 1.2E-01 0.2 0.2 MW-60 98 100.51
-86.2 less-open 68 268 255 165 4
W 245-290 45 4.2E-05 1.2E-01 1.1 2.5 MW-60 99 100.83
-86.5 less-open 58 135 122 32 1
SE 116-165 49 4.2E-05 1.2E-01 0.3 7.1 MW-60 100 101.41
-87.1 less-open 27 158 145 55 NSR NSR NSR NSR 4.2E-05 1.2E-01 0.6 MW-60 101 102.04
-87.7 less-open 31 151 138 48 NSR NSR NSR NSR 4.2E-05 1.2E-01 0.6 MW-60 102 102.54
-88.2 less-open 68 193 180 90 5
S 166-200 34 4.2E-05 1.2E-01 0.5 7.4 MW-60 103 102.94
-88.6 less-open 79 191 178 88 5
S 166-200 34 4.2E-05 1.2E-01 0.4 0.4 MW-60 104 103.87
-89.6 less-open 81 210 197 107 NSR NSR NSR NSR 4.2E-05 1.2E-01 0.9 MW-60 105 104.51
-90.2 less-open 50 357 344 254 6
N 336-21 45 4.2E-05 1.2E-01 0.6 45.5 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 53 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-60 106 104.85
-90.5 less-open 47 344 331 241 2
NW 291-335 44 4.2E-05 1.2E-01 0.3 5.4 MW-60 107 107.14
-92.8 less-open 67 94 81 351 3
E 70-115 45 4.2E-05 1.2E-01 2.3 11.8 MW-60 108 107.23
-92.9 less-open 44 139 126 36 1
SE 116-165 49 4.2E-05 1.2E-01 0.1 6.4 MW-60 109 107.82
-93.5 less-open 20 95 82 352 NSR NSR NSR NSR 4.2E-05 1.2E-01 0.6 MW-60 110 108.3
-94.0 less-open 28 126 113 23 NSR NSR NSR NSR 4.2E-05 1.2E-01 0.5 MW-60 111 108.86
-94.6 less-open 76 335 322 232 2
NW 291-335 44 4.2E-05 1.2E-01 0.6 4.0 MW-60 112 109.35
-95.0 less-open 70 310 297 207 2
NW 291-335 44 4.2E-05 1.2E-01 0.5 0.5 MW-60 113 110.23
-95.9 less-open 59 319 306 216 2
NW 291-335 44 TNP TNP 0.9 0.9 MW-60 114 110.43
-96.1 less-open 59 311 298 208 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-60 115 110.61
-96.3 less-open 60 313 300 210 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-60 116 111.11
-96.8 less-open 31 192 179 89 NSR NSR NSR NSR TNP TNP 0.5 MW-60 117 111.35
-97.0 less-open 34 150 137 47 NSR NSR NSR NSR TNP TNP 0.2 MW-60 118 111.84
-97.5 less-open 66 168 155 65 1
SE 116-165 49 TNP TNP 0.5 4.6 MW-60 119 112.38
-98.1 less-open 65 149 136 46 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-60 120 113.09
-98.8 less-open 32 307 294 204 NSR NSR NSR NSR TNP TNP 0.7 MW-60 121 113.72
-99.4 less-open 31 329 316 226 NSR NSR NSR NSR TNP TNP 0.6 MW-60 122 114.14
-99.8 less-open 55 112 99 9
3 E
70-115 45 TNP TNP 0.4 7.0 MW-60 123 116.59
-102.3 less-open 53 14 1
271 6
N 336-21 45 7.8E-06 2.2E-02 2.5 12.1 MW-60 124 116.89
-102.6 less-open 67 100 87 357 3
E 70-115 45 7.8E-06 2.2E-02 0.3 2.8 MW-60 125 117.53
-103.2 less-open 45 117 104 14 3
E 70-115 45 7.8E-06 2.2E-02 0.6 0.6 MW-60 126 117.91
-103.6 less-open 37 118 105 15 3
E 70-115 45 7.8E-06 2.2E-02 0.4 0.4 MW-60 127 118.37
-104.1 less-open 39 139 126 36 1
SE 116-165 49 7.8E-06 2.2E-02 0.5 6.0 MW-60 128 118.62
-104.3 less-open 47 121 108 18 3
E 70-115 45 7.8E-06 2.2E-02 0.3 0.7 MW-60 129 119.19
-104.9 less-open 74 330 317 227 2
NW 291-335 44 7.8E-06 2.2E-02 0.6 8.6 MW-60 130 119.59
-105.3 less-open 50 146 133 43 1
SE 116-165 49 7.8E-06 2.2E-02 0.4 1.2 MW-60 131 119.87
-105.6 less-open 36 143 130 40 1
SE 116-165 49 7.8E-06 2.2E-02 0.3 0.3 MW-60 132 120.16
-105.9 less-open 30 121 108 18 NSR NSR NSR NSR 7.8E-06 2.2E-02 0.3 MW-60 133 120.64
-106.3 less-open 68 118 105 15 3
E 70-115 45 7.8E-06 2.2E-02 0.5 2.0 MW-60 134 122.21
-107.9 less-open 30 137 124 34 NSR NSR NSR NSR 7.8E-06 2.2E-02 1.6 MW-60 135 122.37
-108.1 less-open 42 123 110 20 3
E 70-115 45 7.8E-06 2.2E-02 0.2 1.7 MW-60 136 122.54
-108.2 less-open 30 126 113 23 NSR NSR NSR NSR 7.8E-06 2.2E-02 0.2 MW-60 137 122.7
-108.4 less-open 36 147 134 44 1
SE 116-165 49 7.8E-06 2.2E-02 0.2 2.8 MW-60 138 122.93
-108.6 less-open 34 131 118 28 NSR NSR NSR NSR 7.8E-06 2.2E-02 0.2 MW-60 139 123.15
-108.8 less-open 42 131 118 28 1
SE 116-165 49 7.8E-06 2.2E-02 0.2 0.5 MW-60 140 123.35
-109.0 less-open 30 126 113 23 NSR NSR NSR NSR 7.8E-06 2.2E-02 0.2 MW-60 141 125.48
-111.2 less-open 57 118 105 15 3
E 70-115 45 7.8E-06 2.2E-02 2.1 3.1 MW-60 142 126.31
-112.0 less-open 35 140 127 37 1
SE 116-165 49 TNP TNP 0.8 3.2 MW-60 143 127.91
-113.6 less-open 38 141 128 38 1
SE 116-165 49 TNP TNP 1.6 1.6 MW-60 144 128.72
-114.4 less-open 58 332 319 229 2
NW 291-335 44 TNP TNP 0.8 9.5 MW-60 145 128.78
-114.5 less-open 40 144 131 41 1
SE 116-165 49 TNP TNP 0.1 0.9 MW-60 146 129.39
-115.1 less-open 53 156 143 53 1
SE 116-165 49 TNP TNP 0.6 0.6 MW-60 147 129.83
-115.5 less-open 47 134 121 31 1
SE 116-165 49 TNP TNP 0.4 0.4 MW-60 148 131.48
-117.2 less-open 29 120 107 17 NSR NSR NSR NSR TNP TNP 1.6 MW-60 149 133.43
-119.1 less-open 33 166 153 63 NSR NSR NSR NSR TNP TNP 2.0 MW-60 150 135.7
-121.4 less-open 56 132 119 29 1
SE 116-165 49 1.3E-04 3.7E-01 2.3 5.9 MW-60 151 136.57
-122.3 open 33 144 131 41 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.9 MW-60 152 136.69
-122.4 open 31 122 109 19 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.1 MW-60 153 136.82
-122.5 less-open 30 124 111 21 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.1 MW-60 154 137.19
-122.9 less-open 45 133 120 30 1
SE 116-165 49 1.3E-04 3.7E-01 0.4 1.5 MW-60 155 137.34
-123.0 less-open 47 119 106 16 3
E 70-115 45 1.3E-04 3.7E-01 0.2 11.9 MW-60 156 137.87
-123.6 less-open 33 147 134 44 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.5 MW-60 157 138.06
-123.8 less-open 26 177 164 74 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.2 MW-60 158 139.39
-125.1 less-open 33 151 138 48 NSR NSR NSR NSR 1.3E-04 3.7E-01 1.3 MW-60 159 140.27
-126.0 less-open 35 131 118 28 1
SE 116-165 49 1.3E-04 3.7E-01 0.9 3.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 54 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-60 160 140.74
-126.4 less-open 34 134 121 31 1
SE 116-165 49 1.3E-04 3.7E-01 0.5 0.5 MW-60 161 141.43
-127.1 less-open 40 107 94 4
3 E
70-115 45 1.3E-04 3.7E-01 0.7 4.1 MW-60 162 142.39
-128.1 less-open 33 141 128 38 NSR NSR NSR NSR 1.3E-04 3.7E-01 1.0 MW-60 163 142.5
-128.2 less-open 29 142 129 39 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.1 MW-60 164 142.63
-128.3 less-open 28 150 137 47 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.1 MW-60 165 142.94
-128.6 less-open 30 137 124 34 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.3 MW-60 166 145.3
-131.0 less-open 31 128 115 25 NSR NSR NSR NSR TNP TNP 2.4 MW-60 167 145.38
-131.1 less-open 30 130 117 27 NSR NSR NSR NSR TNP TNP 0.1 MW-60 168 146.06
-131.8 less-open 33 151 138 48 NSR NSR NSR NSR TNP TNP 0.7 MW-60 169 146.73
-132.4 less-open 34 137 124 34 NSR NSR NSR NSR TNP TNP 0.7 MW-60 170 148.94
-134.6 less-open 81 321 308 218 2
NW 291-335 44 TNP TNP 2.2 20.2 MW-60 171 149.76
-135.5 less-open 33 133 120 30 NSR NSR NSR NSR TNP TNP 0.8 MW-60 172 150.12
-135.8 less-open 35 129 116 26 1
SE 116-165 49 TNP TNP 0.4 9.4 MW-60 173 150.35
-136.0 less-open 39 131 118 28 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-60 174 150.46
-136.2 less-open 35 120 107 17 3
E 70-115 45 TNP TNP 0.1 9.0 MW-60 175 150.58
-136.3 less-open 43 116 103 13 3
E 70-115 45 TNP TNP 0.1 0.1 MW-60 176 151.1
-136.8 less-open 37 157 144 54 1
SE 116-165 49 1.9E-04 5.4E-01 0.5 0.8 MW-60 177 151.51
-137.2 less-open 37 159 146 56 1
SE 116-165 49 1.9E-04 5.4E-01 0.4 0.4 MW-60 178 151.62
-137.3 less-open 34 150 137 47 1
SE 116-165 49 1.9E-04 5.4E-01 0.1 0.1 MW-60 179 151.68
-137.4 less-open 32 146 133 43 NSR NSR NSR NSR 1.9E-04 5.4E-01 0.1 MW-60 180 151.84
-137.5 less-open 30 144 131 41 NSR NSR NSR NSR 1.9E-04 5.4E-01 0.2 MW-60 181 152.01
-137.7 less-open 35 143 130 40 1
SE 116-165 49 1.9E-04 5.4E-01 0.2 0.4 MW-60 182 152.55
-138.2 less-open 39 145 132 42 1
SE 116-165 49 1.9E-04 5.4E-01 0.5 0.5 MW-60 183 152.81
-138.5 less-open 38 142 129 39 1
SE 116-165 49 1.9E-04 5.4E-01 0.3 0.3 MW-60 184 153.39
-139.1 less-open 39 134 121 31 1
SE 116-165 49 1.9E-04 5.4E-01 0.6 0.6 MW-60 185 153.46
-139.2 less-open 38 148 135 45 1
SE 116-165 49 1.9E-04 5.4E-01 0.1 0.1 MW-60 186 153.74
-139.4 less-open 39 141 128 38 1
SE 116-165 49 1.9E-04 5.4E-01 0.3 0.3 MW-60 187 155.22
-140.9 less-open 45 117 104 14 3
E 70-115 45 1.9E-04 5.4E-01 1.5 4.6 MW-60 188 155.58
-141.3 less-open 52 129 116 26 1
SE 116-165 49 1.9E-04 5.4E-01 0.4 1.8 MW-60 189 155.66
-141.4 less-open 34 342 329 239 2
NW 291-335 44 1.9E-04 5.4E-01 0.1 6.7 MW-60 190 155.86
-141.6 open 36 125 112 22 3
E 70-115 45 1.9E-04 5.4E-01 0.2 0.6 MW-60 191 156.17
-141.9 less-open 36 143 130 40 1
SE 116-165 49 1.9E-04 5.4E-01 0.3 0.6 MW-60 192 156.49
-142.2 less-open 46 123 110 20 3
E 70-115 45 1.9E-04 5.4E-01 0.3 0.6 MW-60 193 156.91
-142.6 less-open 39 153 140 50 1
SE 116-165 49 1.9E-04 5.4E-01 0.4 0.7 MW-60 194 157.09
-142.8 less-open 37 142 129 39 1
SE 116-165 49 1.9E-04 5.4E-01 0.2 0.2 MW-60 195 158.08
-143.8 less-open 42 134 121 31 1
SE 116-165 49 1.9E-04 5.4E-01 1.0 1.0 MW-60 196 158.3
-144.0 less-open 71 320 307 217 2
NW 291-335 44 1.9E-04 5.4E-01 0.2 2.6 MW-60 197 158.42
-144.1 less-open 48 115 102 12 3
E 70-115 45 1.9E-04 5.4E-01 0.1 1.9 MW-60 198 158.9
-144.6 less-open 60 104 91 1
3 E
70-115 45 1.9E-04 5.4E-01 0.5 0.5 MW-60 199 159.11
-144.8 less-open 75 95 82 352 3
E 70-115 45 1.9E-04 5.4E-01 0.2 0.2 MW-60 200 160.01
-145.7 less-open 78 100 87 357 3
E 70-115 45 1.9E-04 5.4E-01 0.9 0.9 MW-60 201 160.54
-146.2 less-open 42 306 293 203 2
NW 291-335 44 1.9E-04 5.4E-01 0.5 2.2 MW-60 202 160.83
-146.5 less-open 77 93 80 350 3
E 70-115 45 1.9E-04 5.4E-01 0.3 0.8 MW-60 203 162.32
-148.0 less-open 46 312 299 209 2
NW 291-335 44 3.4E-05 9.7E-02 1.5 1.8 MW-60 204 162.55
-148.2 less-open 26 4
351 261 NSR NSR NSR NSR 3.4E-05 9.7E-02 0.2 MW-60 205 163.17
-148.9 less-open 50 118 105 15 3
E 70-115 45 3.4E-05 9.7E-02 0.6 2.3 MW-60 206 163.43
-149.1 less-open 61 115 102 12 3
E 70-115 45 3.4E-05 9.7E-02 0.3 0.3 MW-60 207 163.81
-149.5 less-open 49 310 297 207 2
NW 291-335 44 3.4E-05 9.7E-02 0.4 1.5 MW-60 208 163.92
-149.6 less-open 58 106 93 3
3 E
70-115 45 3.4E-05 9.7E-02 0.1 0.5 MW-60 209 164.64
-150.3 less-open 75 323 310 220 2
NW 291-335 44 3.4E-05 9.7E-02 0.7 0.8 MW-60 210 165.75
-151.4 less-open 45 3
350 260 6
N 336-21 45 3.4E-05 9.7E-02 1.1 49.2 MW-60 211 166.1
-151.8 less-open 49 132 119 29 1
SE 116-165 49 3.4E-05 9.7E-02 0.3 8.0 MW-60 212 166.44
-152.1 less-open 47 151 138 48 1
SE 116-165 49 3.4E-05 9.7E-02 0.3 0.3 MW-60 213 166.79
-152.5 less-open 30 231 218 128 NSR NSR NSR NSR 3.4E-05 9.7E-02 0.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 55 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-60 214 166.87
-152.6 less-open 30 241 228 138 NSR NSR NSR NSR 3.4E-05 9.7E-02 0.1 MW-60 215 167.59
-153.3 less-open 25 142 129 39 NSR NSR NSR NSR 3.4E-05 9.7E-02 0.7 MW-60 216 167.96
-153.7 less-open 29 168 155 65 NSR NSR NSR NSR 3.4E-05 9.7E-02 0.4 MW-60 217 168.6
-154.3 less-open 33 164 151 61 NSR NSR NSR NSR 3.4E-05 9.7E-02 0.6 MW-60 218 169.15
-154.8 less-open 37 147 134 44 1
SE 116-165 49 3.4E-05 9.7E-02 0.6 2.7 MW-60 219 169.76
-155.5 less-open 36 137 124 34 1
SE 116-165 49 3.4E-05 9.7E-02 0.6 0.6 MW-60 220 170.01
-155.7 less-open 46 140 127 37 1
SE 116-165 49 3.4E-05 9.7E-02 0.3 0.3 MW-60 221 170.5
-156.2 less-open 39 180 167 77 5
S 166-200 34 3.4E-05 9.7E-02 0.5 67.6 MW-60 222 171.33
-157.0 less-open 35 166 153 63 1
SE 116-165 49 3.4E-05 9.7E-02 0.8 1.3 MW-60 223 172.15
-157.8 less-open 42 136 123 33 1
SE 116-165 49 3.5E-06 1.0E-02 0.8 0.8 MW-60 224 172.77
-158.5 less-open 33 341 328 238 NSR NSR NSR NSR 3.5E-06 1.0E-02 0.6 MW-60 225 173.92
-159.6 less-open 34 123 110 20 3
E 70-115 45 3.5E-06 1.0E-02 1.1 10.0 MW-60 226 174.02
-159.7 open 41 160 147 57 1
SE 116-165 49 3.5E-06 1.0E-02 0.1 1.9 MW-60 227 174.25
-159.9 less-open 53 8
355 265 6
N 336-21 45 3.5E-06 1.0E-02 0.2 8.5 MW-60 228 174.31
-160.0 less-open 35 100 87 357 3
E 70-115 45 3.5E-06 1.0E-02 0.1 0.4 MW-60 229 174.67
-160.4 less-open 45 135 122 32 1
SE 116-165 49 3.5E-06 1.0E-02 0.4 0.6 MW-60 230 174.92
-160.6 less-open 41 128 115 25 3
E 70-115 45 3.5E-06 1.0E-02 0.3 0.6 MW-60 231 175.11
-160.8 less-open 34 152 139 49 1
SE 116-165 49 3.5E-06 1.0E-02 0.2 0.4 MW-60 232 175.79
-161.5 less-open 51 179 166 76 5
S 166-200 34 3.5E-06 1.0E-02 0.7 5.3 MW-60 233 176.98
-162.7 less-open 40 193 180 90 5
S 166-200 34 3.5E-06 1.0E-02 1.2 1.2 MW-60 234 177.26
-163.0 less-open 47 127 114 24 3
E 70-115 45 3.5E-06 1.0E-02 0.3 2.3 MW-60 235 177.75
-163.4 less-open 45 122 109 19 3
E 70-115 45 3.5E-06 1.0E-02 0.5 0.5 MW-60 236 178.07
-163.8 open 50 108 95 5
3 E
70-115 45 3.5E-06 1.0E-02 0.3 0.3 MW-60 237 178.31
-164.0 open 46 112 99 9
3 E
70-115 45 3.5E-06 1.0E-02 0.2 0.2 MW-60 238 179.73
-165.4 less-open 55 336 323 233 2
NW 291-335 44 3.5E-06 1.0E-02 1.4 15.1 MW-60 239 180.35
-166.0 less-open 55 123 110 20 3
E 70-115 45 3.5E-06 1.0E-02 0.6 2.0 MW-60 240 180.85
-166.5 less-open 67 263 250 160 4
W 245-290 45 3.5E-06 1.0E-02 0.5 80.3 MW-60 241 182.89
-168.6 less-open 79 269 256 166 4
W 245-290 45 3.5E-06 1.0E-02 2.0 2.0 MW-60 242 184.41
-170.1 less-open 63 123 110 20 3
E 70-115 45 TNP TNP 1.5 4.1 MW-60 243 186.09
-171.8 less-open 33 220 207 117 NSR NSR NSR NSR TNP TNP 1.7 MW-60 244 186.31
-172.0 less-open 68 265 252 162 4
W 245-290 45 TNP TNP 0.2 3.4 MW-60 245 187.15
-172.8 less-open 66 317 304 214 2
NW 291-335 44 TNP TNP 0.8 7.4 MW-60 246 187.83
-173.5 less-open 65 276 263 173 4
W 245-290 45 TNP TNP 0.7 1.5 MW-60 247 188.27
-174.0 less-open 61 114 101 11 3
E 70-115 45 1.1E-06 3.0E-03 0.4 3.9 MW-60 248 189.48
-175.2 less-open 54 345 332 242 2
NW 291-335 44 1.1E-06 3.0E-03 1.2 2.3 MW-60 249 189.98
-175.7 less-open 56 109 96 6
3 E
70-115 45 1.1E-06 3.0E-03 0.5 1.7 MW-60 250 190.74
-176.4 less-open 31 139 126 36 NSR NSR NSR NSR 1.1E-06 3.0E-03 0.8 MW-60 251 190.91
-176.6 less-open 58 109 96 6
3 E
70-115 45 1.1E-06 3.0E-03 0.2 0.9 MW-60 252 191.56
-177.3 less-open 47 132 119 29 1
SE 116-165 49 1.1E-06 3.0E-03 0.7 16.5 MW-60 253 192.04
-177.7 less-open 54 111 98 8
3 E
70-115 45 1.1E-06 3.0E-03 0.5 1.1 MW-60 254 192.27
-178.0 less-open 75 351 338 248 6
N 336-21 45 1.1E-06 3.0E-03 0.2 18.0 MW-60 255 192.91
-178.6 less-open 52 117 104 14 3
E 70-115 45 1.1E-06 3.0E-03 0.6 0.9 MW-60 256 193.4
-179.1 less-open 39 115 102 12 3
E 70-115 45 1.1E-06 3.0E-03 0.5 0.5 MW-60 257 193.65
-179.3 less-open 39 140 127 37 1
SE 116-165 49 1.1E-06 3.0E-03 0.3 2.1 MW-60 258 193.71
-179.4 less-open 33 166 153 63 NSR NSR NSR NSR 1.1E-06 3.0E-03 0.1 MW-60 259 193.9
-179.6 less-open 41 129 116 26 1
SE 116-165 49 1.1E-06 3.0E-03 0.2 0.3 MW-60 260 194.13
-179.8 less-open 53 129 116 26 1
SE 116-165 49 1.1E-06 3.0E-03 0.2 0.2 MW-60 261 194.41
-180.1 less-open 43 139 126 36 1
SE 116-165 49 1.1E-06 3.0E-03 0.3 0.3 MW-60 262 195.27
-181.0 less-open 63 101 88 358 3
E 70-115 45 1.1E-06 3.0E-03 0.9 1.9 MW-60 263 195.54
-181.2 less-open 72 93 80 350 3
E 70-115 45 1.1E-06 3.0E-03 0.3 0.3 MW-60 264 197.4
-183.1 less-open 46 123 110 20 3
E 70-115 45 1.1E-06 3.0E-03 1.9 1.9 MW-60 265 198.21
-183.9 less-open 27 230 217 127 NSR NSR NSR NSR 1.1E-06 3.0E-03 0.8 MW-60 266 199.28
-185.0 less-open 53 162 149 59 1
SE 116-165 49 1.1E-06 3.0E-03 1.1 4.9 MW-60 267 200.14
-185.8 less-open 89 116 103 13 NSR NSR NSR NSR 1.1E-06 3.0E-03 0.9 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 56 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-60 268 200.31
-186.0 less-open 90 153 140 50 NSR NSR NSR NSR 1.1E-06 3.0E-03 0.2 MW-60 269 200.52
-186.2 less-open 89 234 221 131 NSR NSR NSR NSR 1.1E-06 3.0E-03 0.2 MW-60 270 200.95
-186.6 less-open 89 122 109 19 NSR NSR NSR NSR 1.1E-06 3.0E-03 0.4 MW-62 1
43.33
-28.6 less-open 38 36 23 293 NSR NSR NSR NSR 0.0E+00 0.0E+00 NA MW-62 2
43.47
-28.8 less-open 68 96 83 353 3
E 70-115 45 0.0E+00 0.0E+00 0.1 43.5 MW-62 3
44.24
-29.6 less-open 50 352 339 249 6
N 336-21 45 0.0E+00 0.0E+00 0.8 44.2 MW-62 4
44.28
-29.6 less-open 71 100 87 357 3
E 70-115 45 0.0E+00 0.0E+00 0.0 0.8 MW-62 5
44.46
-29.8 less-open 51 327 314 224 2
NW 291-335 44 0.0E+00 0.0E+00 0.2 44.5 MW-62 6
44.56
-29.9 less-open 32 347 334 244 NSR NSR NSR NSR 0.0E+00 0.0E+00 0.1 MW-62 7
44.77
-30.1 less-open 33 346 333 243 NSR NSR NSR NSR 0.0E+00 0.0E+00 0.2 MW-62 8
44.82
-30.1 less-open 74 105 92 2
3 E
70-115 45 0.0E+00 0.0E+00 0.0 0.5 MW-62 9
45.40
-30.7 less-open 45 316 303 213 2
NW 291-335 44 0.0E+00 0.0E+00 0.6 0.9 MW-62 10 45.80
-31.1 less-open 64 98 85 355 3
E 70-115 45 0.0E+00 0.0E+00 0.4 1.0 MW-62 11 46.10
-31.4 less-open 67 101 88 358 3
E 70-115 45 0.0E+00 0.0E+00 0.3 0.3 MW-62 12 46.48
-31.8 less-open 64 106 93 3
3 E
70-115 45 0.0E+00 0.0E+00 0.4 0.4 MW-62 13 46.77
-32.1 less-open 32 331 318 228 NSR NSR NSR NSR 0.0E+00 0.0E+00 0.3 MW-62 14 47.01
-32.3 less-open 52 93 80 350 3
E 70-115 45 0.0E+00 0.0E+00 0.2 0.5 MW-62 15 47.38
-32.7 less-open 50 331 318 228 2
NW 291-335 44 0.0E+00 0.0E+00 0.4 2.0 MW-62 16 47.65
-33.0 less-open 34 293 280 190 NSR NSR NSR NSR 0.0E+00 0.0E+00 0.3 MW-62 17 47.97
-33.3 less-open 73 118 105 15 3
E 70-115 45 0.0E+00 0.0E+00 0.3 1.0 MW-62 18 47.98
-33.3 less-open 73 102 89 359 3
E 70-115 45 0.0E+00 0.0E+00 0.0 0.0 MW-62 19 48.31
-33.6 less-open 69 109 96 6
3 E
70-115 45 0.0E+00 0.0E+00 0.3 0.3 MW-62 20 48.89
-34.2 less-open 21 338 325 235 NSR NSR NSR NSR 0.0E+00 0.0E+00 0.6 MW-62 21 49.14
-34.5 less-open 65 98 85 355 3
E 70-115 45 0.0E+00 0.0E+00 0.3 0.8 MW-62 22 49.83
-35.1 less-open 70 112 99 9
3 E
70-115 45 0.0E+00 0.0E+00 0.7 0.7 MW-62 23 50.44
-35.8 less-open 69 90 77 347 3
E 70-115 45 0.0E+00 0.0E+00 0.6 0.6 MW-62 24 50.63
-35.9 less-open 74 99 86 356 3
E 70-115 45 0.0E+00 0.0E+00 0.2 0.2 MW-62 25 51.40
-36.7 less-open 78 95 82 352 3
E 70-115 45 2.5E-06 7.2E-03 0.8 0.8 MW-62 26 51.67
-37.0 less-open 72 100 87 357 3
E 70-115 45 2.5E-06 7.2E-03 0.3 0.3 MW-62 27 52.71
-38.0 less-open 25 12 359 269 NSR NSR NSR NSR 2.5E-06 7.2E-03 1.0 MW-62 28 52.95
-38.3 less-open 72 99 86 356 3
E 70-115 45 2.5E-06 7.2E-03 0.2 1.3 MW-62 29 53.32
-38.6 less-open 39 306 293 203 2
NW 291-335 44 2.5E-06 7.2E-03 0.4 5.9 MW-62 30 53.44
-38.8 less-open 73 203 190 100 5
S 166-200 34 2.5E-06 7.2E-03 0.1 53.4 MW-62 31 53.82
-39.1 less-open 35 301 288 198 4
W 245-290 45 2.5E-06 7.2E-03 0.4 53.8 MW-62 32 53.89
-39.2 less-open 69 108 95 5
3 E
70-115 45 2.5E-06 7.2E-03 0.1 0.9 MW-62 33 54.26
-39.6 less-open 69 207 194 104 5
S 166-200 34 2.5E-06 7.2E-03 0.4 0.8 MW-62 34 54.71
-40.0 less-open 65 207 194 104 5
S 166-200 34 2.5E-06 7.2E-03 0.5 0.5 MW-62 35 54.97
-40.3 less-open 68 214 201 111 NSR NSR NSR NSR 2.5E-06 7.2E-03 0.3 MW-62 36 55.12
-40.4 less-open 64 205 192 102 5
S 166-200 34 2.5E-06 7.2E-03 0.1 0.4 MW-62 37 55.35
-40.7 less-open 71 207 194 104 5
S 166-200 34 2.5E-06 7.2E-03 0.2 0.2 MW-62 38 55.84
-41.2 less-open 45 301 288 198 4
W 245-290 45 2.5E-06 7.2E-03 0.5 2.0 MW-62 39 56.20
-41.5 less-open 43 310 297 207 2
NW 291-335 44 2.5E-06 7.2E-03 0.4 2.9 MW-62 40 56.73
-42.0 less-open 73 199 186 96 5
S 166-200 34 2.5E-06 7.2E-03 0.5 1.4 MW-62 41 57.74
-43.1 less-open 12 74 61 331 NSR NSR NSR NSR 2.5E-06 7.2E-03 1.0 MW-62 42 58.29
-43.6 less-open 68 85 72 342 3
E 70-115 45 2.5E-06 7.2E-03 0.5 4.4 MW-62 43 58.70
-44.0 less-open 75 67 54 324 NSR NSR NSR NSR 2.5E-06 7.2E-03 0.4 MW-62 44 58.70
-44.0 less-open 68 108 95 5
3 E
70-115 45 2.5E-06 7.2E-03 0.0 0.4 MW-62 45 59.43
-44.7 less-open 49 312 299 209 2
NW 291-335 44 2.5E-06 7.2E-03 0.7 3.2 MW-62 46 60.12
-45.4 less-open 67 105 92 2
3 E
70-115 45 2.5E-06 7.2E-03 0.7 1.4 MW-62 47 60.33
-45.6 less-open 81 197 184 94 5
S 166-200 34 2.5E-06 7.2E-03 0.2 3.6 MW-62 48 60.43
-45.7 less-open 65 291 278 188 4
W 245-290 45 2.5E-06 7.2E-03 0.1 4.6 MW-62 49 61.73
-47.0 less-open 24 6
353 263 NSR NSR NSR NSR 2.8E-06 8.0E-03 1.3 MW-62 50 62.36
-47.7 less-open 32 307 294 204 NSR NSR NSR NSR 2.8E-06 8.0E-03 0.6 MW-62 51 62.73
-48.0 less-open 68 100 87 357 3
E 70-115 45 2.8E-06 8.0E-03 0.4 2.6 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 57 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-62 52 63.00
-48.3 less-open 65 300 287 197 4
W 245-290 45 2.8E-06 8.0E-03 0.3 2.6 MW-62 53 63.61
-48.9 less-open 60 209 196 106 5
S 166-200 34 2.8E-06 8.0E-03 0.6 3.3 MW-62 54 63.84
-49.2 less-open 64 111 98 8
3 E
70-115 45 2.8E-06 8.0E-03 0.2 1.1 MW-62 55 64.65
-50.0 less-open 66 100 87 357 3
E 70-115 45 2.8E-06 8.0E-03 0.8 0.8 MW-62 56 64.78
-50.1 less-open 60 213 200 110 5
S 166-200 34 2.8E-06 8.0E-03 0.1 1.2 MW-62 57 64.94
-50.3 less-open 47 303 290 200 4
W 245-290 45 2.8E-06 8.0E-03 0.2 1.9 MW-62 58 65.35
-50.7 less-open 70 108 95 5
3 E
70-115 45 2.8E-06 8.0E-03 0.4 0.7 MW-62 59 65.89
-51.2 less-open 68 112 99 9
3 E
70-115 45 2.8E-06 8.0E-03 0.5 0.5 MW-62 60 66.36
-51.7 less-open 64 113 100 10 3
E 70-115 45 2.8E-06 8.0E-03 0.5 0.5 MW-62 61 66.56
-51.9 less-open 65 122 109 19 3
E 70-115 45 2.8E-06 8.0E-03 0.2 0.2 MW-62 62 66.92
-52.2 less-open 63 110 97 7
3 E
70-115 45 2.8E-06 8.0E-03 0.4 0.4 MW-62 63 67.54
-52.9 less-open 50 109 96 6
3 E
70-115 45 2.8E-06 8.0E-03 0.6 0.6 MW-62 64 67.86
-53.2 less-open 68 104 91 1
3 E
70-115 45 2.8E-06 8.0E-03 0.3 0.3 MW-62 65 68.16
-53.5 less-open 43 284 271 181 4
W 245-290 45 2.8E-06 8.0E-03 0.3 3.2 MW-62 66 68.29
-53.6 less-open 75 99 86 356 3
E 70-115 45 2.8E-06 8.0E-03 0.1 0.4 MW-62 67 68.38
-53.7 less-open 58 93 80 350 3
E 70-115 45 2.8E-06 8.0E-03 0.1 0.1 MW-62 68 68.82
-54.1 less-open 65 97 84 354 3
E 70-115 45 2.8E-06 8.0E-03 0.4 0.4 MW-62 69 69.19
-54.5 less-open 67 216 203 113 NSR NSR NSR NSR 2.8E-06 8.0E-03 0.4 MW-62 70 69.83
-55.1 less-open 72 220 207 117 NSR NSR NSR NSR 2.8E-06 8.0E-03 0.6 MW-62 71 70.09
-55.4 less-open 62 116 103 13 3
E 70-115 45 2.8E-06 8.0E-03 0.3 1.3 MW-62 72 71.06
-56.4 less-open 60 115 102 12 3
E 70-115 45 2.8E-06 8.0E-03 1.0 1.0 MW-62 73 71.45
-56.8 less-open 62 130 117 27 1
SE 116-165 49 2.8E-06 8.0E-03 0.4 71.5 MW-62 74 72.05
-57.4 less-open 67 107 94 4
3 E
70-115 45 2.8E-06 8.0E-03 0.6 1.0 MW-62 75 72.09
-57.4 less-open 58 209 196 106 5
S 166-200 34 2.8E-06 8.0E-03 0.0 7.3 MW-62 76 72.22
-57.5 less-open 70 100 87 357 3
E 70-115 45 2.8E-06 8.0E-03 0.1 0.2 MW-62 77 72.64
-58.0 less-open 36 295 282 192 4
W 245-290 45 2.8E-06 8.0E-03 0.4 4.5 MW-62 78 72.72
-58.0 less-open 67 90 77 347 3
E 70-115 45 2.8E-06 8.0E-03 0.1 0.5 MW-62 79 73.46
-58.8 less-open 65 119 106 16 3
E 70-115 45 2.8E-06 8.0E-03 0.7 0.7 MW-62 80 73.85
-59.2 less-open 46 346 333 243 2
NW 291-335 44 2.8E-06 8.0E-03 0.4 14.4 MW-62 81 74.13
-59.4 less-open 65 109 96 6
3 E
70-115 45 2.8E-06 8.0E-03 0.3 0.7 MW-62 82 74.29
-59.6 less-open 46 345 332 242 2
NW 291-335 44 2.8E-06 8.0E-03 0.2 0.4 MW-62 83 74.55
-59.9 less-open 60 307 294 204 2
NW 291-335 44 2.8E-06 8.0E-03 0.3 0.3 MW-62 84 74.93
-60.2 less-open 50 351 338 248 6
N 336-21 45 2.8E-06 8.0E-03 0.4 30.7 MW-62 85 75.12
-60.4 less-open 63 107 94 4
3 E
70-115 45 2.8E-06 8.0E-03 0.2 1.0 MW-62 86 75.38
-60.7 less-open 67 117 104 14 3
E 70-115 45 2.8E-06 8.0E-03 0.3 0.3 MW-62 87 75.64
-61.0 less-open 68 108 95 5
3 E
70-115 45 2.8E-06 8.0E-03 0.3 0.3 MW-62 88 75.89
-61.2 less-open 49 352 339 249 6
N 336-21 45 2.8E-06 8.0E-03 0.3 1.0 MW-62 89 76.02
-61.3 less-open 52 356 343 253 6
N 336-21 45 2.8E-06 8.0E-03 0.1 0.1 MW-62 90 76.46
-61.8 less-open 71 112 99 9
3 E
70-115 45 2.8E-06 8.0E-03 0.4 0.8 MW-62 91 76.82
-62.1 less-open 37 357 344 254 6
N 336-21 45 2.8E-06 8.0E-03 0.4 0.8 MW-62 92 77.33
-62.6 less-open 27 301 288 198 NSR NSR NSR NSR 2.8E-06 8.0E-03 0.5 MW-62 93 78.19
-63.5 less-open 55 3
350 260 6
N 336-21 45 2.8E-06 8.0E-03 0.9 1.4 MW-62 94 78.56
-63.9 less-open 63 127 114 24 3
E 70-115 45 2.8E-06 8.0E-03 0.4 2.1 MW-62 95 79.56
-64.9 less-open 64 110 97 7
3 E
70-115 45 1.8E-05 5.0E-02 1.0 1.0 MW-62 96 81.07
-66.4 less-open 70 262 249 159 4
W 245-290 45 1.8E-05 5.0E-02 1.5 8.4 MW-62 97 81.48
-66.8 less-open 54 319 306 216 2
NW 291-335 44 1.8E-05 5.0E-02 0.4 6.9 MW-62 98 81.60
-66.9 less-open 55 348 335 245 2
NW 291-335 44 1.8E-05 5.0E-02 0.1 0.1 MW-62 99 81.67
-67.0 less-open 38 306 293 203 2
NW 291-335 44 1.8E-05 5.0E-02 0.1 0.1 MW-62 100 82.28
-67.6 less-open 28 332 319 229 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.6 MW-62 101 82.53
-67.8 open 24 1
348 258 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.3 MW-62 102 82.88
-68.2 less-open 35 338 325 235 2
NW 291-335 44 1.8E-05 5.0E-02 0.3 1.2 MW-62 103 82.95
-68.3 less-open 46 355 342 252 6
N 336-21 45 1.8E-05 5.0E-02 0.1 4.8 MW-62 104 82.99
-68.3 less-open 70 95 82 352 3
E 70-115 45 1.8E-05 5.0E-02 0.0 3.4 MW-62 105 83.02
-68.3 less-open 46 305 292 202 2
NW 291-335 44 1.8E-05 5.0E-02 0.0 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 58 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-62 106 83.26
-68.6 less-open 72 122 109 19 3
E 70-115 45 1.8E-05 5.0E-02 0.2 0.3 MW-62 107 84.02
-69.3 less-open 38 305 292 202 2
NW 291-335 44 1.8E-05 5.0E-02 0.8 1.0 MW-62 108 84.4
-69.7 less-open 62 280 267 177 4
W 245-290 45 1.8E-05 5.0E-02 0.4 3.3 MW-62 109 84.81
-70.1 less-open 67 108 95 5
3 E
70-115 45 1.8E-05 5.0E-02 0.4 1.6 MW-62 110 85.95
-71.3 less-open 33 34 21 291 NSR NSR NSR NSR 1.8E-05 5.0E-02 1.1 MW-62 111 86.49
-71.8 less-open 49 350 337 247 6
N 336-21 45 1.8E-05 5.0E-02 0.5 3.5 MW-62 112 86.68
-72.0 less-open 69 104 91 1
3 E
70-115 45 1.8E-05 5.0E-02 0.2 1.9 MW-62 113 87.44
-72.8 less-open 68 112 99 9
3 E
70-115 45 1.8E-05 5.0E-02 0.8 0.8 MW-62 114 87.83
-73.1 less-open 68 68 55 325 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.4 MW-62 115 88.01
-73.3 less-open 68 102 89 359 3
E 70-115 45 1.8E-05 5.0E-02 0.2 0.6 MW-62 116 88.66
-74.0 less-open 69 112 99 9
3 E
70-115 45 1.8E-05 5.0E-02 0.6 0.6 MW-62 117 88.8
-74.1 less-open 48 286 273 183 4
W 245-290 45 1.8E-05 5.0E-02 0.1 4.4 MW-62 118 89.82
-75.1 less-open 48 325 312 222 2
NW 291-335 44 1.8E-05 5.0E-02 1.0 5.8 MW-62 119 89.98
-75.3 less-open 54 289 276 186 4
W 245-290 45 1.8E-05 5.0E-02 0.2 1.2 MW-62 120 90.35
-75.7 less-open 31 339 326 236 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.4 MW-62 121 90.72
-76.0 less-open 56 331 318 228 2
NW 291-335 44 1.8E-05 5.0E-02 0.4 0.9 MW-62 122 90.84
-76.2 less-open 53 2
349 259 6
N 336-21 45 1.8E-05 5.0E-02 0.1 4.4 MW-62 123 91.04
-76.4 less-open 65 108 95 5
3 E
70-115 45 1.8E-05 5.0E-02 0.2 2.4 MW-62 124 91.09
-76.4 less-open 50 296 283 193 4
W 245-290 45 1.8E-05 5.0E-02 0.0 1.1 MW-62 125 91.75
-77.1 less-open 56 355 342 252 6
N 336-21 45 1.8E-05 5.0E-02 0.7 0.9 MW-62 126 92.53
-77.8 less-open 52 325 312 222 2
NW 291-335 44 1.8E-05 5.0E-02 0.8 1.8 MW-62 127 92.68
-78.0 less-open 48 320 307 217 2
NW 291-335 44 1.8E-05 5.0E-02 0.2 0.2 MW-62 128 93
-78.3 less-open 54 357 344 254 6
N 336-21 45 1.8E-05 5.0E-02 0.3 1.3 MW-62 129 93.47
-78.8 less-open 65 330 317 227 2
NW 291-335 44 1.8E-05 5.0E-02 0.5 0.8 MW-62 130 93.59
-78.9 less-open 54 357 344 254 6
N 336-21 45 1.8E-05 5.0E-02 0.1 0.6 MW-62 131 93.7
-79.0 less-open 54 304 291 201 2
NW 291-335 44 1.8E-05 5.0E-02 0.1 0.2 MW-62 132 94.19
-79.5 less-open 44 327 314 224 2
NW 291-335 44 1.8E-05 5.0E-02 0.5 0.5 MW-62 133 94.46
-79.8 less-open 43 322 309 219 2
NW 291-335 44 1.8E-05 5.0E-02 0.3 0.3 MW-62 134 94.65
-80.0 less-open 47 319 306 216 2
NW 291-335 44 1.8E-05 5.0E-02 0.2 0.2 MW-62 135 95.09
-80.4 less-open 49 321 308 218 2
NW 291-335 44 1.8E-05 5.0E-02 0.4 0.4 MW-62 136 95.91
-81.2 less-open 48 329 316 226 2
NW 291-335 44 1.8E-05 5.0E-02 0.8 0.8 MW-62 137 97.76
-83.1 less-open 48 278 265 175 4
W 245-290 45 2.1E-05 6.0E-02 1.9 6.7 MW-62 138 99.14
-84.5 less-open 62 105 92 2
3 E
70-115 45 2.1E-05 6.0E-02 1.4 8.1 MW-62 139 99.17
-84.5 less-open 44 308 295 205 2
NW 291-335 44 2.1E-05 6.0E-02 0.0 3.3 MW-62 140 99.61
-84.9 less-open 62 305 292 202 2
NW 291-335 44 2.1E-05 6.0E-02 0.4 0.4 MW-62 141 100.51
-85.8 less-open 41 312 299 209 2
NW 291-335 44 2.1E-05 6.0E-02 0.9 0.9 MW-62 142 100.78
-86.1 less-open 56 357 344 254 6
N 336-21 45 2.1E-05 6.0E-02 0.3 7.2 MW-62 143 100.97
-86.3 less-open 25 345 332 242 NSR NSR NSR NSR 2.1E-05 6.0E-02 0.2 MW-62 144 103.47
-88.8 less-open 64 116 103 13 3
E 70-115 45 2.1E-05 6.0E-02 2.5 4.3 MW-62 145 103.57
-88.9 less-open 62 115 102 12 3
E 70-115 45 2.1E-05 6.0E-02 0.1 0.1 MW-62 146 103.72
-89.0 less-open 40 316 303 213 2
NW 291-335 44 2.1E-05 6.0E-02 0.2 3.2 MW-62 147 104.45
-89.8 less-open 63 87 74 344 3
E 70-115 45 2.1E-05 6.0E-02 0.7 0.9 MW-62 148 105.87
-91.2 less-open 61 304 291 201 2
NW 291-335 44 2.1E-05 6.0E-02 1.4 2.2 MW-62 149 106.43
-91.7 less-open 59 114 101 11 3
E 70-115 45 2.1E-05 6.0E-02 0.6 2.0 MW-62 150 106.86
-92.2 less-open 56 283 270 180 4
W 245-290 45 2.7E-05 7.6E-02 0.4 9.1 MW-62 151 107.54
-92.9 less-open 53 30 17 287 6
N 336-21 45 2.7E-05 7.6E-02 0.7 6.8 MW-62 152 108.05
-93.4 less-open 57 30 17 287 6
N 336-21 45 2.7E-05 7.6E-02 0.5 0.5 MW-62 153 108.86
-94.2 less-open 50 252 239 149 NSR NSR NSR NSR 2.7E-05 7.6E-02 0.8 MW-62 154 109.21
-94.5 less-open 46 303 290 200 4
W 245-290 45 2.7E-05 7.6E-02 0.3 2.3 MW-62 155 110.54
-95.9 less-open 36 307 294 204 2
NW 291-335 44 2.7E-05 7.6E-02 1.3 4.7 MW-62 156 110.77
-96.1 less-open 42 311 298 208 2
NW 291-335 44 2.7E-05 7.6E-02 0.2 0.2 MW-62 157 111.1
-96.4 less-open 63 110 97 7
3 E
70-115 45 2.7E-05 7.6E-02 0.3 4.7 MW-62 158 111.23
-96.5 less-open 36 293 280 190 4
W 245-290 45 2.7E-05 7.6E-02 0.1 2.0 MW-62 159 111.82
-97.1 less-open 66 108 95 5
3 E
70-115 45 2.7E-05 7.6E-02 0.6 0.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 59 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-62 160 113.15
-98.5 less-open 38 315 302 212 2
NW 291-335 44 2.7E-05 7.6E-02 1.3 2.4 MW-62 161 113.3
-98.6 less-open 40 306 293 203 2
NW 291-335 44 2.7E-05 7.6E-02 0.1 0.1 MW-62 162 114.7
-100.0 less-open 37 312 299 209 2
NW 291-335 44 2.7E-05 7.6E-02 1.4 1.4 MW-62 163 115.95
-101.3 less-open 43 1
348 258 6
N 336-21 45 2.7E-05 7.6E-02 1.3 7.9 MW-62 164 116.56
-101.9 less-open 52 360 347 257 6
N 336-21 45 7.9E-05 2.2E-01 0.6 0.6 MW-62 165 116.74
-102.1 less-open 66 111 98 8
3 E
70-115 45 7.9E-05 2.2E-01 0.2 4.9 MW-62 166 117.49
-102.8 less-open 50 337 324 234 2
NW 291-335 44 7.9E-05 2.2E-01 0.8 2.8 MW-62 167 117.73
-103.0 less-open 48 317 304 214 2
NW 291-335 44 7.9E-05 2.2E-01 0.2 0.2 MW-62 168 117.99
-103.3 less-open 45 50 37 307 NSR NSR NSR NSR 7.9E-05 2.2E-01 0.3 MW-62 169 118.14
-103.5 less-open 66 111 98 8
3 E
70-115 45 7.9E-05 2.2E-01 0.2 1.4 MW-62 170 118.98
-104.3 less-open 64 97 84 354 3
E 70-115 45 7.9E-05 2.2E-01 0.8 0.8 MW-62 171 119.33
-104.6 less-open 43 303 290 200 4
W 245-290 45 7.9E-05 2.2E-01 0.3 8.1 MW-62 172 119.88
-105.2 less-open 61 116 103 13 3
E 70-115 45 7.9E-05 2.2E-01 0.5 0.9 MW-62 173 120.41
-105.7 less-open 50 296 283 193 4
W 245-290 45 7.9E-05 2.2E-01 0.5 1.1 MW-62 174 120.65
-106.0 less-open 64 109 96 6
3 E
70-115 45 7.9E-05 2.2E-01 0.2 0.8 MW-62 175 120.66
-106.0 less-open 33 329 316 226 NSR NSR NSR NSR 7.9E-05 2.2E-01 0.0 MW-62 176 120.98
-106.3 less-open 66 102 89 359 3
E 70-115 45 7.9E-05 2.2E-01 0.3 0.3 MW-62 177 120.99
-106.3 less-open 38 3
350 260 6
N 336-21 45 7.9E-05 2.2E-01 0.0 4.4 MW-62 178 121.36
-106.7 less-open 47 315 302 212 2
NW 291-335 44 7.9E-05 2.2E-01 0.4 3.6 MW-62 179 121.64
-107.0 less-open 43 310 297 207 2
NW 291-335 44 7.9E-05 2.2E-01 0.3 0.3 MW-62 180 122.18
-107.5 less-open 39 296 283 193 4
W 245-290 45 7.9E-05 2.2E-01 0.5 1.8 MW-62 181 122.6
-107.9 less-open 49 341 328 238 2
NW 291-335 44 7.9E-05 2.2E-01 0.4 1.0 MW-62 182 122.89
-108.2 less-open 68 295 282 192 4
W 245-290 45 7.9E-05 2.2E-01 0.3 0.7 MW-62 183 123.41
-108.7 less-open 57 325 312 222 2
NW 291-335 44 7.9E-05 2.2E-01 0.5 0.8 MW-62 184 123.8
-109.1 less-open 76 312 299 209 2
NW 291-335 44 7.9E-05 2.2E-01 0.4 0.4 MW-62 185 123.86
-109.2 less-open 59 127 114 24 3
E 70-115 45 7.9E-05 2.2E-01 0.1 2.9 MW-62 186 124.75
-110.1 less-open 60 296 283 193 4
W 245-290 45 7.9E-05 2.2E-01 0.9 1.9 MW-62 187 124.92
-110.2 less-open 61 52 39 309 NSR NSR NSR NSR 7.9E-05 2.2E-01 0.2 MW-62 188 128.82
-114.1 less-open 68 61 48 318 NSR NSR NSR NSR 7.9E-05 2.2E-01 3.9 MW-62 189 129.8
-115.1 less-open 70 351 338 248 6
N 336-21 45 7.9E-05 2.2E-01 1.0 8.8 MW-62 190 130.28
-115.6 less-open 33 281 268 178 NSR NSR NSR NSR 7.9E-05 2.2E-01 0.5 MW-62 191 130.56
-115.9 less-open 60 121 108 18 3
E 70-115 45 7.9E-05 2.2E-01 0.3 6.7 MW-62 192 130.85
-116.2 less-open 56 116 103 13 3
E 70-115 45 7.9E-05 2.2E-01 0.3 0.3 MW-62 193 131
-116.3 less-open 38 281 268 178 4
W 245-290 45 7.9E-05 2.2E-01 0.2 6.3 MW-62 194 132.23
-117.5 less-open 67 101 88 358 3
E 70-115 45 7.9E-05 2.2E-01 1.2 1.4 MW-62 195 132.57
-117.9 less-open 64 109 96 6
3 E
70-115 45 7.9E-05 2.2E-01 0.3 0.3 MW-62 196 132.85
-118.2 less-open 62 119 106 16 3
E 70-115 45 7.9E-05 2.2E-01 0.3 0.3 MW-62 197 133.13
-118.4 less-open 68 92 79 349 3
E 70-115 45 7.9E-05 2.2E-01 0.3 0.3 MW-62 198 134.06
-119.4 less-open 63 119 106 16 3
E 70-115 45 7.9E-05 2.2E-01 0.9 0.9 MW-62 199 134.32
-119.6 less-open 62 118 105 15 3
E 70-115 45 8.5E-05 2.4E-01 0.3 0.3 MW-62 200 134.65
-120.0 less-open 58 106 93 3
3 E
70-115 45 8.5E-05 2.4E-01 0.3 0.3 MW-62 201 135.19
-120.5 less-open 65 114 101 11 3
E 70-115 45 8.5E-05 2.4E-01 0.5 0.5 MW-62 202 135.39
-120.7 less-open 61 126 113 23 3
E 70-115 45 8.5E-05 2.4E-01 0.2 0.2 MW-62 203 135.64
-121.0 less-open 63 115 102 12 3
E 70-115 45 8.5E-05 2.4E-01 0.3 0.3 MW-62 204 135.84
-121.2 less-open 66 109 96 6
3 E
70-115 45 8.5E-05 2.4E-01 0.2 0.2 MW-62 205 136.54
-121.9 less-open 64 105 92 2
3 E
70-115 45 8.5E-05 2.4E-01 0.7 0.7 MW-62 206 137.03
-122.3 less-open 62 300 287 197 4
W 245-290 45 8.5E-05 2.4E-01 0.5 6.0 MW-62 207 138.54
-123.9 less-open 70 316 303 213 2
NW 291-335 44 8.5E-05 2.4E-01 1.5 14.7 MW-62 208 139.01
-124.3 less-open 69 100 87 357 3
E 70-115 45 8.5E-05 2.4E-01 0.5 2.5 MW-62 209 139.21
-124.5 less-open 71 93 80 350 3
E 70-115 45 8.5E-05 2.4E-01 0.2 0.2 MW-62 210 139.63
-124.9 less-open 63 117 104 14 3
E 70-115 45 8.5E-05 2.4E-01 0.4 0.4 MW-62 211 140.52
-125.8 less-open 51 326 313 223 2
NW 291-335 44 8.5E-05 2.4E-01 0.9 2.0 MW-62 212 140.76
-126.1 less-open 72 105 92 2
3 E
70-115 45 8.5E-05 2.4E-01 0.2 1.1 MW-62 213 143.61
-128.9 less-open 11 332 319 229 NSR NSR NSR NSR 8.5E-05 2.4E-01 2.9 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 60 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-62 214 144.4
-129.7 less-open 56 329 316 226 2
NW 291-335 44 8.5E-05 2.4E-01 0.8 3.9 MW-62 215 144.91
-130.2 less-open 64 111 98 8
3 E
70-115 45 8.5E-05 2.4E-01 0.5 4.2 MW-62 216 145.54
-130.9 less-open 33 340 327 237 NSR NSR NSR NSR 8.5E-05 2.4E-01 0.6 MW-62 217 148.71
-134.0 less-open 70 105 92 2
3 E
70-115 45 3.2E-05 9.1E-02 3.2 3.8 MW-62 218 149.95
-135.3 less-open 64 333 320 230 2
NW 291-335 44 3.2E-05 9.1E-02 1.2 5.5 MW-62 219 150.24
-135.6 less-open 69 102 89 359 3
E 70-115 45 3.2E-05 9.1E-02 0.3 1.5 MW-62 220 150.7
-136.0 less-open 27 190 177 87 NSR NSR NSR NSR 3.2E-05 9.1E-02 0.5 MW-62 221 150.74
-136.1 less-open 70 207 194 104 5
S 166-200 34 3.2E-05 9.1E-02 0.0 78.7 MW-62 222 151.03
-136.3 less-open 70 83 70 340 3
E 70-115 45 3.2E-05 9.1E-02 0.3 0.8 MW-62 223 151.24
-136.6 less-open 66 83 70 340 3
E 70-115 45 3.2E-05 9.1E-02 0.2 0.2 MW-62 224 152.27
-137.6 less-open 58 339 326 236 2
NW 291-335 44 3.2E-05 9.1E-02 1.0 2.3 MW-62 225 152.42
-137.7 less-open 59 337 324 234 2
NW 291-335 44 3.2E-05 9.1E-02 0.1 0.1 MW-62 226 153.24
-138.6 less-open 24 240 227 137 NSR NSR NSR NSR 3.2E-05 9.1E-02 0.8 MW-62 227 153.31
-138.6 less-open 34 254 241 151 NSR NSR NSR NSR 3.2E-05 9.1E-02 0.1 MW-62 228 153.75
-139.1 less-open 51 341 328 238 2
NW 291-335 44 3.2E-05 9.1E-02 0.4 1.3 MW-62 229 153.89
-139.2 less-open 56 339 326 236 2
NW 291-335 44 3.2E-05 9.1E-02 0.1 0.1 MW-62 230 155.3
-140.6 less-open 54 343 330 240 2
NW 291-335 44 3.2E-05 9.1E-02 1.4 1.4 MW-62 231 156.87
-142.2 less-open 48 329 316 226 2
NW 291-335 44 1.5E-05 4.2E-02 1.6 1.6 MW-62 232 158.23
-143.5 less-open 34 334 321 231 NSR NSR NSR NSR 1.5E-05 4.2E-02 1.4 MW-62 233 158.38
-143.7 less-open 47 333 320 230 2
NW 291-335 44 1.5E-05 4.2E-02 0.2 1.5 MW-62 234 159.03
-144.3 less-open 55 322 309 219 2
NW 291-335 44 1.5E-05 4.2E-02 0.7 0.7 MW-62 235 159.32
-144.6 open 39 322 309 219 2
NW 291-335 44 1.5E-05 4.2E-02 0.3 0.3 MW-62 236 159.7
-145.0 less-open 49 332 319 229 2
NW 291-335 44 1.5E-05 4.2E-02 0.4 0.4 MW-62 237 159.78
-145.1 less-open 47 326 313 223 2
NW 291-335 44 1.5E-05 4.2E-02 0.1 0.1 MW-62 238 160.5
-145.8 less-open 47 332 319 229 2
NW 291-335 44 1.5E-05 4.2E-02 0.7 0.7 MW-62 239 160.51
-145.8 less-open 61 116 103 13 3
E 70-115 45 1.5E-05 4.2E-02 0.0 9.3 MW-62 240 160.8
-146.1 less-open 64 105 92 2
3 E
70-115 45 1.5E-05 4.2E-02 0.3 0.3 MW-62 241 161.15
-146.5 less-open 45 320 307 217 2
NW 291-335 44 1.5E-05 4.2E-02 0.3 0.7 MW-62 242 161.56
-146.9 less-open 49 315 302 212 2
NW 291-335 44 1.5E-05 4.2E-02 0.4 0.4 MW-62 243 161.69
-147.0 less-open 45 326 313 223 2
NW 291-335 44 1.5E-05 4.2E-02 0.1 0.1 MW-62 244 161.93
-147.2 less-open 50 321 308 218 2
NW 291-335 44 1.5E-05 4.2E-02 0.2 0.2 MW-62 245 162.2
-147.5 less-open 46 324 311 221 2
NW 291-335 44 1.5E-05 4.2E-02 0.3 0.3 MW-62 246 162.37
-147.7 less-open 45 322 309 219 2
NW 291-335 44 1.5E-05 4.2E-02 0.2 0.2 MW-62 247 163.38
-148.7 less-open 46 84 71 341 3
E 70-115 45 1.5E-05 4.2E-02 1.0 2.6 MW-62 248 163.87
-149.2 less-open 21 26 13 283 NSR NSR NSR NSR 1.5E-05 4.2E-02 0.5 MW-62 249 164.07
-149.4 less-open 70 102 89 359 3
E 70-115 45 1.5E-05 4.2E-02 0.2 0.7 MW-62 250 164.41
-149.7 less-open 72 99 86 356 3
E 70-115 45 1.5E-05 4.2E-02 0.3 0.3 MW-62 251 165.42
-150.7 less-open 48 360 347 257 6
N 336-21 45 1.5E-05 4.2E-02 1.0 35.6 MW-62 252 165.44
-150.8 less-open 35 285 272 182 4
W 245-290 45 1.5E-05 4.2E-02 0.0 28.4 MW-62 253 166.03
-151.3 less-open 47 343 330 240 2
NW 291-335 44 1.5E-05 4.2E-02 0.6 3.7 MW-62 254 168.12
-153.4 less-open 49 6
353 263 6
N 336-21 45 1.2E-04 3.4E-01 2.1 2.7 MW-62 255 168.67
-154.0 less-open 16 31 18 288 NSR NSR NSR NSR 1.2E-04 3.4E-01 0.5 MW-62 256 169.28
-154.6 less-open 58 28 15 285 6
N 336-21 45 1.2E-04 3.4E-01 0.6 1.2 MW-62 257 169.37
-154.7 less-open 51 333 320 230 2
NW 291-335 44 1.2E-04 3.4E-01 0.1 3.3 MW-62 258 169.67
-155.0 less-open 43 44 31 301 NSR NSR NSR NSR 1.2E-04 3.4E-01 0.3 MW-62 259 170.28
-155.6 less-open 68 44 31 301 NSR NSR NSR NSR 1.2E-04 3.4E-01 0.6 MW-62 260 170.37
-155.7 less-open 35 57 44 314 NSR NSR NSR NSR 1.2E-04 3.4E-01 0.1 MW-62 261 170.77
-156.1 less-open 27 34 21 291 NSR NSR NSR NSR 1.2E-04 3.4E-01 0.4 MW-62 262 171.24
-156.6 less-open 35 66 53 323 NSR NSR NSR NSR 1.2E-04 3.4E-01 0.5 MW-62 263 171.73
-157.0 less-open 57 342 329 239 2
NW 291-335 44 1.2E-04 3.4E-01 0.5 2.4 MW-62 264 172.57
-157.9 less-open 56 335 322 232 2
NW 291-335 44 1.2E-04 3.4E-01 0.8 0.8 MW-62 265 173.46
-158.8 less-open 54 10 357 267 6
N 336-21 45 1.2E-04 3.4E-01 0.9 4.2 MW-62 266 173.99
-159.3 less-open 59 324 311 221 2
NW 291-335 44 1.2E-04 3.4E-01 0.5 1.4 MW-62 267 174.16
-159.5 less-open 52 338 325 235 2
NW 291-335 44 1.2E-04 3.4E-01 0.2 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 61 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-62 268 174.49
-159.8 less-open 49 335 322 232 2
NW 291-335 44 1.2E-04 3.4E-01 0.3 0.3 MW-62 269 174.83
-160.1 less-open 59 311 298 208 2
NW 291-335 44 1.2E-04 3.4E-01 0.3 0.3 MW-62 270 175.71
-161.0 less-open 66 333 320 230 2
NW 291-335 44 1.2E-04 3.4E-01 0.9 0.9 MW-62 271 175.84
-161.2 less-open 71 93 80 350 3
E 70-115 45 2.6E-04 7.2E-01 0.1 11.4 MW-62 272 179.07
-164.4 less-open 68 96 83 353 3
E 70-115 45 2.6E-04 7.2E-01 3.2 3.2 MW-62 273 179.24
-164.6 less-open 71 97 84 354 3
E 70-115 45 2.6E-04 7.2E-01 0.2 0.2 MW-62 274 179.92
-165.2 less-open 71 330 317 227 2
NW 291-335 44 2.6E-04 7.2E-01 0.7 4.2 MW-62 275 181.48
-166.8 less-open 62 249 236 146 NSR NSR NSR NSR 2.6E-04 7.2E-01 1.6 MW-62 276 182.32
-167.6 less-open 42 12 359 269 6
N 336-21 45 2.6E-04 7.2E-01 0.8 8.9 MW-62 277 184.03
-169.3 less-open 68 151 138 48 1
SE 116-165 49 2.6E-04 7.2E-01 1.7 112.6 MW-62 278 184.23
-169.5 less-open 71 322 309 219 2
NW 291-335 44 2.6E-04 7.2E-01 0.2 4.3 MW-62 279 184.42
-169.7 less-open 45 308 295 205 2
NW 291-335 44 2.6E-04 7.2E-01 0.2 0.2 MW-62 280 185.34
-170.7 less-open 59 249 236 146 NSR NSR NSR NSR 2.6E-04 7.2E-01 0.9 MW-62 281 185.79
-171.1 less-open 31 349 336 246 NSR NSR NSR NSR 2.6E-04 7.2E-01 0.4 MW-62 282 186.81
-172.1 less-open 46 76 63 333 NSR NSR NSR NSR 1.3E-04 3.7E-01 1.0 MW-62 283 188.54
-173.9 less-open 39 303 290 200 4
W 245-290 45 1.3E-04 3.7E-01 1.7 23.1 MW-62 284 188.89
-174.2 less-open 47 318 305 215 2
NW 291-335 44 1.3E-04 3.7E-01 0.3 4.5 MW-62 285 189.81
-175.1 less-open 73 298 285 195 4
W 245-290 45 1.3E-04 3.7E-01 0.9 1.3 MW-62 286 190.68
-176.0 less-open 14 32 19 289 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.9 MW-62 287 190.91
-176.2 less-open 22 347 334 244 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.2 MW-62 288 193.29
-178.6 less-open 77 297 284 194 4
W 245-290 45 1.3E-04 3.7E-01 2.4 3.5 MW-62 289 193.65
-179.0 less-open 42 295 282 192 4
W 245-290 45 1.3E-04 3.7E-01 0.4 0.4 MW-62 290 195.42
-180.7 less-open 16 302 289 199 NSR NSR NSR NSR 1.3E-04 3.7E-01 1.8 MW-62 291 195.91
-181.2 less-open 16 332 319 229 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.5 MW-62 292 196.37
-181.7 less-open 49 333 320 230 2
NW 291-335 44 1.3E-04 3.7E-01 0.5 7.5 MW-62 293 196.49
-181.8 less-open 72 99 86 356 3
E 70-115 45 1.3E-04 3.7E-01 0.1 17.3 MW-62 294 196.68
-182.0 less-open 76 131 118 28 1
SE 116-165 49 1.3E-04 3.7E-01 0.2 12.7 MW-62 295 196.71
-182.0 less-open 53 128 115 25 3
E 70-115 45 1.3E-04 3.7E-01 0.0 0.2 MW-62 296 197.12
-182.4 less-open 41 58 45 315 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.4 MW-62 297 197.2
-182.5 less-open 38 45 32 302 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.1 MW-62 298 197.32
-182.6 less-open 66 127 114 24 3
E 70-115 45 1.3E-04 3.7E-01 0.1 0.6 MW-62 299 197.34
-182.7 less-open 68 130 117 27 1
SE 116-165 49 1.3E-04 3.7E-01 0.0 0.7 MW-62 300 197.67
-183.0 less-open 70 113 100 10 3
E 70-115 45 1.3E-04 3.7E-01 0.3 0.3 MW-62 301 198.24
-183.6 less-open 32 13 0
270 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.6 MW-62 302 198.71
-184.0 less-open 88 20 7
277 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.5 MW-62 303 199.02
-184.3 less-open 87 12 359 269 NSR NSR NSR NSR 1.3E-04 3.7E-01 0.3 MW-63 1
36.98
-22.8 less-open 56 87 74 344 3
E 70-115 45 2.5E-04 7.0E-01 NA 37.0 MW-63 2
37.28
-23.1 less-open 49 84 71 341 3
E 70-115 45 2.5E-04 7.0E-01 0.3 0.3 MW-63 3
37.41
-23.2 less-open 40 282 269 179 4
W 245-290 45 2.5E-04 7.0E-01 0.1 37.4 MW-63 4
37.44
-23.3 less-open 49 87 74 344 3
E 70-115 45 2.5E-04 7.0E-01 0.0 0.2 MW-63 5
37.46
-23.3 less-open 57 65 52 322 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.0 MW-63 6
37.49
-23.3 less-open 43 257 244 154 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.0 MW-63 7
38.08
-23.9 less-open 57 79 66 336 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.6 MW-63 8
38.33
-24.2 less-open 27 266 253 163 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.3 MW-63 9
39.01
-24.8 less-open 76 144 131 41 1
SE 116-165 49 2.5E-04 7.0E-01 0.7 39.0 MW-63 10 39.69
-25.5 less-open 75 147 134 44 1
SE 116-165 49 2.5E-04 7.0E-01 0.7 0.7 MW-63 11 40.12
-25.9 less-open 24 283 270 180 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.4 MW-63 12 40.53
-26.4 less-open 43 194 181 91 5
S 166-200 34 2.5E-04 7.0E-01 0.4 40.5 MW-63 13 40.90
-26.7 less-open 26 276 263 173 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.4 MW-63 14 41.22
-27.0 less-open 21 275 262 172 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.3 MW-63 15 41.31
-27.1 less-open 67 249 236 146 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.1 MW-63 16 41.47
-27.3 less-open 50 236 223 133 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.2 MW-63 17 41.76
-27.6 less-open 55 213 200 110 5
S 166-200 34 2.5E-04 7.0E-01 0.3 1.2 MW-63 18 42.53
-28.4 less-open 14 288 275 185 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.8 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 62 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 19 42.80
-28.6 less-open 15 280 267 177 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.3 MW-63 20 42.89
-28.7 less-open 16 308 295 205 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.1 MW-63 21 43.10
-28.9 less-open 54 84 71 341 3
E 70-115 45 2.5E-04 7.0E-01 0.2 5.7 MW-63 22 43.17
-29.0 less-open 64 241 228 138 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.1 MW-63 23 43.31
-29.1 less-open 42 100 87 357 3
E 70-115 45 2.5E-04 7.0E-01 0.1 0.2 MW-63 24 43.78
-29.6 less-open 44 90 77 347 3
E 70-115 45 2.5E-04 7.0E-01 0.5 0.5 MW-63 25 44.27
-30.1 less-open 60 89 76 346 3
E 70-115 45 2.5E-04 7.0E-01 0.5 0.5 MW-63 26 44.45
-30.3 less-open 64 269 256 166 4
W 245-290 45 2.5E-04 7.0E-01 0.2 7.0 MW-63 27 44.57
-30.4 less-open 80 110 97 7
3 E
70-115 45 2.5E-04 7.0E-01 0.1 0.3 MW-63 28 45.14
-31.0 less-open 58 316 303 213 2
NW 291-335 44 2.5E-04 7.0E-01 0.6 45.1 MW-63 29 45.20
-31.0 less-open 23 7
354 264 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.1 MW-63 30 45.59
-31.4 less-open 58 83 70 340 3
E 70-115 45 2.5E-04 7.0E-01 0.4 1.0 MW-63 31 45.69
-31.5 less-open 42 278 265 175 4
W 245-290 45 2.5E-04 7.0E-01 0.1 1.2 MW-63 32 45.75
-31.6 less-open 39 280 267 177 4
W 245-290 45 2.5E-04 7.0E-01 0.1 0.1 MW-63 33 45.78
-31.6 less-open 39 97 84 354 3
E 70-115 45 2.5E-04 7.0E-01 0.0 0.2 MW-63 34 45.78
-31.6 less-open 58 97 84 354 3
E 70-115 45 2.5E-04 7.0E-01 0.0 0.0 MW-63 35 45.98
-31.8 less-open 50 103 90 0
3 E
70-115 45 2.5E-04 7.0E-01 0.2 0.2 MW-63 36 46.30
-32.1 less-open 55 89 76 346 3
E 70-115 45 2.5E-04 7.0E-01 0.3 0.3 MW-63 37 46.55
-32.4 less-open 33 306 293 203 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.3 MW-63 38 46.59
-32.4 less-open 50 82 69 339 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.0 MW-63 39 46.68
-32.5 less-open 57 98 85 355 3
E 70-115 45 2.5E-04 7.0E-01 0.1 0.4 MW-63 40 46.87
-32.7 less-open 69 90 77 347 3
E 70-115 45 2.5E-04 7.0E-01 0.2 0.2 MW-63 41 47.12
-32.9 less-open 39 279 266 176 4
W 245-290 45 2.5E-04 7.0E-01 0.3 1.4 MW-63 42 47.48
-33.3 less-open 43 268 255 165 4
W 245-290 45 2.5E-04 7.0E-01 0.4 0.4 MW-63 43 48.32
-34.1 less-open 46 260 247 157 4
W 245-290 45 2.5E-04 7.0E-01 0.8 0.8 MW-63 44 48.34
-34.2 less-open 64 109 96 6
3 E
70-115 45 2.5E-04 7.0E-01 0.0 1.5 MW-63 45 48.43
-34.3 less-open 48 192 179 89 5
S 166-200 34 2.5E-04 7.0E-01 0.1 6.7 MW-63 46 48.72
-34.5 less-open 42 269 256 166 4
W 245-290 45 2.5E-04 7.0E-01 0.3 0.4 MW-63 47 48.95
-34.8 less-open 43 290 277 187 4
W 245-290 45 2.5E-04 7.0E-01 0.2 0.2 MW-63 48 49.01
-34.8 less-open 61 94 81 351 3
E 70-115 45 2.5E-04 7.0E-01 0.1 0.7 MW-63 49 49.41
-35.2 less-open 31 311 298 208 NSR NSR NSR NSR 2.5E-04 7.0E-01 0.4 MW-63 50 49.95
-35.8 less-open 36 290 277 187 4
W 245-290 45 2.5E-04 7.0E-01 0.5 1.0 MW-63 51 50.33
-36.2 less-open 44 279 266 176 4
W 245-290 45 2.5E-04 7.0E-01 0.4 0.4 MW-63 52 50.51
-36.3 less-open 57 90 77 347 3
E 70-115 45 2.5E-04 7.0E-01 0.2 1.5 MW-63 53 50.55
-36.4 less-open 38 307 294 204 2
NW 291-335 44 2.5E-04 7.0E-01 0.0 5.4 MW-63 54 50.74
-36.6 less-open 34 320 307 217 2
NW 291-335 44 3.1E-04 8.7E-01 0.2 0.2 MW-63 55 50.97
-36.8 less-open 54 87 74 344 3
E 70-115 45 3.1E-04 8.7E-01 0.2 0.5 MW-63 56 51.04
-36.9 less-open 52 97 84 354 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.1 MW-63 57 51.17
-37.0 less-open 63 253 240 150 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.1 MW-63 58 51.25
-37.1 less-open 35 86 73 343 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.2 MW-63 59 51.56
-37.4 less-open 79 149 136 46 1
SE 116-165 49 3.1E-04 8.7E-01 0.3 11.9 MW-63 60 51.93
-37.8 open 43 316 303 213 2
NW 291-335 44 3.1E-04 8.7E-01 0.4 1.2 MW-63 61 52.11
-37.9 less-open 33 307 294 204 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.2 MW-63 62 52.27
-38.1 less-open 40 326 313 223 2
NW 291-335 44 3.1E-04 8.7E-01 0.2 0.3 MW-63 63 52.43
-38.3 open 47 319 306 216 2
NW 291-335 44 3.1E-04 8.7E-01 0.2 0.2 MW-63 64 52.62
-38.4 less-open 37 302 289 199 4
W 245-290 45 3.1E-04 8.7E-01 0.2 2.3 MW-63 65 52.69
-38.5 less-open 42 102 89 359 3
E 70-115 45 3.1E-04 8.7E-01 0.1 1.4 MW-63 66 52.81
-38.6 less-open 45 103 90 360 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.1 MW-63 67 52.92
-38.7 less-open 51 265 252 162 4
W 245-290 45 3.1E-04 8.7E-01 0.1 0.3 MW-63 68 53.56
-39.4 less-open 67 102 89 359 3
E 70-115 45 3.1E-04 8.7E-01 0.6 0.8 MW-63 69 53.59
-39.4 less-open 42 301 288 198 4
W 245-290 45 3.1E-04 8.7E-01 0.0 0.7 MW-63 70 53.70
-39.5 less-open 52 54 41 311 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.1 MW-63 71 53.77
-39.6 less-open 42 113 100 10 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.2 MW-63 72 54.09
-39.9 less-open 42 312 299 209 2
NW 291-335 44 3.1E-04 8.7E-01 0.3 1.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 63 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 73 54.16
-40.0 less-open 39 103 90 360 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.4 MW-63 74 54.50
-40.3 less-open 55 251 238 148 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.3 MW-63 75 54.70
-40.5 less-open 47 310 297 207 2
NW 291-335 44 3.1E-04 8.7E-01 0.2 0.6 MW-63 76 54.79
-40.6 less-open 45 299 286 196 4
W 245-290 45 3.1E-04 8.7E-01 0.1 1.2 MW-63 77 54.91
-40.7 open 49 296 283 193 4
W 245-290 45 3.1E-04 8.7E-01 0.1 0.1 MW-63 78 55.11
-40.9 less-open 42 81 68 338 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.2 MW-63 79 55.51
-41.3 less-open 40 105 92 2
3 E
70-115 45 3.1E-04 8.7E-01 0.4 1.4 MW-63 80 55.67
-41.5 less-open 42 299 286 196 4
W 245-290 45 3.1E-04 8.7E-01 0.2 0.8 MW-63 81 55.73
-41.6 less-open 45 107 94 4
3 E
70-115 45 3.1E-04 8.7E-01 0.1 0.2 MW-63 82 56.01
-41.8 less-open 47 291 278 188 4
W 245-290 45 3.1E-04 8.7E-01 0.3 0.3 MW-63 83 56.38
-42.2 less-open 47 302 289 199 4
W 245-290 45 3.1E-04 8.7E-01 0.4 0.4 MW-63 84 56.39
-42.2 less-open 41 89 76 346 3
E 70-115 45 3.1E-04 8.7E-01 0.0 0.7 MW-63 85 56.64
-42.5 less-open 62 308 295 205 2
NW 291-335 44 3.1E-04 8.7E-01 0.3 1.9 MW-63 86 57.19
-43.0 less-open 48 97 84 354 3
E 70-115 45 3.1E-04 8.7E-01 0.5 0.8 MW-63 87 57.25
-43.1 less-open 53 308 295 205 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.6 MW-63 88 57.36
-43.2 less-open 56 308 295 205 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.1 MW-63 89 57.49
-43.3 less-open 52 316 303 213 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.1 MW-63 90 57.61
-43.4 less-open 53 315 302 212 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.1 MW-63 91 57.80
-43.6 less-open 48 315 302 212 2
NW 291-335 44 3.1E-04 8.7E-01 0.2 0.2 MW-63 92 57.96
-43.8 less-open 48 307 294 204 2
NW 291-335 44 3.1E-04 8.7E-01 0.2 0.2 MW-63 93 58.41
-44.2 less-open 64 145 132 42 1
SE 116-165 49 3.1E-04 8.7E-01 0.4 6.8 MW-63 94 58.49
-44.3 less-open 33 273 260 170 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.1 MW-63 95 58.58
-44.4 less-open 52 101 88 358 3
E 70-115 45 3.1E-04 8.7E-01 0.1 1.4 MW-63 96 58.76
-44.6 less-open 47 92 79 349 3
E 70-115 45 3.1E-04 8.7E-01 0.2 0.2 MW-63 97 58.95
-44.8 less-open 47 301 288 198 4
W 245-290 45 3.1E-04 8.7E-01 0.2 2.6 MW-63 98 59.22
-45.0 less-open 33 79 66 336 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.3 MW-63 99 59.48
-45.3 less-open 43 97 84 354 3
E 70-115 45 3.1E-04 8.7E-01 0.3 0.7 MW-63 100 59.92
-45.7 less-open 36 94 81 351 3
E 70-115 45 3.1E-04 8.7E-01 0.4 0.4 MW-63 101 60.26
-46.1 less-open 40 295 282 192 4
W 245-290 45 3.1E-04 8.7E-01 0.3 1.3 MW-63 102 60.37
-46.2 less-open 54 78 65 335 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.1 MW-63 103 60.43
-46.3 less-open 37 306 293 203 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 2.5 MW-63 104 60.49
-46.3 less-open 53 103 90 360 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.6 MW-63 105 60.72
-46.5 less-open 69 325 312 222 2
NW 291-335 44 3.1E-04 8.7E-01 0.2 0.3 MW-63 106 60.95
-46.8 less-open 46 115 102 12 3
E 70-115 45 1.0E-04 2.9E-01 0.2 0.5 MW-63 107 61.39
-47.2 less-open 53 109 96 6
3 E
70-115 45 1.0E-04 2.9E-01 0.4 0.4 MW-63 108 61.54
-47.4 less-open 75 319 306 216 2
NW 291-335 44 1.0E-04 2.9E-01 0.1 0.8 MW-63 109 62.55
-48.4 less-open 46 127 114 24 3
E 70-115 45 1.0E-04 2.9E-01 1.0 1.2 MW-63 110 62.98
-48.8 less-open 72 123 110 20 3
E 70-115 45 1.0E-04 2.9E-01 0.4 0.4 MW-63 111 63.26
-49.1 less-open 45 295 282 192 4
W 245-290 45 1.0E-04 2.9E-01 0.3 3.0 MW-63 112 63.59
-49.4 less-open 31 258 245 155 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.3 MW-63 113 63.82
-49.6 less-open 59 104 91 1
3 E
70-115 45 1.0E-04 2.9E-01 0.2 0.8 MW-63 114 64.23
-50.1 less-open 36 265 252 162 4
W 245-290 45 1.0E-04 2.9E-01 0.4 1.0 MW-63 115 64.33
-50.2 less-open 65 98 85 355 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.5 MW-63 116 64.42
-50.2 less-open 64 93 80 350 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.1 MW-63 117 64.84
-50.7 less-open 55 92 79 349 3
E 70-115 45 1.0E-04 2.9E-01 0.4 0.4 MW-63 118 64.89
-50.7 less-open 23 128 115 25 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.0 MW-63 119 65
-50.8 less-open 56 98 85 355 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.2 MW-63 120 65.14
-51.0 less-open 45 92 79 349 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.1 MW-63 121 65.6
-51.4 less-open 42 96 83 353 3
E 70-115 45 1.0E-04 2.9E-01 0.5 0.5 MW-63 122 65.92
-51.7 less-open 52 86 73 343 3
E 70-115 45 1.0E-04 2.9E-01 0.3 0.3 MW-63 123 66.05
-51.9 less-open 57 89 76 346 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.1 MW-63 124 66.19
-52.0 less-open 45 96 83 353 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.1 MW-63 125 66.2
-52.0 less-open 63 251 238 148 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.0 MW-63 126 66.22
-52.0 less-open 80 298 285 195 4
W 245-290 45 1.0E-04 2.9E-01 0.0 2.0 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 64 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 127 66.3
-52.1 less-open 42 99 86 356 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.1 MW-63 128 66.5
-52.3 less-open 24 324 311 221 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.2 MW-63 129 66.66
-52.5 less-open 40 324 311 221 2
NW 291-335 44 1.0E-04 2.9E-01 0.2 5.1 MW-63 130 66.83
-52.7 less-open 29 309 296 206 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.2 MW-63 131 66.99
-52.8 less-open 43 83 70 340 3
E 70-115 45 1.0E-04 2.9E-01 0.2 0.7 MW-63 132 67.12
-52.9 less-open 58 91 78 348 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.1 MW-63 133 67.21
-53.0 less-open 43 87 74 344 3
E 70-115 45 1.0E-04 2.9E-01 0.1 0.1 MW-63 134 67.28
-53.1 less-open 49 290 277 187 4
W 245-290 45 1.0E-04 2.9E-01 0.1 1.1 MW-63 135 67.52
-53.3 less-open 51 329 316 226 2
NW 291-335 44 1.0E-04 2.9E-01 0.2 0.9 MW-63 136 67.74
-53.6 less-open 43 80 67 337 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.2 MW-63 137 67.88
-53.7 less-open 30 91 78 348 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.1 MW-63 138 68.18
-54.0 less-open 33 260 247 157 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.3 MW-63 139 68.53
-54.4 less-open 70 292 279 189 4
W 245-290 45 1.0E-04 2.9E-01 0.3 1.3 MW-63 140 68.55
-54.4 less-open 48 307 294 204 2
NW 291-335 44 1.0E-04 2.9E-01 0.0 1.0 MW-63 141 68.67
-54.5 less-open 30 82 69 339 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.1 MW-63 142 68.97
-54.8 less-open 68 294 281 191 4
W 245-290 45 1.0E-04 2.9E-01 0.3 0.4 MW-63 143 69.27
-55.1 less-open 31 336 323 233 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.3 MW-63 144 69.42
-55.2 less-open 24 111 98 8
NSR NSR NSR NSR 1.0E-04 2.9E-01 0.2 MW-63 145 69.72
-55.5 less-open 46 101 88 358 3
E 70-115 45 1.0E-04 2.9E-01 0.3 2.5 MW-63 146 69.95
-55.8 less-open 28 281 268 178 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.2 MW-63 147 70.03
-55.9 less-open 30 97 84 354 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.1 MW-63 148 70.4
-56.2 less-open 59 90 77 347 3
E 70-115 45 1.0E-04 2.9E-01 0.4 0.7 MW-63 149 70.95
-56.8 less-open 50 102 89 359 3
E 70-115 45 1.5E-04 4.3E-01 0.5 0.5 MW-63 150 70.97
-56.8 less-open 32 291 278 188 NSR NSR NSR NSR 1.5E-04 4.3E-01 0.0 MW-63 151 71.99
-57.8 less-open 50 100 87 357 3
E 70-115 45 1.5E-04 4.3E-01 1.0 1.0 MW-63 152 72.15
-58.0 less-open 81 341 328 238 NSR NSR NSR NSR 1.5E-04 4.3E-01 0.2 MW-63 153 72.32
-58.1 less-open 55 89 76 346 3
E 70-115 45 1.5E-04 4.3E-01 0.2 0.3 MW-63 154 72.65
-58.5 less-open 52 102 89 359 3
E 70-115 45 1.5E-04 4.3E-01 0.3 0.3 MW-63 155 72.67
-58.5 less-open 31 270 257 167 NSR NSR NSR NSR 1.5E-04 4.3E-01 0.0 MW-63 156 72.92
-58.7 less-open 39 95 82 352 3
E 70-115 45 1.5E-04 4.3E-01 0.3 0.3 MW-63 157 73.31
-59.1 less-open 53 105 92 2
3 E
70-115 45 1.5E-04 4.3E-01 0.4 0.4 MW-63 158 73.32
-59.1 less-open 44 324 311 221 2
NW 291-335 44 1.5E-04 4.3E-01 0.0 4.8 MW-63 159 73.53
-59.4 less-open 51 66 53 323 NSR NSR NSR NSR 1.5E-04 4.3E-01 0.2 MW-63 160 73.79
-59.6 less-open 41 93 80 350 3
E 70-115 45 1.5E-04 4.3E-01 0.3 0.5 MW-63 161 74.28
-60.1 less-open 51 107 94 4
3 E
70-115 45 1.5E-04 4.3E-01 0.5 0.5 MW-63 162 74.37
-60.2 less-open 47 101 88 358 3
E 70-115 45 1.5E-04 4.3E-01 0.1 0.1 MW-63 163 74.6
-60.4 less-open 68 314 301 211 2
NW 291-335 44 1.5E-04 4.3E-01 0.2 1.3 MW-63 164 75.33
-61.2 less-open 42 97 84 354 3
E 70-115 45 1.5E-04 4.3E-01 0.7 1.0 MW-63 165 75.36
-61.2 less-open 63 211 198 108 5
S 166-200 34 1.5E-04 4.3E-01 0.0 26.9 MW-63 166 75.46
-61.3 less-open 40 111 98 8
3 E
70-115 45 1.5E-04 4.3E-01 0.1 0.1 MW-63 167 75.57
-61.4 less-open 38 123 110 20 3
E 70-115 45 1.5E-04 4.3E-01 0.1 0.1 MW-63 168 75.79
-61.6 less-open 51 101 88 358 3
E 70-115 45 1.5E-04 4.3E-01 0.2 0.2 MW-63 169 76.21
-62.0 less-open 45 101 88 358 3
E 70-115 45 1.5E-04 4.3E-01 0.4 0.4 MW-63 170 76.33
-62.2 less-open 46 106 93 3
3 E
70-115 45 1.5E-04 4.3E-01 0.1 0.1 MW-63 171 76.96
-62.8 less-open 47 96 83 353 3
E 70-115 45 1.5E-04 4.3E-01 0.6 0.6 MW-63 172 77.13
-63.0 less-open 60 90 77 347 3
E 70-115 45 1.5E-04 4.3E-01 0.2 0.2 MW-63 173 77.65
-63.5 less-open 45 100 87 357 3
E 70-115 45 1.5E-04 4.3E-01 0.5 0.5 MW-63 174 77.88
-63.7 less-open 51 79 66 336 NSR NSR NSR NSR 1.5E-04 4.3E-01 0.2 MW-63 175 78.05
-63.9 less-open 63 320 307 217 2
NW 291-335 44 1.5E-04 4.3E-01 0.2 3.5 MW-63 176 78.07
-63.9 less-open 51 105 92 2
3 E
70-115 45 1.5E-04 4.3E-01 0.0 0.4 MW-63 177 78.58
-64.4 less-open 33 246 233 143 NSR NSR NSR NSR 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.5 MW-63 178 78.69
-64.5 less-open 32 256 243 153 NSR NSR NSR NSR 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.1 MW-63 179 78.79
-64.6 less-open 34 245 232 142 NSR NSR NSR NSR 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.1 MW-63 180 78.95
-64.8 less-open 37 250 237 147 NSR NSR NSR NSR 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 65 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 181 79.4
-65.2 less-open 49 232 219 129 NSR NSR NSR NSR 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.5 MW-63 182 79.44
-65.3 less-open 49 309 296 206 2
NW 291-335 44 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.0 1.4 MW-63 183 79.54
-65.4 less-open 55 101 88 358 3
E 70-115 45 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.1 1.5 MW-63 184 79.89
-65.7 less-open 63 219 206 116 NSR NSR NSR NSR 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.3 MW-63 185 80.26
-66.1 less-open 50 128 115 25 3
E 70-115 45 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.4 0.7 MW-63 186 80.52
-66.3 less-open 53 99 86 356 3
E 70-115 45 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.3 0.3 MW-63 187 80.58
-66.4 less-open 72 336 323 233 2
NW 291-335 44 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.1 1.1 MW-63 188 80.75
-66.6 less-open 36 194 181 91 5
S 166-200 34 1.5E-04 6.5E-04 4.3E-01 1.9E+00 0.2 5.4 MW-63 189 81.68
-67.5 less-open 78 333 320 230 2
NW 291-335 44 6.5E-04 1.9E+00 0.9 1.1 MW-63 190 83.34
-69.2 less-open 36 161 148 58 1
SE 116-165 49 6.5E-04 1.9E+00 1.7 24.9 MW-63 191 84.36
-70.2 less-open 45 148 135 45 1
SE 116-165 49 6.5E-04 1.9E+00 1.0 1.0 MW-63 192 84.37
-70.2 less-open 70 307 294 204 2
NW 291-335 44 6.5E-04 1.9E+00 0.0 2.7 MW-63 193 84.46
-70.3 less-open 64 332 319 229 2
NW 291-335 44 6.5E-04 1.9E+00 0.1 0.1 MW-63 194 84.95
-70.8 less-open 45 94 81 351 3
E 70-115 45 6.5E-04 1.9E+00 0.5 4.4 MW-63 195 85.13
-71.0 less-open 16 158 145 55 NSR NSR NSR NSR 6.5E-04 1.9E+00 0.2 MW-63 196 85.31
-71.1 less-open 36 202 189 99 5
S 166-200 34 6.5E-04 1.9E+00 0.2 4.6 MW-63 197 85.45
-71.3 less-open 20 316 303 213 NSR NSR NSR NSR 6.5E-04 1.9E+00 0.1 MW-63 198 85.69
-71.5 less-open 10 213 200 110 NSR NSR NSR NSR 6.5E-04 1.9E+00 0.2 MW-63 199 86.14
-72.0 less-open 78 150 137 47 1
SE 116-165 49 6.5E-04 1.9E+00 0.5 1.8 MW-63 200 86.31
-72.1 less-open 35 262 249 159 4
W 245-290 45 6.5E-04 1.9E+00 0.2 17.3 MW-63 201 86.98
-72.8 less-open 63 90 77 347 3
E 70-115 45 6.5E-04 1.9E+00 0.7 2.0 MW-63 202 87.16
-73.0 open 47 265 252 162 4
W 245-290 45 6.5E-04 1.9E+00 0.2 0.8 MW-63 203 87.19
-73.0 less-open 57 96 83 353 3
E 70-115 45 6.5E-04 1.9E+00 0.0 0.2 MW-63 204 87.64
-73.5 open 80 159 146 56 1
SE 116-165 49 6.5E-04 1.9E+00 0.5 1.5 MW-63 205 87.85
-73.7 less-open 36 312 299 209 2
NW 291-335 44 6.5E-04 1.9E+00 0.2 3.4 MW-63 206 88.37
-74.2 open 75 164 151 61 1
SE 116-165 49 6.5E-04 1.9E+00 0.5 0.7 MW-63 207 89.71
-75.5 open 74 140 127 37 1
SE 116-165 49 3.9E-04 1.1E+00 1.3 1.3 MW-63 208 89.86
-75.7 open 73 166 153 63 1
SE 116-165 49 3.9E-04 1.1E+00 0.2 0.2 MW-63 209 90.21
-76.0 less-open 35 162 149 59 1
SE 116-165 49 3.9E-04 1.1E+00 0.3 0.3 MW-63 210 90.56
-76.4 less-open 58 169 156 66 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 0.4 MW-63 211 90.67
-76.5 less-open 45 155 142 52 1
SE 116-165 49 3.9E-04 1.1E+00 0.1 0.1 MW-63 212 91.76
-77.6 less-open 80 340 327 237 2
NW 291-335 44 3.9E-04 1.1E+00 1.1 3.9 MW-63 213 91.76
-77.6 open 66 135 122 32 1
SE 116-165 49 3.9E-04 1.1E+00 0.0 1.1 MW-63 214 92.43
-78.3 open 66 148 135 45 1
SE 116-165 49 3.9E-04 1.1E+00 0.7 0.7 MW-63 215 92.49
-78.3 open 60 345 332 242 2
NW 291-335 44 3.9E-04 1.1E+00 0.1 0.7 MW-63 216 92.88
-78.7 open 61 130 117 27 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 0.4 MW-63 217 93.11
-78.9 open 62 179 166 76 5
S 166-200 34 3.9E-04 1.1E+00 0.2 7.8 MW-63 218 93.72
-79.5 less-open 70 168 155 65 1
SE 116-165 49 3.9E-04 1.1E+00 0.6 0.8 MW-63 219 94.16
-80.0 less-open 69 165 152 62 1
SE 116-165 49 3.9E-04 1.1E+00 0.4 0.4 MW-63 220 94.84
-80.7 open 52 140 127 37 1
SE 116-165 49 3.9E-04 1.1E+00 0.7 0.7 MW-63 221 95
-80.8 open 82 290 277 187 NSR NSR NSR NSR 3.9E-04 1.1E+00 0.2 MW-63 222 95.17
-81.0 less-open 70 154 141 51 1
SE 116-165 49 3.9E-04 1.1E+00 0.2 0.3 MW-63 223 95.45
-81.3 less-open 68 152 139 49 1
SE 116-165 49 3.9E-04 1.1E+00 0.3 0.3 MW-63 224 96.8
-82.6 open 82 125 112 22 NSR NSR NSR NSR 3.9E-04 1.1E+00 1.3 MW-63 225 97.09
-82.9 open 44 2
349 259 6
N 336-21 45 3.9E-04 1.1E+00 0.3 97.1 MW-63 226 97.49
-83.3 open 44 315 302 212 2
NW 291-335 44 3.9E-04 1.1E+00 0.4 5.0 MW-63 227 97.71
-83.5 less-open 50 301 288 198 4
W 245-290 45 3.9E-04 1.1E+00 0.2 10.6 MW-63 228 98.09
-83.9 less-open 40 307 294 204 2
NW 291-335 44 3.2E-05 9.0E-02 0.4 0.6 MW-63 229 98.31
-84.1 less-open 34 291 278 188 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.2 MW-63 230 98.51
-84.3 less-open 80 331 318 228 2
NW 291-335 44 3.2E-05 9.0E-02 0.2 0.4 MW-63 231 98.53
-84.4 less-open 34 286 273 183 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.0 MW-63 232 98.7
-84.5 less-open 48 246 233 143 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.2 MW-63 233 99.03
-84.9 less-open 29 242 229 139 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.3 MW-63 234 99.19
-85.0 less-open 76 162 149 59 1
SE 116-165 49 3.2E-05 9.0E-02 0.2 3.7 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 66 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 235 99.4
-85.2 less-open 49 248 235 145 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.2 MW-63 236 99.65
-85.5 less-open 32 306 293 203 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.3 MW-63 237 99.83
-85.7 less-open 26 270 257 167 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.2 MW-63 238 100.14
-86.0 less-open 37 255 242 152 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.3 MW-63 239 100.31
-86.1 less-open 42 97 84 354 3
E 70-115 45 3.2E-05 9.0E-02 0.2 13.1 MW-63 240 100.84
-86.7 less-open 29 260 247 157 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.5 MW-63 241 100.93
-86.8 less-open 65 155 142 52 1
SE 116-165 49 3.2E-05 9.0E-02 0.1 1.7 MW-63 242 101.62
-87.4 less-open 77 324 311 221 2
NW 291-335 44 3.2E-05 9.0E-02 0.7 3.1 MW-63 243 101.8
-87.6 less-open 45 316 303 213 2
NW 291-335 44 3.2E-05 9.0E-02 0.2 0.2 MW-63 244 102.05
-87.9 less-open 47 312 299 209 2
NW 291-335 44 3.2E-05 9.0E-02 0.3 0.3 MW-63 245 102.34
-88.2 less-open 29 275 262 172 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.3 MW-63 246 102.95
-88.8 less-open 51 195 182 92 5
S 166-200 34 3.2E-05 9.0E-02 0.6 9.8 MW-63 247 103.65
-89.5 less-open 60 154 141 51 1
SE 116-165 49 3.2E-05 9.0E-02 0.7 2.7 MW-63 248 103.7
-89.5 less-open 35 262 249 159 4
W 245-290 45 3.2E-05 9.0E-02 0.0 6.0 MW-63 249 104.08
-89.9 less-open 49 110 97 7
3 E
70-115 45 3.2E-05 9.0E-02 0.4 3.8 MW-63 250 104.64
-90.5 less-open 31 254 241 151 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.6 MW-63 251 104.73
-90.6 less-open 37 243 230 140 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.1 MW-63 252 105.1
-90.9 less-open 69 68 55 325 NSR NSR NSR NSR 3.2E-05 9.0E-02 0.4 MW-63 253 105.45
-91.3 less-open 54 98 85 355 3
E 70-115 45 3.2E-05 9.0E-02 0.4 1.4 MW-63 254 106.07
-91.9 less-open 46 312 299 209 2
NW 291-335 44 3.2E-05 9.0E-02 0.6 4.0 MW-63 255 107.43
-93.3 less-open 44 306 293 203 2
NW 291-335 44 3.2E-05 9.0E-02 1.4 1.4 MW-63 256 108.01
-93.8 less-open 37 279 266 176 4
W 245-290 45 3.2E-05 9.0E-02 0.6 4.3 MW-63 257 110.53
-96.4 less-open 52 319 306 216 2
NW 291-335 44 3.5E-04 1.0E+00 2.5 3.1 MW-63 258 110.61
-96.4 less-open 45 320 307 217 2
NW 291-335 44 3.5E-04 1.0E+00 0.1 0.1 MW-63 259 110.67
-96.5 less-open 52 320 307 217 2
NW 291-335 44 3.5E-04 1.0E+00 0.1 0.1 MW-63 260 112.57
-98.4 less-open 33 263 250 160 NSR NSR NSR NSR 3.5E-04 1.0E+00 1.9 MW-63 261 113.73
-99.6 less-open 58 344 331 241 2
NW 291-335 44 3.5E-04 1.0E+00 1.2 3.1 MW-63 262 113.74
-99.6 less-open 32 252 239 149 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.0 MW-63 263 114.13
-100.0 less-open 32 351 338 248 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.4 MW-63 264 114.32
-100.1 less-open 65 137 124 34 1
SE 116-165 49 3.5E-04 1.0E+00 0.2 10.7 MW-63 265 114.53
-100.4 less-open 27 274 261 171 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.2 MW-63 266 115.43
-101.3 less-open 30 253 240 150 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.9 MW-63 267 115.87
-101.7 less-open 63 96 83 353 3
E 70-115 45 3.5E-04 1.0E+00 0.4 10.4 MW-63 268 116.6
-102.4 less-open 65 140 127 37 1
SE 116-165 49 3.5E-04 1.0E+00 0.7 2.3 MW-63 269 117.6
-103.4 less-open 61 146 133 43 1
SE 116-165 49 3.5E-04 1.0E+00 1.0 1.0 MW-63 270 117.85
-103.7 less-open 62 161 148 58 1
SE 116-165 49 3.5E-04 1.0E+00 0.3 0.3 MW-63 271 117.87
-103.7 less-open 32 258 245 155 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.0 MW-63 272 118.6
-104.4 less-open 43 216 203 113 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.7 MW-63 273 119.11
-104.9 less-open 32 289 276 186 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.5 MW-63 274 119.37
-105.2 less-open 60 122 109 19 3
E 70-115 45 3.5E-04 1.0E+00 0.3 3.5 MW-63 275 119.84
-105.7 less-open 33 315 302 212 NSR NSR NSR NSR 3.5E-04 1.0E+00 0.5 MW-63 276 120.11
-105.9 less-open 72 97 84 354 3
E 70-115 45 TNP TNP 0.3 0.7 MW-63 277 120.27
-106.1 less-open 36 312 299 209 2
NW 291-335 44 TNP TNP 0.2 6.5 MW-63 278 120.71
-106.5 less-open 37 316 303 213 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-63 279 120.99
-106.8 less-open 29 314 301 211 NSR NSR NSR NSR TNP TNP 0.3 MW-63 280 121.06
-106.9 less-open 58 115 102 12 3
E 70-115 45 TNP TNP 0.1 1.0 MW-63 281 121.37
-107.2 less-open 38 326 313 223 2
NW 291-335 44 TNP TNP 0.3 0.7 MW-63 282 121.59
-107.4 less-open 66 137 124 34 1
SE 116-165 49 TNP TNP 0.2 3.7 MW-63 283 121.83
-107.7 less-open 55 293 280 190 4
W 245-290 45 TNP TNP 0.2 13.8 MW-63 284 122.97
-108.8 less-open 65 316 303 213 2
NW 291-335 44 1.1E-04 3.0E-01 1.1 1.6 MW-63 285 124.04
-109.9 open 38 327 314 224 2
NW 291-335 44 1.1E-04 3.0E-01 1.1 1.1 MW-63 286 124.44
-110.3 less-open 66 105 92 2
3 E
70-115 45 1.1E-04 3.0E-01 0.4 3.4 MW-63 287 124.75
-110.6 less-open 48 298 285 195 4
W 245-290 45 1.1E-04 3.0E-01 0.3 2.9 MW-63 288 124.99
-110.8 less-open 63 104 91 1
3 E
70-115 45 1.1E-04 3.0E-01 0.2 0.5 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 67 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 289 125.24
-111.1 less-open 60 120 107 17 3
E 70-115 45 1.1E-04 3.0E-01 0.3 0.3 MW-63 290 125.45
-111.3 less-open 61 122 109 19 3
E 70-115 45 1.1E-04 3.0E-01 0.2 0.2 MW-63 291 125.58
-111.4 less-open 62 104 91 1
3 E
70-115 45 1.1E-04 3.0E-01 0.1 0.1 MW-63 292 125.71
-111.5 less-open 66 115 102 12 3
E 70-115 45 1.1E-04 3.0E-01 0.1 0.1 MW-63 293 126
-111.8 less-open 53 128 115 25 3
E 70-115 45 1.1E-04 3.0E-01 0.3 0.3 MW-63 294 126.38
-112.2 less-open 60 114 101 11 3
E 70-115 45 1.1E-04 3.0E-01 0.4 0.4 MW-63 295 126.62
-112.4 less-open 57 123 110 20 3
E 70-115 45 1.1E-04 3.0E-01 0.2 0.2 MW-63 296 126.73
-112.6 less-open 55 118 105 15 3
E 70-115 45 1.1E-04 3.0E-01 0.1 0.1 MW-63 297 126.89
-112.7 less-open 65 123 110 20 3
E 70-115 45 1.1E-04 3.0E-01 0.2 0.2 MW-63 298 127.06
-112.9 less-open 50 94 81 351 3
E 70-115 45 1.1E-04 3.0E-01 0.2 0.2 MW-63 299 127.44
-113.3 less-open 55 122 109 19 3
E 70-115 45 1.1E-04 3.0E-01 0.4 0.4 MW-63 300 127.49
-113.3 less-open 82 339 326 236 NSR NSR NSR NSR 1.1E-04 3.0E-01 0.0 MW-63 301 127.69
-113.5 less-open 61 139 126 36 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 6.1 MW-63 302 127.88
-113.7 less-open 54 135 122 32 1
SE 116-165 49 1.1E-04 3.0E-01 0.2 0.2 MW-63 303 128.15
-114.0 less-open 57 137 124 34 1
SE 116-165 49 1.1E-04 3.0E-01 0.3 0.3 MW-63 304 128.55
-114.4 less-open 60 136 123 33 1
SE 116-165 49 1.1E-04 3.0E-01 0.4 0.4 MW-63 305 129.15
-115.0 less-open 55 108 95 5
3 E
70-115 45 1.1E-04 3.0E-01 0.6 1.7 MW-63 306 129.73
-115.6 less-open 55 113 100 10 3
E 70-115 45 1.1E-04 3.0E-01 0.6 0.6 MW-63 307 130.1
-115.9 less-open 47 116 103 13 3
E 70-115 45 1.1E-04 3.0E-01 0.4 0.4 MW-63 308 130.27
-116.1 less-open 66 283 270 180 4
W 245-290 45 1.1E-04 3.0E-01 0.2 5.5 MW-63 309 130.51
-116.3 less-open 57 117 104 14 3
E 70-115 45 1.1E-04 3.0E-01 0.2 0.4 MW-63 310 131.23
-117.1 less-open 60 301 288 198 4
W 245-290 45 1.1E-04 3.0E-01 0.7 1.0 MW-63 311 131.66
-117.5 less-open 59 120 107 17 3
E 70-115 45 1.1E-04 3.0E-01 0.4 1.2 MW-63 312 133.15
-119.0 less-open 59 106 93 3
3 E
70-115 45 1.1E-04 3.0E-01 1.5 1.5 MW-63 313 133.36
-119.2 less-open 75 103 90 360 3
E 70-115 45 TNP TNP 0.2 0.2 MW-63 314 133.38
-119.2 less-open 59 104 91 1
3 E
70-115 45 TNP TNP 0.0 0.0 MW-63 315 133.91
-119.7 less-open 61 105 92 2
3 E
70-115 45 TNP TNP 0.5 0.5 MW-63 316 134.06
-119.9 less-open 61 110 97 7
3 E
70-115 45 TNP TNP 0.2 0.2 MW-63 317 134.3
-120.1 less-open 58 112 99 9
3 E
70-115 45 TNP TNP 0.2 0.2 MW-63 318 134.37
-120.2 less-open 83 346 333 243 NSR NSR NSR NSR TNP TNP 0.1 MW-63 319 134.45
-120.3 less-open 58 111 98 8
3 E
70-115 45 TNP TNP 0.1 0.1 MW-63 320 134.82
-120.6 less-open 55 104 91 1
3 E
70-115 45 TNP TNP 0.4 0.4 MW-63 321 136.59
-122.4 less-open 36 294 281 191 4
W 245-290 45 TNP TNP 1.8 5.4 MW-63 322 136.77
-122.6 less-open 60 108 95 5
3 E
70-115 45 TNP TNP 0.2 2.0 MW-63 323 137.48
-123.3 less-open 60 117 104 14 3
E 70-115 45 TNP TNP 0.7 0.7 MW-63 324 137.51
-123.3 less-open 36 215 202 112 NSR NSR NSR NSR TNP TNP 0.0 MW-63 325 137.98
-123.8 less-open 59 115 102 12 3
E 70-115 45 TNP TNP 0.5 0.5 MW-63 326 138.02
-123.8 less-open 41 339 326 236 2
NW 291-335 44 TNP TNP 0.0 14.0 MW-63 327 138.11
-123.9 less-open 50 329 316 226 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-63 328 138.2
-124.0 less-open 54 116 103 13 3
E 70-115 45 TNP TNP 0.1 0.2 MW-63 329 138.37
-124.2 less-open 58 117 104 14 3
E 70-115 45 TNP TNP 0.2 0.2 MW-63 330 139.52
-125.3 less-open 49 127 114 24 3
E 70-115 45 TNP TNP 1.2 1.2 MW-63 331 139.96
-125.8 less-open 61 105 92 2
3 E
70-115 45 TNP TNP 0.4 0.4 MW-63 332 140.22
-126.0 less-open 39 256 243 153 NSR NSR NSR NSR TNP TNP 0.3 MW-63 333 140.73
-126.6 less-open 12 278 265 175 NSR NSR NSR NSR TNP TNP 0.5 MW-63 334 140.76
-126.6 less-open 15 274 261 171 NSR NSR NSR NSR TNP TNP 0.0 MW-63 335 142.05
-127.9 less-open 20 282 269 179 NSR NSR NSR NSR TNP TNP 1.3 MW-63 336 142.92
-128.7 less-open 30 350 337 247 NSR NSR NSR NSR TNP TNP 0.9 MW-63 337 143.3
-129.1 less-open 31 316 303 213 NSR NSR NSR NSR TNP TNP 0.4 MW-63 338 143.73
-129.6 less-open 40 82 69 339 NSR NSR NSR NSR TNP TNP 0.4 MW-63 339 144.08
-129.9 less-open 60 120 107 17 3
E 70-115 45 TNP TNP 0.4 4.1 MW-63 340 144.36
-130.2 less-open 51 107 94 4
3 E
70-115 45 TNP TNP 0.3 0.3 MW-63 341 144.94
-130.8 less-open 38 261 248 158 4
W 245-290 45 1.5E-05 4.4E-02 0.6 8.3 MW-63 342 146.06
-131.9 less-open 42 255 242 152 NSR NSR NSR NSR 1.5E-05 4.4E-02 1.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 68 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 343 146.07
-131.9 less-open 65 124 111 21 3
E 70-115 45 1.5E-05 4.4E-02 0.0 1.7 MW-63 344 146.92
-132.7 less-open 61 116 103 13 3
E 70-115 45 1.5E-05 4.4E-02 0.8 0.8 MW-63 345 147.26
-133.1 less-open 51 320 307 217 2
NW 291-335 44 1.5E-05 4.4E-02 0.3 9.1 MW-63 346 147.83
-133.7 less-open 55 125 112 22 3
E 70-115 45 1.5E-05 4.4E-02 0.6 0.9 MW-63 347 148.14
-134.0 less-open 61 112 99 9
3 E
70-115 45 1.5E-05 4.4E-02 0.3 0.3 MW-63 348 148.47
-134.3 less-open 66 331 318 228 2
NW 291-335 44 1.5E-05 4.4E-02 0.3 1.2 MW-63 349 148.77
-134.6 less-open 58 116 103 13 3
E 70-115 45 1.5E-05 4.4E-02 0.3 0.6 MW-63 350 149.09
-134.9 less-open 60 115 102 12 3
E 70-115 45 1.5E-05 4.4E-02 0.3 0.3 MW-63 351 149.22
-135.0 less-open 65 106 93 3
3 E
70-115 45 1.5E-05 4.4E-02 0.1 0.1 MW-63 352 149.64
-135.5 less-open 60 116 103 13 3
E 70-115 45 1.5E-05 4.4E-02 0.4 0.4 MW-63 353 150.34
-136.2 less-open 60 107 94 4
3 E
70-115 45 1.5E-05 4.4E-02 0.7 0.7 MW-63 354 151.25
-137.1 less-open 59 110 97 7
3 E
70-115 45 1.5E-05 4.4E-02 0.9 0.9 MW-63 355 151.37
-137.2 less-open 58 112 99 9
3 E
70-115 45 1.5E-05 4.4E-02 0.1 0.1 MW-63 356 151.64
-137.5 less-open 58 123 110 20 3
E 70-115 45 1.5E-05 4.4E-02 0.3 0.3 MW-63 357 151.91
-137.7 less-open 39 112 99 9
3 E
70-115 45 1.5E-05 4.4E-02 0.3 0.3 MW-63 358 152.17
-138.0 less-open 61 99 86 356 3
E 70-115 45 1.5E-05 4.4E-02 0.3 0.3 MW-63 359 153.02
-138.8 less-open 52 334 321 231 2
NW 291-335 44 1.5E-05 4.4E-02 0.9 4.6 MW-63 360 153.16
-139.0 less-open 61 117 104 14 3
E 70-115 45 1.5E-05 4.4E-02 0.1 1.0 MW-63 361 153.47
-139.3 less-open 64 122 109 19 3
E 70-115 45 1.5E-05 4.4E-02 0.3 0.3 MW-63 362 153.66
-139.5 less-open 65 119 106 16 3
E 70-115 45 1.5E-05 4.4E-02 0.2 0.2 MW-63 363 154.4
-140.2 less-open 60 130 117 27 1
SE 116-165 49 1.5E-05 4.4E-02 0.7 25.9 MW-63 364 154.4
-140.2 less-open 43 354 341 251 6
N 336-21 45 1.5E-05 4.4E-02 0.0 57.3 MW-63 365 154.62
-140.4 less-open 57 127 114 24 3
E 70-115 45 1.5E-05 4.4E-02 0.2 1.0 MW-63 366 154.76
-140.6 less-open 68 104 91 1
3 E
70-115 45 1.5E-05 4.4E-02 0.1 0.1 MW-63 367 154.85
-140.7 less-open 66 125 112 22 3
E 70-115 45 1.6E-04 4.6E-01 0.1 0.1 MW-63 368 155.01
-140.8 less-open 53 103 90 0
3 E
70-115 45 1.6E-04 4.6E-01 0.2 0.2 MW-63 369 155.09
-140.9 less-open 51 344 331 241 2
NW 291-335 44 1.6E-04 4.6E-01 0.1 2.1 MW-63 370 155.2
-141.0 less-open 57 116 103 13 3
E 70-115 45 1.6E-04 4.6E-01 0.1 0.2 MW-63 371 156.03
-141.9 less-open 43 351 338 248 6
N 336-21 45 1.6E-04 4.6E-01 0.8 1.6 MW-63 372 156.69
-142.5 less-open 48 349 336 246 6
N 336-21 45 1.6E-04 4.6E-01 0.7 0.7 MW-63 373 156.85
-142.7 less-open 40 337 324 234 2
NW 291-335 44 1.6E-04 4.6E-01 0.2 1.8 MW-63 374 157.09
-142.9 less-open 53 352 339 249 6
N 336-21 45 1.6E-04 4.6E-01 0.2 0.4 MW-63 375 157.62
-143.4 less-open 54 343 330 240 2
NW 291-335 44 1.6E-04 4.6E-01 0.5 0.8 MW-63 376 158.24
-144.1 less-open 58 132 119 29 1
SE 116-165 49 1.6E-04 4.6E-01 0.6 3.8 MW-63 377 159.36
-145.2 less-open 29 294 281 191 NSR NSR NSR NSR 1.6E-04 4.6E-01 1.1 MW-63 378 159.67
-145.5 less-open 59 132 119 29 1
SE 116-165 49 1.6E-04 4.6E-01 0.3 1.4 MW-63 379 160.18
-146.0 less-open 57 124 111 21 3
E 70-115 45 1.6E-04 4.6E-01 0.5 5.0 MW-63 380 160.22
-146.0 less-open 53 343 330 240 2
NW 291-335 44 1.6E-04 4.6E-01 0.0 2.6 MW-63 381 161.54
-147.4 less-open 55 128 115 25 3
E 70-115 45 1.6E-04 4.6E-01 1.3 1.4 MW-63 382 161.7
-147.5 less-open 57 124 111 21 3
E 70-115 45 1.6E-04 4.6E-01 0.2 0.2 MW-63 383 161.93
-147.8 less-open 44 142 129 39 1
SE 116-165 49 1.6E-04 4.6E-01 0.2 2.3 MW-63 384 162.15
-148.0 less-open 67 108 95 5
3 E
70-115 45 1.6E-04 4.6E-01 0.2 0.5 MW-63 385 162.68
-148.5 less-open 47 350 337 247 6
N 336-21 45 1.6E-04 4.6E-01 0.5 5.6 MW-63 386 162.69
-148.5 less-open 66 124 111 21 3
E 70-115 45 1.6E-04 4.6E-01 0.0 0.5 MW-63 387 162.94
-148.8 less-open 62 325 312 222 2
NW 291-335 44 1.6E-04 4.6E-01 0.3 2.7 MW-63 388 163.26
-149.1 less-open 43 342 329 239 2
NW 291-335 44 1.6E-04 4.6E-01 0.3 0.3 MW-63 389 163.49
-149.3 less-open 55 351 338 248 6
N 336-21 45 1.6E-04 4.6E-01 0.2 0.8 MW-63 390 163.86
-149.7 less-open 41 333 320 230 2
NW 291-335 44 1.6E-04 4.6E-01 0.4 0.6 MW-63 391 163.98
-149.8 less-open 45 306 293 203 2
NW 291-335 44 1.6E-04 4.6E-01 0.1 0.1 MW-63 392 164.13
-150.0 less-open 59 141 128 38 1
SE 116-165 49 1.6E-04 4.6E-01 0.2 2.2 MW-63 393 164.37
-150.2 less-open 40 342 329 239 2
NW 291-335 44 1.6E-04 4.6E-01 0.2 0.4 MW-63 394 164.6
-150.4 less-open 54 123 110 20 3
E 70-115 45 1.6E-04 4.6E-01 0.2 1.9 MW-63 395 164.95
-150.8 less-open 50 140 127 37 1
SE 116-165 49 1.4E-04 3.9E-01 0.3 0.8 MW-63 396 165.21
-151.0 less-open 49 132 119 29 1
SE 116-165 49 1.4E-04 3.9E-01 0.3 0.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 69 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-63 397 165.45
-151.3 less-open 54 145 132 42 1
SE 116-165 49 1.4E-04 3.9E-01 0.2 0.2 MW-63 398 166.06
-151.9 less-open 51 82 69 339 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.6 MW-63 399 166.6
-152.4 less-open 56 70 57 327 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.5 MW-63 400 166.98
-152.8 less-open 68 108 95 5
3 E
70-115 45 1.4E-04 3.9E-01 0.4 2.4 MW-63 401 168.52
-154.3 less-open 64 137 124 34 1
SE 116-165 49 1.4E-04 3.9E-01 1.5 3.1 MW-63 402 168.82
-154.6 less-open 34 237 224 134 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.3 MW-63 403 168.92
-154.7 less-open 71 133 120 30 1
SE 116-165 49 1.4E-04 3.9E-01 0.1 0.4 MW-63 404 169.65
-155.5 less-open 27 279 266 176 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.7 MW-63 405 170.45
-156.3 less-open 64 108 95 5
3 E
70-115 45 1.4E-04 3.9E-01 0.8 3.5 MW-63 406 170.84
-156.7 less-open 61 93 80 350 3
E 70-115 45 1.4E-04 3.9E-01 0.4 0.4 MW-63 407 171.09
-156.9 less-open 54 129 116 26 1
SE 116-165 49 1.4E-04 3.9E-01 0.3 2.2 MW-63 408 171.39
-157.2 less-open 61 108 95 5
3 E
70-115 45 1.4E-04 3.9E-01 0.3 0.5 MW-63 409 171.76
-157.6 less-open 61 288 275 185 4
W 245-290 45 1.4E-04 3.9E-01 0.4 26.8 MW-63 410 171.98
-157.8 less-open 24 263 250 160 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.2 MW-63 411 172.56
-158.4 less-open 28 295 282 192 NSR NSR NSR NSR 1.4E-04 3.9E-01 0.6 MW-63 412 173.05
-158.9 less-open 35 352 339 249 6
N 336-21 45 1.4E-04 3.9E-01 0.5 9.6 MW-63 413 173.74
-159.6 less-open 69 112 99 9
3 E
70-115 45 1.4E-04 3.9E-01 0.7 2.4 MW-63 414 174.05
-159.9 less-open 57 129 116 26 1
SE 116-165 49 1.4E-04 3.9E-01 0.3 3.0 MW-63 415 174.76
-160.6 less-open 39 27 14 284 6
N 336-21 45 1.4E-04 3.9E-01 0.7 1.7 MW-63 416 175.57
-161.4 less-open 40 24 11 281 6
N 336-21 45 TNP TNP 0.8 0.8 MW-63 417 175.65
-161.5 less-open 60 278 265 175 4
W 245-290 45 TNP TNP 0.1 3.9 MW-63 418 175.77
-161.6 less-open 62 315 302 212 2
NW 291-335 44 TNP TNP 0.1 11.4 MW-63 419 175.94
-161.8 less-open 52 347 334 244 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-63 420 177.35
-163.2 less-open 33 9
356 266 NSR NSR NSR NSR TNP TNP 1.4 MW-63 421 177.47
-163.3 less-open 32 320 307 217 NSR NSR NSR NSR TNP TNP 0.1 MW-63 422 177.81
-163.6 less-open 62 350 337 247 6
N 336-21 45 TNP TNP 0.3 2.2 MW-63 423 178.29
-164.1 less-open 62 319 306 216 2
NW 291-335 44 TNP TNP 0.5 2.3 MW-63 424 179.02
-164.8 less-open 61 107 94 4
3 E
70-115 45 TNP TNP 0.7 5.3 MW-63 425 179.24
-165.1 less-open 61 99 86 356 3
E 70-115 45 TNP TNP 0.2 0.2 MW-63 426 180.05
-165.9 less-open 32 244 231 141 NSR NSR NSR NSR TNP TNP 0.8 MW-63 427 181.5
-167.3 less-open 16 317 304 214 NSR NSR NSR NSR TNP TNP 1.4 MW-63 428 181.94
-167.8 less-open 45 50 37 307 NSR NSR NSR NSR TNP TNP 0.4 MW-63 429 182.03
-167.9 less-open 35 245 232 142 NSR NSR NSR NSR TNP TNP 0.1 MW-63 430 182.65
-168.5 less-open 68 94 81 351 3
E 70-115 45 TNP TNP 0.6 3.4 MW-63 431 182.87
-168.7 less-open 44 260 247 157 4
W 245-290 45 TNP TNP 0.2 7.2 MW-63 432 182.98
-168.8 less-open 75 356 343 253 6
N 336-21 45 TNP TNP 0.1 5.2 MW-63 433 183.9
-169.7 less-open 66 344 331 241 2
NW 291-335 44 TNP TNP 0.9 5.6 MW-63 434 184.13
-170.0 less-open 76 260 247 157 4
W 245-290 45 TNP TNP 0.2 1.3 MW-63 435 184.15
-170.0 less-open 68 347 334 244 2
NW 291-335 44 TNP TNP 0.0 0.3 MW-63 436 185.77
-171.6 less-open 40 319 306 216 2
NW 291-335 44 5.0E-04 1.4E+00 1.6 1.6 MW-63 437 186.13
-172.0 less-open 42 74 61 331 NSR NSR NSR NSR 5.0E-04 1.4E+00 0.4 MW-63 438 186.35
-172.2 less-open 45 227 214 124 NSR NSR NSR NSR 5.0E-04 1.4E+00 0.2 MW-63 439 186.96
-172.8 less-open 59 119 106 16 3
E 70-115 45 5.0E-04 1.4E+00 0.6 4.3 MW-63 440 187.67
-173.5 less-open 67 101 88 358 3
E 70-115 45 5.0E-04 1.4E+00 0.7 0.7 MW-63 441 188.52
-174.3 less-open 65 110 97 7
3 E
70-115 45 5.0E-04 1.4E+00 0.9 0.9 MW-63 442 189.02
-174.8 less-open 53 114 101 11 3
E 70-115 45 5.0E-04 1.4E+00 0.5 0.5 MW-63 443 189.31
-175.1 less-open 34 70 57 327 NSR NSR NSR NSR 5.0E-04 1.4E+00 0.3 MW-63 444 189.7
-175.5 less-open 35 57 44 314 NSR NSR NSR NSR 5.0E-04 1.4E+00 0.4 MW-63 445 190.61
-176.4 less-open 79 342 329 239 2
NW 291-335 44 5.0E-04 1.4E+00 0.9 4.8 MW-63 446 191.63
-177.5 less-open 89 349 336 246 NSR NSR NSR NSR 5.0E-04 1.4E+00 1.0 MW-65 1
38.18 31.5 less-open 21 237 224 134 NSR NSR NSR NSR 7.1E-05 2.0E-01 NA MW-65 2
38.34 31.4 less-open 47 146 133 43 1
SE 116-165 49 7.1E-05 2.0E-01 0.2 38.3 MW-65 3
38.86 30.9 less-open 60 147 134 44 1
SE 116-165 49 7.1E-05 2.0E-01 0.5 0.5 MW-65 4
38.99 30.7 less-open 83 331 318 228 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 70 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-65 5
40.82 28.9 less-open 70 352 339 249 6
N 336-21 45 7.1E-05 2.0E-01 1.8 40.8 MW-65 6
41.03 28.7 less-open 67 354 341 251 6
N 336-21 45 7.1E-05 2.0E-01 0.2 0.2 MW-65 7
42.35 27.4 less-open 80 297 284 194 4
W 245-290 45 7.1E-05 2.0E-01 1.3 42.4 MW-65 8
42.51 27.2 less-open 47 140 127 37 1
SE 116-165 49 7.1E-05 2.0E-01 0.2 3.7 MW-65 9
42.70 27.0 less-open 32 138 125 35 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.2 MW-65 10 42.90 26.8 less-open 36 124 111 21 3
E 70-115 45 7.1E-05 2.0E-01 0.2 42.9 MW-65 11 43.19 26.5 less-open 27 163 150 60 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.3 MW-65 12 43.47 26.3 less-open 69 291 278 188 4
W 245-290 45 7.1E-05 2.0E-01 0.3 1.1 MW-65 13 43.73 26.0 less-open 47 145 132 42 1
SE 116-165 49 7.1E-05 2.0E-01 0.3 1.2 MW-65 14 44.15 25.6 less-open 43 130 117 27 1
SE 116-165 49 7.1E-05 2.0E-01 0.4 0.4 MW-65 15 44.65 25.1 open 32 126 113 23 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.5 MW-65 16 45.01 24.7 less-open 44 152 139 49 1
SE 116-165 49 7.1E-05 2.0E-01 0.4 0.9 MW-65 17 45.10 24.6 less-open 21 130 117 27 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.1 MW-65 18 45.34 24.4 less-open 83 177 164 74 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.2 MW-65 19 45.58 24.1 less-open 47 145 132 42 1
SE 116-165 49 7.1E-05 2.0E-01 0.2 0.6 MW-65 20 46.63 23.1 less-open 42 133 120 30 1
SE 116-165 49 7.1E-05 2.0E-01 1.1 1.1 MW-65 21 46.90 22.8 less-open 39 146 133 43 1
SE 116-165 49 7.1E-05 2.0E-01 0.3 0.3 MW-65 22 47.13 22.6 less-open 50 160 147 57 1
SE 116-165 49 7.1E-05 2.0E-01 0.2 0.2 MW-65 23 47.61 22.1 less-open 83 175 162 72 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.5 MW-65 24 48.46 21.3 less-open 40 133 120 30 1
SE 116-165 49 7.1E-05 2.0E-01 0.9 1.3 MW-65 25 51.70 18.0 less-open 46 133 120 30 1
SE 116-165 49 TNP TNP 3.2 3.2 MW-65 26 52.01 17.7 less-open 45 147 134 44 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-65 27 52.15 17.6 less-open 31 187 174 84 NSR NSR NSR NSR TNP TNP 0.1 MW-65 28 52.34 17.4 less-open 78 351 338 248 6
N 336-21 45 TNP TNP 0.2 11.3 MW-65 29 53.61 16.1 less-open 44 132 119 29 1
SE 116-165 49 TNP TNP 1.3 1.6 MW-65 30 55.55 14.2 less-open 52 127 114 24 3
E 70-115 45 TNP TNP 1.9 12.7 MW-65 31 56.32 13.4 less-open 78 310 297 207 2
NW 291-335 44 TNP TNP 0.8 56.3 MW-65 32 56.64 13.1 less-open 52 137 124 34 1
SE 116-165 49 TNP TNP 0.3 3.0 MW-65 33 58.01 11.7 less-open 55 102 89 359 3
E 70-115 45 TNP TNP 1.4 2.5 MW-65 34 59.26 10.5 less-open 47 75 62 332 NSR NSR NSR NSR TNP TNP 1.3 MW-65 35 60.32 9.4 less-open 28 233 220 130 NSR NSR NSR NSR TNP TNP 1.1 MW-65 36 61.57 8.2 less-open 19 248 235 145 NSR NSR NSR NSR TNP TNP 1.3 MW-65 37 64.21 5.5 less-open 54 286 273 183 4
W 245-290 45 TNP TNP 2.6 20.7 MW-65 38 65.18 4.5 less-open 20 190 177 87 NSR NSR NSR NSR TNP TNP 1.0 MW-65 39 66.22 3.5 less-open 24 293 280 190 NSR NSR NSR NSR TNP TNP 1.0 MW-65 40 66.66 3.1 less-open 36 80 67 337 NSR NSR NSR NSR TNP TNP 0.4 MW-65 41 68.54 1.2 less-open 78 182 169 79 5
S 166-200 34 TNP TNP 1.9 68.5 MW-65 42 69.51 0.2 less-open 36 90 77 347 3
E 70-115 45 TNP TNP 1.0 11.5 MW-65 43 70.58
-0.9 less-open 29 68 55 325 NSR NSR NSR NSR TNP TNP 1.1 MW-65 44 70.89
-1.2 less-open 30 82 69 339 NSR NSR NSR NSR TNP TNP 0.3 MW-65 45 71.09
-1.4 less-open 41 46 33 303 NSR NSR NSR NSR TNP TNP 0.2 MW-65 46 71.56
-1.8 less-open 38 294 281 191 4
W 245-290 45 TNP TNP 0.5 7.4 MW-65 47 71.92
-2.2 less-open 63 344 331 241 2
NW 291-335 44 TNP TNP 0.4 15.6 MW-65 48 78.01
-8.3 less-open 77 109 96 6
3 E
70-115 45 TNP TNP 6.1 8.5 MW-65 49 79.38
-9.7 less-open 32 276 263 173 NSR NSR NSR NSR TNP TNP 1.4 MW-66 1
38.15
-24.1 open 23 355 342 252 NSR NSR NSR NSR 5.6E-04 1.6E+00 NA MW-66 2
38.35
-24.3 open 28 336 323 233 NSR NSR NSR NSR 5.6E-04 1.6E+00 0.2 MW-66 3
39.06
-25.0 less-open 13 308 295 205 NSR NSR NSR NSR 5.6E-04 1.6E+00 0.7 MW-66 4
39.83
-25.8 open 30 332 319 229 NSR NSR NSR NSR 5.6E-04 1.6E+00 0.8 MW-66 5
40.18
-26.2 less-open 20 281 268 178 NSR NSR NSR NSR 5.6E-04 1.6E+00 0.4 MW-66 6
40.40
-26.4 less-open 63 181 168 78 5
S 166-200 34 5.6E-04 1.6E+00 0.2 40.4 MW-66 7
40.52
-26.5 less-open 16 328 315 225 NSR NSR NSR NSR 5.6E-04 1.6E+00 0.1 MW-66 8
41.46
-27.4 less-open 42 309 296 206 2
NW 291-335 44 5.6E-04 1.6E+00 0.9 41.5 MW-66 9
41.79
-27.8 less-open 77 198 185 95 5
S 166-200 34 5.6E-04 1.6E+00 0.3 1.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 71 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-66 10 41.81
-27.8 less-open 76 167 154 64 1
SE 116-165 49 5.6E-04 1.6E+00 0.0 41.8 MW-66 11 41.98
-28.0 less-open 33 315 302 212 NSR NSR NSR NSR 5.6E-04 1.6E+00 0.2 MW-66 12 42.17
-28.1 less-open 30 281 268 178 NSR NSR NSR NSR 5.6E-04 1.6E+00 0.2 MW-66 13 43.15
-29.1 open 23 5
352 262 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 1.0 MW-66 14 43.27
-29.2 less-open 76 185 172 82 5
S 166-200 34 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.1 1.5 MW-66 15 43.75
-29.7 open 62 190 177 87 5
S 166-200 34 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.5 0.5 MW-66 16 44.00
-30.0 open 66 191 178 88 5
S 166-200 34 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.3 0.3 MW-66 17 44.19
-30.2 less-open 66 186 173 83 5
S 166-200 34 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.2 0.2 MW-66 18 44.82
-30.8 less-open 70 213 200 110 5
S 166-200 34 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.6 0.6 MW-66 19 44.86
-30.8 less-open 37 202 189 99 5
S 166-200 34 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.0 0.0 MW-66 20 45.88
-31.9 less-open 31 149 136 46 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 1.0 MW-66 21 46.24
-32.2 less-open 56 322 309 219 2
NW 291-335 44 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.4 4.8 MW-66 22 46.27
-32.2 less-open 33 233 220 130 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.0 MW-66 23 46.59
-32.6 less-open 42 291 278 188 4
W 245-290 45 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.3 46.6 MW-66 24 46.97
-32.9 less-open 37 132 119 29 1
SE 116-165 49 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.4 5.2 MW-66 25 47.38
-33.4 less-open 33 159 146 56 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.4 MW-66 26 47.44
-33.4 less-open 30 153 140 50 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.1 MW-66 27 47.68
-33.7 less-open 38 339 326 236 2
NW 291-335 44 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.2 1.4 MW-66 28 47.96
-33.9 open 55 325 312 222 2
NW 291-335 44 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.3 0.3 MW-66 29 48.39
-34.4 less-open 82 178 165 75 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.4 MW-66 30 48.54
-34.5 less-open 78 21 8
278 6
N 336-21 45 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.1 48.5 MW-66 31 49.07
-35.0 less-open 32 185 172 82 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.5 MW-66 32 49.67
-35.6 less-open 19 146 133 43 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.6 MW-66 33 49.78
-35.8 open 43 191 178 88 5
S 166-200 34 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.1 4.9 MW-66 34 50.32
-36.3 less-open 34 346 333 243 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.5 MW-66 35 50.61
-36.6 open 25 341 328 238 NSR NSR NSR NSR 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.3 MW-66 36 51.15
-37.1 less-open 77 134 121 31 1
SE 116-165 49 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.5 4.2 MW-66 37 51.34
-37.3 less-open 49 132 119 29 1
SE 116-165 49 5.6E-04 3.2E-05 1.6E+00 9.0E-02 0.2 0.2 MW-66 38 52.95
-38.9 less-open 57 122 109 19 3
E 70-115 45 3.2E-05 3.2E-05 9.0E-02 9.0E-02 1.6 53.0 MW-66 39 53.58
-39.6 less-open 48 111 98 8
3 E
70-115 45 TNP TNP 0.6 0.6 MW-66 40 53.68
-39.7 open 70 225 212 122 NSR NSR NSR NSR TNP TNP 0.1 MW-66 41 54.66
-40.6 less-open 29 346 333 243 NSR NSR NSR NSR TNP TNP 1.0 MW-66 42 54.99
-41.0 less-open 34 288 275 185 4
W 245-290 45 TNP TNP 0.3 8.4 MW-66 43 56.72
-42.7 less-open 52 324 311 221 2
NW 291-335 44 TNP TNP 1.7 8.8 MW-66 44 57.44
-43.4 less-open 77 96 83 353 3
E 70-115 45 TNP TNP 0.7 3.9 MW-66 45 58.45
-44.4 less-open 82 87 74 344 NSR NSR NSR NSR TNP TNP 1.0 MW-66 46 59.46
-45.4 less-open 83 91 78 348 NSR NSR NSR NSR TNP TNP 1.0 MW-66 47 59.75
-45.7 less-open 74 245 232 142 NSR NSR NSR NSR TNP TNP 0.3 MW-66 48 61.20
-47.2 less-open 29 317 304 214 NSR NSR NSR NSR TNP TNP 1.5 MW-66 49 61.56
-47.5 less-open 25 289 276 186 NSR NSR NSR NSR TNP TNP 0.4 MW-66 50 63.81
-49.8 less-open 54 209 196 106 5
S 166-200 34 1.4E-05 4.0E-02 2.3 14.0 MW-66 51 64.52
-50.5 less-open 45 118 105 15 3
E 70-115 45 1.4E-05 4.0E-02 0.7 7.1 MW-66 52 65.84
-51.8 less-open 50 128 115 25 3
E 70-115 45 1.4E-05 4.0E-02 1.3 1.3 MW-66 53 66.17
-52.1 less-open 28 99 86 356 NSR NSR NSR NSR 1.4E-05 4.0E-02 0.3 MW-66 54 66.20
-52.2 less-open 70 259 246 156 4
W 245-290 45 1.4E-05 4.0E-02 0.0 11.2 MW-66 55 66.39
-52.4 less-open 38 134 121 31 1
SE 116-165 49 1.4E-05 4.0E-02 0.2 15.1 MW-66 56 69.24
-55.2 less-open 57 191 178 88 5
S 166-200 34 1.4E-05 4.0E-02 2.8 5.4 MW-66 57 70.05
-56.0 less-open 45 117 104 14 3
E 70-115 45 1.4E-05 4.0E-02 0.8 4.2 MW-66 58 71.3
-57.3 less-open 82 271 258 168 NSR NSR NSR NSR 1.4E-05 4.0E-02 1.3 MW-66 59 72.28
-58.3 less-open 28 85 72 342 NSR NSR NSR NSR 1.4E-05 4.0E-02 1.0 MW-66 60 73.02
-59.0 less-open 77 270 257 167 4
W 245-290 45 1.4E-05 4.0E-02 0.7 6.8 MW-66 61 74.39
-60.4 less-open 30 347 334 244 NSR NSR NSR NSR TNP TNP 1.4 MW-66 62 74.85
-60.8 less-open 74 178 165 75 1
SE 116-165 49 TNP TNP 0.5 8.5 MW-66 63 75.92
-61.9 less-open 82 190 177 87 NSR NSR NSR NSR TNP TNP 1.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 72 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-66 64 81.78
-67.8 less-open 40 124 111 21 3
E 70-115 45 TNP TNP 5.9 11.7 MW-66 65 82.61
-68.6 less-open 80 356 343 253 6
N 336-21 45 TNP TNP 0.8 34.1 MW-66 66 84.24
-70.2 less-open 41 194 181 91 5
S 166-200 34 6.4E-05 1.8E-01 1.6 15.0 MW-66 67 85.01
-71.0 less-open 79 177 164 74 1
SE 116-165 49 6.4E-05 1.8E-01 0.8 10.2 MW-66 68 85.30
-71.3 less-open 81 178 165 75 1
SE 116-165 49 6.4E-05 1.8E-01 0.3 0.3 MW-66 69 86.06
-72.0 less-open 55 186 173 83 5
S 166-200 34 6.4E-05 1.8E-01 0.8 1.8 MW-66 70 86.61
-72.6 less-open 58 193 180 90 5
S 166-200 34 6.4E-05 1.8E-01 0.5 0.5 MW-66 71 87.23
-73.2 less-open 67 174 161 71 1
SE 116-165 49 6.4E-05 1.8E-01 0.6 1.9 MW-66 72 87.92
-73.9 less-open 66 189 176 86 5
S 166-200 34 6.4E-05 1.8E-01 0.7 1.3 MW-66 73 88.08
-74.1 less-open 73 177 164 74 1
SE 116-165 49 6.4E-05 1.8E-01 0.2 0.8 MW-66 74 88.59
-74.6 less-open 80 190 177 87 5
S 166-200 34 6.4E-05 1.8E-01 0.5 0.7 MW-66 75 89.39
-75.4 less-open 78 157 144 54 1
SE 116-165 49 6.4E-05 1.8E-01 0.8 1.3 MW-66 76 89.59
-75.6 less-open 82 165 152 62 NSR NSR NSR NSR 6.4E-05 1.8E-01 0.2 MW-66 77 90.41
-76.4 less-open 77 170 157 67 1
SE 116-165 49 6.4E-05 1.8E-01 0.8 1.0 MW-66 78 90.69
-76.7 less-open 71 152 139 49 1
SE 116-165 49 6.4E-05 1.8E-01 0.3 0.3 MW-66 79 90.97
-76.9 less-open 77 168 155 65 1
SE 116-165 49 6.4E-05 1.8E-01 0.3 0.3 MW-66 80 92.04
-78.0 less-open 85 163 150 60 NSR NSR NSR NSR 6.4E-05 1.8E-01 1.1 MW-66 81 93.29
-79.3 less-open 82 170 157 67 NSR NSR NSR NSR 6.4E-05 1.8E-01 1.3 MW-66 82 94.19
-80.2 less-open 84 170 157 67 NSR NSR NSR NSR TNP TNP 0.9 MW-66 83 94.86
-80.8 less-open 27 163 150 60 NSR NSR NSR NSR TNP TNP 0.7 MW-66 84 95.13
-81.1 less-open 42 161 148 58 1
SE 116-165 49 TNP TNP 0.3 4.2 MW-66 85 96.44
-82.4 less-open 79 180 167 77 5
S 166-200 34 TNP TNP 1.3 7.8 MW-66 86 96.45
-82.4 less-open 16 52 39 309 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.0 MW-66 87 100.43
-86.4 less-open 60 292 279 189 4
W 245-290 45 1.8E-05 5.0E-02 4.0 27.4 MW-66 88 100.92
-86.9 less-open 79 180 167 77 5
S 166-200 34 1.8E-05 5.0E-02 0.5 4.5 MW-66 89 101.1
-87.1 less-open 56 112 99 9
3 E
70-115 45 1.8E-05 5.0E-02 0.2 19.3 MW-66 90 101.87
-87.8 less-open 63 322 309 219 2
NW 291-335 44 1.8E-05 5.0E-02 0.8 45.2 MW-66 91 101.92
-87.9 less-open 76 175 162 72 1
SE 116-165 49 1.8E-05 5.0E-02 0.0 6.8 MW-66 92 103.15
-89.1 less-open 43 131 118 28 1
SE 116-165 49 1.8E-05 5.0E-02 1.2 1.2 MW-66 93 103.49
-89.5 less-open 51 128 115 25 3
E 70-115 45 1.8E-05 5.0E-02 0.3 2.4 MW-66 94 104.35
-90.3 less-open 36 338 325 235 2
NW 291-335 44 1.8E-05 5.0E-02 0.9 2.5 MW-66 95 108.02
-94.0 less-open 79 179 166 76 5
S 166-200 34 TNP TNP 3.7 7.1 MW-66 96 108.03
-94.0 less-open 39 5
352 262 6
N 336-21 45 TNP TNP 0.0 25.4 MW-66 97 109.47
-95.4 less-open 42 189 176 86 5
S 166-200 34 5.2E-04 1.5E+00 1.4 1.5 MW-66 98 110.60
-96.6 less-open 70 30 17 287 6
N 336-21 45 5.2E-04 1.5E+00 1.1 2.6 MW-66 99 111.91
-97.9 less-open 54 215 202 112 NSR NSR NSR NSR 5.2E-04 1.5E+00 1.3 MW-66 100 112.63
-98.6 less-open 66 349 336 246 6
N 336-21 45 5.2E-04 1.5E+00 0.7 2.0 MW-66 101 112.76
-98.7 less-open 62 352 339 249 6
N 336-21 45 5.2E-04 1.5E+00 0.1 0.1 MW-66 102 112.80
-98.8 less-open 47 73 60 330 NSR NSR NSR NSR 5.2E-04 1.5E+00 0.0 MW-66 103 113.18
-99.2 less-open 78 171 158 68 1
SE 116-165 49 5.2E-04 1.5E+00 0.4 10.0 MW-66 104 113.89
-99.9 less-open 72 191 178 88 5
S 166-200 34 5.2E-04 1.5E+00 0.7 4.4 MW-66 105 114.01
-100.0 less-open 75 188 175 85 5
S 166-200 34 5.2E-04 1.5E+00 0.1 0.1 MW-66 106 114.77
-100.7 less-open 86 172 159 69 NSR NSR NSR NSR 5.2E-04 1.5E+00 0.8 MW-66 107 115.82
-101.8 less-open 75 183 170 80 5
S 166-200 34 5.2E-04 1.5E+00 1.1 1.8 MW-66 108 116.06
-102.0 less-open 76 184 171 81 5
S 166-200 34 5.2E-04 1.5E+00 0.2 0.2 MW-66 109 116.66
-102.6 less-open 79 180 167 77 5
S 166-200 34 5.2E-04 1.5E+00 0.6 0.6 MW-66 110 117.61
-103.6 open 31 305 292 202 NSR NSR NSR NSR 5.2E-04 1.5E+00 1.0 MW-66 111 117.88
-103.9 less-open 38 336 323 233 2
NW 291-335 44 5.2E-04 1.5E+00 0.3 13.5 MW-66 112 118.17
-104.1 less-open 50 217 204 114 NSR NSR NSR NSR 5.2E-04 1.5E+00 0.3 MW-66 113 119.53
-105.5 less-open 62 233 220 130 NSR NSR NSR NSR TNP TNP 1.4 MW-66 114 120.57
-106.5 less-open 57 354 341 251 6
N 336-21 45 TNP TNP 1.0 7.8 MW-66 115 121.42
-107.4 less-open 59 334 321 231 2
NW 291-335 44 TNP TNP 0.9 3.5 MW-66 116 122.12
-108.1 less-open 40 190 177 87 5
S 166-200 34 TNP TNP 0.7 5.5 MW-66 117 122.97
-108.9 less-open 52 209 196 106 5
S 166-200 34 TNP TNP 0.8 0.8 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 73 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-66 118 123.23
-109.2 less-open 58 355 342 252 6
N 336-21 45 TNP TNP 0.3 2.7 MW-66 119 126.72
-112.7 less-open 36 356 343 253 6
N 336-21 45 TNP TNP 3.5 3.5 MW-66 120 127.43
-113.4 less-open 51 351 338 248 6
N 336-21 45 TNP TNP 0.7 0.7 MW-66 121 127.94
-113.9 less-open 40 344 331 241 2
NW 291-335 44 TNP TNP 0.5 6.5 MW-66 122 128.25
-114.2 less-open 40 339 326 236 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-66 123 129.69
-115.7 less-open 56 341 328 238 2
NW 291-335 44 TNP TNP 1.4 1.4 MW-66 124 130.05
-116.0 less-open 61 334 321 231 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-66 125 130.16
-116.1 less-open 53 205 192 102 5
S 166-200 34 TNP TNP 0.1 7.2 MW-66 126 130.62
-116.6 less-open 46 280 267 177 4
W 245-290 45 TNP TNP 0.5 30.2 MW-66 127 130.97
-116.9 less-open 39 213 200 110 5
S 166-200 34 3.2E-04 9.0E-01 0.3 0.8 MW-66 128 131.21
-117.2 less-open 43 282 269 179 4
W 245-290 45 3.2E-04 9.0E-01 0.2 0.6 MW-66 129 131.38
-117.4 less-open 46 204 191 101 5
S 166-200 34 3.2E-04 9.0E-01 0.2 0.4 MW-66 130 131.84
-117.8 less-open 52 204 191 101 5
S 166-200 34 3.2E-04 9.0E-01 0.5 0.5 MW-66 131 131.88
-117.9 less-open 76 352 339 249 6
N 336-21 45 3.2E-04 9.0E-01 0.0 4.4 MW-66 132 132.13
-118.1 less-open 53 210 197 107 5
S 166-200 34 3.2E-04 9.0E-01 0.3 0.3 MW-66 133 132.66
-118.6 less-open 45 342 329 239 2
NW 291-335 44 3.2E-04 9.0E-01 0.5 2.6 MW-66 134 132.69
-118.7 less-open 77 16 3
273 6
N 336-21 45 3.2E-04 9.0E-01 0.0 0.8 MW-66 135 132.77
-118.7 less-open 43 326 313 223 2
NW 291-335 44 3.2E-04 9.0E-01 0.1 0.1 MW-66 136 132.88
-118.9 less-open 42 330 317 227 2
NW 291-335 44 3.2E-04 9.0E-01 0.1 0.1 MW-66 137 133.42
-119.4 less-open 29 339 326 236 NSR NSR NSR NSR 3.2E-04 9.0E-01 0.5 MW-66 138 133.81
-119.8 less-open 59 312 299 209 2
NW 291-335 44 3.2E-04 9.0E-01 0.4 0.9 MW-66 139 133.85
-119.8 less-open 60 10 357 267 6
N 336-21 45 3.2E-04 9.0E-01 0.0 1.2 MW-66 140 134.61
-120.6 less-open 75 95 82 352 3
E 70-115 45 3.2E-04 9.0E-01 0.8 31.1 MW-66 141 134.76
-120.7 less-open 37 206 193 103 5
S 166-200 34 3.2E-04 9.0E-01 0.1 2.6 MW-66 142 135.04
-121.0 less-open 37 302 289 199 4
W 245-290 45 3.2E-04 9.0E-01 0.3 3.8 MW-66 143 135.47
-121.4 less-open 52 334 321 231 2
NW 291-335 44 3.2E-04 9.0E-01 0.4 1.7 MW-66 144 135.71
-121.7 less-open 41 327 314 224 2
NW 291-335 44 3.2E-04 9.0E-01 0.2 0.2 MW-66 145 135.87
-121.8 less-open 45 287 274 184 4
W 245-290 45 3.2E-04 9.0E-01 0.2 0.8 MW-66 146 135.88
-121.9 less-open 54 158 145 55 1
SE 116-165 49 3.2E-04 9.0E-01 0.0 22.7 MW-66 147 136.39
-122.4 less-open 52 328 315 225 2
NW 291-335 44 3.2E-04 9.0E-01 0.5 0.7 MW-66 148 136.64
-122.6 less-open 35 313 300 210 2
NW 291-335 44 3.2E-04 9.0E-01 0.3 0.3 MW-66 149 136.82
-122.8 less-open 44 301 288 198 4
W 245-290 45 3.2E-04 9.0E-01 0.2 0.9 MW-66 150 137.43
-123.4 less-open 41 297 284 194 4
W 245-290 45 3.2E-04 9.0E-01 0.6 0.6 MW-66 151 137.5
-123.5 less-open 36 292 279 189 4
W 245-290 45 3.2E-04 9.0E-01 0.1 0.1 MW-66 152 137.55
-123.5 less-open 21 258 245 155 NSR NSR NSR NSR 3.2E-04 9.0E-01 0.1 MW-66 153 137.68
-123.7 less-open 64 171 158 68 1
SE 116-165 49 3.2E-04 9.0E-01 0.1 1.8 MW-66 154 137.79
-123.8 less-open 37 297 284 194 4
W 245-290 45 3.2E-04 9.0E-01 0.1 0.3 MW-66 155 138.22
-124.2 less-open 49 325 312 222 2
NW 291-335 44 3.2E-04 9.0E-01 0.4 1.6 MW-66 156 138.45
-124.4 less-open 52 337 324 234 2
NW 291-335 44 3.2E-04 9.0E-01 0.2 0.2 MW-66 157 138.71
-124.7 less-open 31 185 172 82 NSR NSR NSR NSR 3.2E-04 9.0E-01 0.3 MW-66 158 138.98
-125.0 less-open 45 200 187 97 5
S 166-200 34 3.2E-04 9.0E-01 0.3 4.2 MW-66 159 139.16
-125.1 less-open 42 213 200 110 5
S 166-200 34 3.2E-04 9.0E-01 0.2 0.2 MW-66 160 139.36
-125.3 less-open 44 167 154 64 1
SE 116-165 49 3.2E-04 9.0E-01 0.2 1.7 MW-66 161 139.86
-125.8 less-open 68 308 295 205 2
NW 291-335 44 3.2E-04 9.0E-01 0.5 1.4 MW-66 162 139.96
-125.9 less-open 57 205 192 102 5
S 166-200 34 3.2E-04 9.0E-01 0.1 0.8 MW-66 163 140.9
-126.9 less-open 73 312 299 209 2
NW 291-335 44 3.2E-04 9.0E-01 0.9 1.0 MW-66 164 141.11
-127.1 less-open 23 337 324 234 NSR NSR NSR NSR TNP TNP 0.2 MW-66 165 141.74
-127.7 less-open 36 303 290 200 4
W 245-290 45 TNP TNP 0.6 4.0 MW-66 166 141.86
-127.8 less-open 55 109 96 6
3 E
70-115 45 TNP TNP 0.1 7.3 MW-66 167 141.88
-127.9 less-open 40 284 271 181 4
W 245-290 45 TNP TNP 0.0 0.1 MW-66 168 142.72
-128.7 less-open 58 124 111 21 3
E 70-115 45 2.5E-05 7.0E-02 0.8 0.9 MW-66 169 143.02
-129.0 less-open 62 321 308 218 2
NW 291-335 44 2.5E-05 7.0E-02 0.3 2.1 MW-66 170 143.5
-129.5 less-open 59 241 228 138 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.5 MW-66 171 143.56
-129.5 less-open 75 304 291 201 2
NW 291-335 44 2.5E-05 7.0E-02 0.1 0.5 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 74 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-66 172 143.58
-129.6 less-open 56 316 303 213 2
NW 291-335 44 2.5E-05 7.0E-02 0.0 0.0 MW-66 173 144.04
-130.0 less-open 56 115 102 12 3
E 70-115 45 2.5E-05 7.0E-02 0.5 1.3 MW-66 174 144.76
-130.7 less-open 63 114 101 11 3
E 70-115 45 2.5E-05 7.0E-02 0.7 0.7 MW-66 175 144.85
-130.8 less-open 44 298 285 195 4
W 245-290 45 2.5E-05 7.0E-02 0.1 3.0 MW-66 176 145.44
-131.4 less-open 54 311 298 208 2
NW 291-335 44 2.5E-05 7.0E-02 0.6 1.9 MW-66 177 145.44
-131.4 less-open 49 123 110 20 3
E 70-115 45 2.5E-05 7.0E-02 0.0 0.7 MW-66 178 146.66
-132.6 less-open 55 337 324 234 2
NW 291-335 44 2.5E-05 7.0E-02 1.2 1.2 MW-66 179 146.93
-132.9 less-open 49 329 316 226 2
NW 291-335 44 2.5E-05 7.0E-02 0.3 0.3 MW-66 180 147.24
-133.2 less-open 42 159 146 56 1
SE 116-165 49 2.5E-05 7.0E-02 0.3 7.9 MW-66 181 148.77
-134.7 less-open 71 109 96 6
3 E
70-115 45 2.5E-05 7.0E-02 1.5 3.3 MW-66 182 148.99
-135.0 less-open 56 102 89 359 3
E 70-115 45 2.5E-05 7.0E-02 0.2 0.2 MW-66 183 149.16
-135.1 less-open 57 108 95 5
3 E
70-115 45 2.5E-05 7.0E-02 0.2 0.2 MW-66 184 149.3
-135.3 less-open 52 102 89 359 3
E 70-115 45 2.5E-05 7.0E-02 0.1 0.1 MW-66 185 150.56
-136.5 less-open 61 123 110 20 3
E 70-115 45 2.5E-05 7.0E-02 1.3 1.3 MW-66 186 150.78
-136.8 less-open 51 103 90 360 3
E 70-115 45 2.5E-05 7.0E-02 0.2 0.2 MW-66 187 151.33
-137.3 less-open 70 230 217 127 NSR NSR NSR NSR 2.5E-05 7.0E-02 0.6 MW-66 188 152.83
-138.8 less-open 38 143 130 40 1
SE 116-165 49 4.9E-05 1.4E-01 1.5 5.6 MW-66 189 154.53
-140.5 less-open 57 115 102 12 3
E 70-115 45 4.9E-05 1.4E-01 1.7 3.8 MW-66 190 155.03
-141.0 less-open 63 109 96 6
3 E
70-115 45 4.9E-05 1.4E-01 0.5 0.5 MW-66 191 155.39
-141.4 less-open 66 107 94 4
3 E
70-115 45 4.9E-05 1.4E-01 0.4 0.4 MW-66 192 155.81
-141.8 less-open 63 112 99 9
3 E
70-115 45 4.9E-05 1.4E-01 0.4 0.4 MW-66 193 156.19
-142.2 less-open 25 300 287 197 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.4 MW-66 194 156.45
-142.4 less-open 30 332 319 229 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.3 MW-66 195 157.03
-143.0 less-open 56 120 107 17 3
E 70-115 45 4.9E-05 1.4E-01 0.6 1.2 MW-66 196 157.16
-143.1 less-open 35 322 309 219 2
NW 291-335 44 4.9E-05 1.4E-01 0.1 10.2 MW-66 197 157.75
-143.7 less-open 54 356 343 253 6
N 336-21 45 4.9E-05 1.4E-01 0.6 23.9 MW-66 198 158.47
-144.4 less-open 55 144 131 41 1
SE 116-165 49 4.9E-05 1.4E-01 0.7 5.6 MW-66 199 158.7
-144.7 less-open 58 350 337 247 6
N 336-21 45 4.9E-05 1.4E-01 0.2 0.9 MW-66 200 159.02
-145.0 less-open 42 329 316 226 2
NW 291-335 44 4.9E-05 1.4E-01 0.3 1.9 MW-66 201 159.95
-145.9 less-open 50 344 331 241 2
NW 291-335 44 4.9E-05 1.4E-01 0.9 0.9 MW-66 202 159.95
-145.9 less-open 44 109 96 6
3 E
70-115 45 4.9E-05 1.4E-01 0.0 2.9 MW-66 203 160.58
-146.6 less-open 50 213 200 110 5
S 166-200 34 4.9E-05 1.4E-01 0.6 20.6 MW-66 204 161.16
-147.1 less-open 36 288 275 185 4
W 245-290 45 4.9E-05 1.4E-01 0.6 16.3 MW-66 205 161.73
-147.7 less-open 30 300 287 197 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.6 MW-66 206 163.11
-149.1 less-open 44 104 91 1
3 E
70-115 45 6.0E-05 1.7E-01 1.4 3.2 MW-66 207 163.45
-149.4 less-open 41 108 95 5
3 E
70-115 45 6.0E-05 1.7E-01 0.3 0.3 MW-66 208 163.89
-149.9 less-open 42 353 340 250 6
N 336-21 45 6.0E-05 1.7E-01 0.4 5.2 MW-66 209 164.15
-150.1 less-open 68 104 91 1
3 E
70-115 45 6.0E-05 1.7E-01 0.3 0.7 MW-66 210 164.26
-150.2 less-open 58 108 95 5
3 E
70-115 45 6.0E-05 1.7E-01 0.1 0.1 MW-66 211 164.37
-150.3 less-open 60 109 96 6
3 E
70-115 45 6.0E-05 1.7E-01 0.1 0.1 MW-66 212 164.61
-150.6 less-open 54 350 337 247 6
N 336-21 45 6.0E-05 1.7E-01 0.2 0.7 MW-66 213 164.67
-150.6 less-open 47 348 335 245 2
NW 291-335 44 6.0E-05 1.7E-01 0.1 4.7 MW-66 214 165.88
-151.9 less-open 44 317 304 214 2
NW 291-335 44 6.0E-05 1.7E-01 1.2 1.2 MW-66 215 166.51
-152.5 less-open 81 168 155 65 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.6 MW-66 216 166.53
-152.5 less-open 43 322 309 219 2
NW 291-335 44 6.0E-05 1.7E-01 0.0 0.7 MW-66 217 167.67
-153.6 less-open 37 327 314 224 2
NW 291-335 44 6.0E-05 1.7E-01 1.1 1.1 MW-66 218 167.79
-153.8 less-open 42 313 300 210 2
NW 291-335 44 6.0E-05 1.7E-01 0.1 0.1 MW-66 219 167.81
-153.8 less-open 71 202 189 99 5
S 166-200 34 6.0E-05 1.7E-01 0.0 7.2 MW-66 220 168.7
-154.7 less-open 72 230 217 127 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.9 MW-66 221 169.15
-155.1 less-open 63 219 206 116 NSR NSR NSR NSR 6.0E-05 1.7E-01 0.5 MW-66 222 170.67
-156.6 less-open 52 335 322 232 2
NW 291-335 44 6.0E-05 1.7E-01 1.5 2.9 MW-66 223 170.94
-156.9 less-open 57 9
356 266 6
N 336-21 45 6.0E-05 1.7E-01 0.3 6.3 MW-66 224 171.24
-157.2 less-open 60 318 305 215 2
NW 291-335 44 6.0E-05 1.7E-01 0.3 0.6 MW-66 225 173.63
-159.6 less-open 51 344 331 241 2
NW 291-335 44 7.4E-05 2.1E-01 2.4 2.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 75 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-66 226 174.63
-160.6 less-open 45 322 309 219 2
NW 291-335 44 7.4E-05 2.1E-01 1.0 1.0 MW-66 227 175.1
-161.1 less-open 70 44 31 301 NSR NSR NSR NSR 7.4E-05 2.1E-01 0.5 MW-66 228 175.73
-161.7 less-open 52 325 312 222 2
NW 291-335 44 7.4E-05 2.1E-01 0.6 1.1 MW-66 229 175.98
-162.0 less-open 61 101 88 358 3
E 70-115 45 7.4E-05 2.1E-01 0.3 11.6 MW-66 230 176.02
-162.0 less-open 38 283 270 180 4
W 245-290 45 7.4E-05 2.1E-01 0.0 14.9 MW-66 231 176.57
-162.5 less-open 57 102 89 359 3
E 70-115 45 7.4E-05 2.1E-01 0.5 0.6 MW-66 232 177.31
-163.3 less-open 60 332 319 229 2
NW 291-335 44 7.4E-05 2.1E-01 0.7 1.6 MW-66 233 178.31
-164.3 less-open 50 323 310 220 2
NW 291-335 44 7.4E-05 2.1E-01 1.0 1.0 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 76 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-66 234 179.3
-165.3 less-open 41 326 313 223 2
NW 291-335 44 7.4E-05 2.1E-01 1.0 1.0 MW-66 235 179.86
-165.8 less-open 60 132 119 29 1
SE 116-165 49 7.4E-05 2.1E-01 0.6 21.4 MW-66 236 180.13
-166.1 less-open 42 308 295 205 2
NW 291-335 44 7.4E-05 2.1E-01 0.3 0.8 MW-66 237 180.66
-166.6 less-open 60 125 112 22 3
E 70-115 45 7.4E-05 2.1E-01 0.5 4.1 MW-66 238 180.83
-166.8 less-open 58 333 320 230 2
NW 291-335 44 7.4E-05 2.1E-01 0.2 0.7 MW-66 239 180.88
-166.9 less-open 56 126 113 23 3
E 70-115 45 7.4E-05 2.1E-01 0.0 0.2 MW-66 240 183
-169.0 less-open 76 185 172 82 5
S 166-200 34 1.5E-04 4.2E-01 2.1 15.2 MW-66 241 184.01
-170.0 less-open 46 296 283 193 4
W 245-290 45 1.5E-04 4.2E-01 1.0 8.0 MW-66 242 184.85
-170.8 less-open 42 126 113 23 3
E 70-115 45 1.5E-04 4.2E-01 0.8 4.0 MW-66 243 187.41
-173.4 less-open 43 302 289 199 4
W 245-290 45 1.5E-04 4.2E-01 2.6 3.4 MW-66 244 187.94
-173.9 less-open 53 303 290 200 4
W 245-290 45 1.5E-04 4.2E-01 0.5 0.5 MW-66 245 189.36
-175.3 less-open 77 332 319 229 2
NW 291-335 44 1.5E-04 4.2E-01 1.4 8.5 MW-66 246 189.65
-175.6 less-open 33 287 274 184 NSR NSR NSR NSR 1.5E-04 4.2E-01 0.3 MW-66 247 190.39
-176.4 less-open 38 128 115 25 3
E 70-115 45 1.5E-04 4.2E-01 0.7 5.5 MW-66 248 190.45
-176.4 less-open 48 328 315 225 2
NW 291-335 44 1.5E-04 4.2E-01 0.1 1.1 MW-66 249 190.72
-176.7 less-open 45 339 326 236 2
NW 291-335 44 1.5E-04 4.2E-01 0.3 0.3 MW-66 250 191.53
-177.5 less-open 30 290 277 187 NSR NSR NSR NSR 1.5E-04 4.2E-01 0.8 MW-66 251 195.62
-181.6 less-open 74 63 50 320 NSR NSR NSR NSR 1.5E-04 4.2E-01 4.1 MW-66 252 197.85
-183.8 less-open 52 124 111 21 3
E 70-115 45 1.5E-04 4.2E-01 2.2 7.5 MW-66 253 198.36
-184.3 less-open 89 309 296 206 NSR NSR NSR NSR 1.5E-04 4.2E-01 0.5 MW-66 254 198.79
-184.8 less-open 87 312 299 209 NSR NSR NSR NSR 1.5E-04 4.2E-01 0.4 RW-1 1
62.72 10.0 less-open 84 291 278 188 NSR NSR NSR NSR TNP TNP NA RW-1 2
63.12 9.6 less-open 69 276 263 173 4
W 245-290 45 TNP TNP 0.4 63.1 RW-1 3
63.22 9.5 less-open 46 117 104 14 3
E 70-115 45 TNP TNP 0.1 63.2 RW-1 4
65.31 7.4 less-open 36 117 104 14 3
E 70-115 45 TNP TNP 2.1 2.1 RW-1 5
65.50 7.2 less-open 72 306 293 203 2
NW 291-335 44 TNP TNP 0.2 65.5 RW-1 6
65.87 6.8 less-open 44 206 193 103 5
S 166-200 34 TNP TNP 0.4 65.9 RW-1 7
73.89
-1.2 open 78 327 314 224 2
NW 291-335 44 TNP TNP 8.0 8.4 RW-1 8
75.33
-2.6 less-open 26 75 62 332 NSR NSR NSR NSR TNP TNP 1.4 RW-1 9
79.44
-6.8 less-open 28 124 111 21 NSR NSR NSR NSR TNP TNP 4.1 RW-1 10 81.07
-8.4 less-open 60 248 235 145 NSR NSR NSR NSR TNP TNP 1.6 RW-1 11 83.58
-10.9 less-open 40 102 89 359 3
E 70-115 45 TNP TNP 2.5 18.3 RW-1 12 83.71
-11.0 less-open 42 112 99 9
3 E
70-115 45 TNP TNP 0.1 0.1 RW-1 13 83.82
-11.1 less-open 43 101 88 358 3
E 70-115 45 TNP TNP 0.1 0.1 RW-1 14 84.06
-11.4 less-open 43 209 196 106 5
S 166-200 34 TNP TNP 0.2 18.2 RW-1 15 87.09
-14.4 less-open 35 164 151 61 1
SE 116-165 49 TNP TNP 3.0 87.1 RW-1 16 87.31
-14.6 less-open 30 312 299 209 NSR NSR NSR NSR TNP TNP 0.2 RW-1 17 97.98
-25.3 less-open 38 184 171 81 5
S 166-200 34 TNP TNP 10.7 13.9 RW-1 18 100.46
-27.8 less-open 30 120 107 17 NSR NSR NSR NSR TNP TNP 2.5 RW-1 19 100.84
-28.2 less-open 50 329 316 226 2
NW 291-335 44 TNP TNP 0.4 27.0 RW-1 20 103.13
-30.4 less-open 51 195 182 92 5
S 166-200 34 TNP TNP 2.3 5.1 RW-1 21 111.58
-38.9 less-open 49 289 276 186 4
W 245-290 45 TNP TNP 8.5 48.5 RW-1 22 111.82
-39.1 less-open 43 141 128 38 1
SE 116-165 49 TNP TNP 0.2 24.7 RW-1 23 114.91
-42.2 less-open 55 147 134 44 1
SE 116-165 49 TNP TNP 3.1 3.1 RW-1 24 116.19
-43.5 open 54 156 143 53 1
SE 116-165 49 TNP TNP 1.3 1.3 RW-1 25 117.18
-44.5 less-open 61 116 103 13 3
E 70-115 45 TNP TNP 1.0 33.4 RW-1 26 119.45
-46.8 less-open 45 127 114 24 3
E 70-115 45 TNP TNP 2.3 2.3 RW-1 27 120.34
-47.7 less-open 34 116 103 13 3
E 70-115 45 TNP TNP 0.9 0.9 RW-1 28 124.07
-51.4 less-open 32 229 216 126 NSR NSR NSR NSR TNP TNP 3.7 RW-1 29 127.11
-54.4 less-open 87 153 140 50 NSR NSR NSR NSR TNP TNP 3.0 RW-1 30 127.16
-54.5 less-open 45 183 170 80 5
S 166-200 34 TNP TNP 0.0 24.0 RW-1 31 129.71
-57.0 less-open 47 303 290 200 4
W 245-290 45 TNP TNP 2.6 18.1 RW-1 32 134.61
-61.9 less-open 48 278 265 175 4
W 245-290 45 TNP TNP 4.9 4.9 RW-1 33 135.67
-63.0 less-open 49 260 247 157 4
W 245-290 45 TNP TNP 1.1 1.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 77 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
RW-1 34 136.95
-64.3 less-open 41 319 306 216 2
NW 291-335 44 TNP TNP 1.3 36.1 RW-1 35 137.89
-65.2 less-open 45 290 277 187 4
W 245-290 45 TNP TNP 0.9 2.2 RW-1 36 138.51
-65.8 less-open 43 292 279 189 4
W 245-290 45 TNP TNP 0.6 0.6 RW-1 37 138.64
-66.0 less-open 43 285 272 182 4
W 245-290 45 TNP TNP 0.1 0.1 RW-1 38 139.11
-66.4 less-open 28 270 257 167 NSR NSR NSR NSR TNP TNP 0.5 MW-67 1
32.54
-18.5 less-open 60 251 238 148 NSR NSR NSR NSR 3.1E-04 1.8E-05 8.9E-01 5.0E-02 NA MW-67 2
33.17
-19.1 less-open 72 347 334 244 2
NW 291-335 44 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.6 33.2 MW-67 3
33.71
-19.7 open 73 310 297 207 2
NW 291-335 44 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.5 0.5 MW-67 4
33.80
-19.8 less-open 53 297 284 194 4
W 245-290 45 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.1 33.8 MW-67 5
34.14
-20.1 less-open 71 188 175 85 5
S 166-200 34 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.3 34.1 MW-67 6
34.32
-20.3 less-open 73 190 177 87 5
S 166-200 34 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.2 0.2 MW-67 7
34.76
-20.7 less-open 52 273 260 170 4
W 245-290 45 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.4 1.0 MW-67 8
34.77
-20.7 less-open 74 82 69 339 NSR NSR NSR NSR 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.0 MW-67 9
35.05
-21.0 less-open 20 20 7
277 NSR NSR NSR NSR 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.3 MW-67 10 35.09
-21.1 less-open 62 171 158 68 1
SE 116-165 49 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.0 35.1 MW-67 11 35.15
-21.1 less-open 47 282 269 179 4
W 245-290 45 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.1 0.4 MW-67 12 35.29
-21.3 less-open 71 192 179 89 5
S 166-200 34 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.1 1.0 MW-67 13 35.74
-21.7 open 28 292 279 189 NSR NSR NSR NSR 3.1E-04 1.8E-05 8.9E-01 5.0E-02 0.5 MW-67 14 37.07
-23.0 less-open 69 319 306 216 2
NW 291-335 44 1.8E-05 5.0E-02 1.3 3.4 MW-67 15 37.13
-23.1 less-open 47 284 271 181 4
W 245-290 45 1.8E-05 5.0E-02 0.1 2.0 MW-67 16 37.13
-23.1 less-open 30 292 279 189 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.0 MW-67 17 37.59
-23.6 less-open 44 69 56 326 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.5 MW-67 18 37.60
-23.6 less-open 51 274 261 171 4
W 245-290 45 1.8E-05 5.0E-02 0.0 0.5 MW-67 19 38.06
-24.0 less-open 51 138 125 35 1
SE 116-165 49 1.8E-05 5.0E-02 0.5 3.0 MW-67 20 38.27
-24.2 less-open 55 256 243 153 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.2 MW-67 21 38.75
-24.7 less-open 33 257 244 154 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.5 MW-67 22 39.27
-25.2 less-open 46 207 194 104 5
S 166-200 34 1.8E-05 5.0E-02 0.5 4.0 MW-67 23 40.58
-26.6 open 44 310 297 207 2
NW 291-335 44 7.1E-06 1.8E-05 2.0E-02 5.0E-02 1.3 3.5 MW-67 24 41.15
-27.1 less-open 23 167 154 64 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.6 MW-67 25 41.29
-27.3 open 71 205 192 102 5
S 166-200 34 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 2.0 MW-67 26 41.52
-27.5 less-open 41 161 148 58 1
SE 116-165 49 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.2 3.5 MW-67 27 41.59
-27.6 less-open 40 316 303 213 2
NW 291-335 44 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 1.0 MW-67 28 41.74
-27.7 less-open 65 172 159 69 1
SE 116-165 49 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 0.2 MW-67 29 41.75
-27.7 less-open 76 213 200 110 5
S 166-200 34 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.0 0.5 MW-67 30 42.03
-28.0 less-open 72 208 195 105 5
S 166-200 34 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.3 0.3 MW-67 31 42.31
-28.3 less-open 53 245 232 142 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.3 MW-67 32 42.43
-28.4 less-open 69 140 127 37 1
SE 116-165 49 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 0.7 MW-67 33 42.57
-28.5 less-open 46 241 228 138 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 78 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 34 42.57
-28.5 less-open 67 320 307 217 2
NW 291-335 44 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.0 1.0 MW-67 35 42.66
-28.6 less-open 31 225 212 122 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 MW-67 36 43.12
-29.1 open 37 275 262 172 4
W 245-290 45 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.5 5.5 MW-67 37 43.58
-29.6 less-open 39 232 219 129 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.5 MW-67 38 43.72
-29.7 less-open 60 165 152 62 1
SE 116-165 49 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 1.3 MW-67 39 43.89
-29.9 less-open 78 180 167 77 5
S 166-200 34 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.2 1.9 MW-67 40 44.33
-30.3 less-open 34 245 232 142 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.4 MW-67 41 44.38
-30.4 less-open 44 150 137 47 1
SE 116-165 49 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.1 0.7 MW-67 42 44.60
-30.6 less-open 78 232 219 129 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.2 MW-67 43 44.90
-30.9 less-open 24 281 268 178 NSR NSR NSR NSR 7.1E-06 1.8E-05 2.0E-02 5.0E-02 0.3 MW-67 44 45.77
-31.7 less-open 28 135 122 32 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.9 MW-67 45 46.53
-32.5 less-open 70 123 110 20 3
E 70-115 45 7.1E-06 2.0E-02 0.8 46.5 MW-67 46 46.56
-32.5 less-open 68 145 132 42 1
SE 116-165 49 7.1E-06 2.0E-02 0.0 2.2 MW-67 47 48.20
-34.2 less-open 69 202 189 99 5
S 166-200 34 7.1E-06 2.0E-02 1.6 4.3 MW-67 48 48.63
-34.6 less-open 66 208 195 105 5
S 166-200 34 7.1E-06 2.0E-02 0.4 0.4 MW-67 49 48.75
-34.7 less-open 66 201 188 98 5
S 166-200 34 7.1E-06 2.0E-02 0.1 0.1 MW-67 50 49.00
-35.0 less-open 64 221 208 118 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.3 MW-67 51 49.23
-35.2 less-open 69 330 317 227 2
NW 291-335 44 7.1E-06 2.0E-02 0.2 6.7 MW-67 52 49.27
-35.2 less-open 62 202 189 99 5
S 166-200 34 7.1E-06 2.0E-02 0.0 0.5 MW-67 53 50.13
-36.1 open 24 11 358 268 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.9 MW-67 54 50.58
-36.6 less-open 20 93 80 350 NSR NSR NSR NSR 7.1E-06 2.0E-02 0.4 MW-67 55 52.47
-38.4 less-open 62 115 102 12 3
E 70-115 45 7.1E-06 2.0E-02 1.9 5.9 MW-67 56 53.59
-39.6 less-open 58 123 110 20 3
E 70-115 45 7.1E-06 2.0E-02 1.1 1.1 MW-67 57 54.25
-40.2 less-open 47 154 141 51 1
SE 116-165 49 TNP TNP 0.7 7.7 MW-67 58 54.77
-40.7 less-open 30 180 167 77 NSR NSR NSR NSR TNP TNP 0.5 MW-67 59 56.60
-42.6 less-open 65 332 319 229 2
NW 291-335 44 1.8E-05 5.0E-02 1.8 7.4 MW-67 60 58.73
-44.7 less-open 45 315 302 212 2
NW 291-335 44 1.8E-05 5.0E-02 2.1 2.1 MW-67 61 58.90
-44.9 less-open 48 228 215 125 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.2 MW-67 62 61.26
-47.2 less-open 59 178 165 75 1
SE 116-165 49 1.8E-05 5.0E-02 2.4 7.0 MW-67 63 62.04
-48.0 less-open 46 224 211 121 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.8 MW-67 64 62.21
-48.2 less-open 39 230 217 127 NSR NSR NSR NSR 1.8E-05 5.0E-02 0.2 MW-67 65 64.34
-50.3 less-open 45 304 291 201 2
NW 291-335 44 1.8E-05 5.0E-02 2.1 5.6 MW-67 66 65.20
-51.2 less-open 46 139 126 36 1
SE 116-165 49 1.8E-05 5.0E-02 0.9 3.9 MW-67 67 66.52
-52.5 less-open 46 125 112 22 3
E 70-115 45 1.8E-05 5.0E-02 1.3 12.9 MW-67 68 67.47
-53.4 less-open 75 332 319 229 2
NW 291-335 44 1.8E-05 5.0E-02 1.0 3.1 MW-67 69 67.64
-53.6 less-open 63 341 328 238 2
NW 291-335 44 1.8E-05 5.0E-02 0.2 0.2 MW-67 70 67.90
-53.9 less-open 57 322 309 219 2
NW 291-335 44 1.8E-05 5.0E-02 0.3 0.3 MW-67 71 69.65
-55.6 less-open 74 112 99 9
3 E
70-115 45 1.8E-05 5.0E-02 1.8 3.1 MW-67 72 70.77
-56.7 less-open 56 343 330 240 2
NW 291-335 44 TNP TNP 1.1 2.9 MW-67 73 71.36
-57.3 less-open 53 136 123 33 1
SE 116-165 49 TNP TNP 0.6 6.2 MW-67 74 71.96
-57.9 less-open 54 319 306 216 2
NW 291-335 44 TNP TNP 0.6 1.2 MW-67 75 73.58
-59.6 less-open 69 338 325 235 2
NW 291-335 44 TNP TNP 1.6 1.6 MW-67 76 73.71
-59.7 less-open 62 322 309 219 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-67 77 73.92
-59.9 less-open 56 137 124 34 1
SE 116-165 49 TNP TNP 0.2 2.6 MW-67 78 74.74
-60.7 less-open 62 122 109 19 3
E 70-115 45 TNP TNP 0.8 5.1 MW-67 79 76.06
-62.0 less-open 68 333 320 230 2
NW 291-335 44 TNP TNP 1.3 2.4 MW-67 80 76.24
-62.2 less-open 67 125 112 22 3
E 70-115 45 TNP TNP 0.2 1.5 MW-67 81 77.54
-63.5 less-open 63 325 312 222 2
NW 291-335 44 TNP TNP 1.3 1.5 MW-67 82 77.77
-63.7 less-open 66 332 319 229 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-67 83 77.93
-63.9 less-open 78 204 191 101 5
S 166-200 34 TNP TNP 0.2 28.7 MW-67 84 78.82
-64.8 less-open 62 108 95 5
3 E
70-115 45 TNP TNP 0.9 2.6 MW-67 85 79.05
-65.0 less-open 62 115 102 12 3
E 70-115 45 TNP TNP 0.2 0.2 MW-67 86 79.72
-65.7 less-open 69 327 314 224 2
NW 291-335 44 TNP TNP 0.7 2.0 MW-67 87 81.25
-67.2 less-open 77 31 18 288 6
N 336-21 45 TNP TNP 1.5 81.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 79 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 88 81.72
-67.7 less-open 35 344 331 241 2
NW 291-335 44 TNP TNP 0.5 2.0 MW-67 89 82.67
-68.6 less-open 76 341 328 238 2
NW 291-335 44 9.5E-05 2.7E-01 1.0 1.0 MW-67 90 83.25
-69.2 less-open 69 116 103 13 3
E 70-115 45 9.5E-05 2.7E-01 0.6 4.2 MW-67 91 84.12
-70.1 less-open 68 123 110 20 3
E 70-115 45 9.5E-05 2.7E-01 0.9 0.9 MW-67 92 84.73
-70.7 less-open 74 107 94 4
3 E
70-115 45 9.5E-05 2.7E-01 0.6 0.6 MW-67 93 85.10
-71.1 less-open 25 101 88 358 NSR NSR NSR NSR 9.5E-05 2.7E-01 0.4 MW-67 94 85.17
-71.1 less-open 71 121 108 18 3
E 70-115 45 9.5E-05 2.7E-01 0.1 0.4 MW-67 95 85.39
-71.4 less-open 78 186 173 83 5
S 166-200 34 9.5E-05 2.7E-01 0.2 7.5 MW-67 96 86.26
-72.2 less-open 57 323 310 220 2
NW 291-335 44 9.5E-05 2.7E-01 0.9 3.6 MW-67 97 87.30
-73.3 less-open 71 185 172 82 5
S 166-200 34 9.5E-05 2.7E-01 1.0 1.9 MW-67 98 88.14
-74.1 less-open 69 328 315 225 2
NW 291-335 44 9.5E-05 2.7E-01 0.8 1.9 MW-67 99 88.17
-74.1 less-open 73 131 118 28 1
SE 116-165 49 9.5E-05 2.7E-01 0.0 14.3 MW-67 100 89.61
-75.6 less-open 58 329 316 226 2
NW 291-335 44 9.5E-05 2.7E-01 1.4 1.5 MW-67 101 91.21
-77.2 less-open 63 335 322 232 2
NW 291-335 44 9.5E-05 2.7E-01 1.6 1.6 MW-67 102 93.22
-79.2 less-open 50 260 247 157 4
W 245-290 45 9.5E-05 2.7E-01 2.0 50.1 MW-67 103 94.34
-80.3 less-open 66 239 226 136 NSR NSR NSR NSR 9.5E-05 2.7E-01 1.1 MW-67 104 94.67
-80.6 less-open 72 222 209 119 NSR NSR NSR NSR 9.5E-05 2.7E-01 0.3 MW-67 105 94.94
-80.9 less-open 75 211 198 108 5
S 166-200 34 9.5E-05 2.7E-01 0.3 7.6 MW-67 106 95.82
-81.8 less-open 78 108 95 5
3 E
70-115 45 9.5E-05 2.7E-01 0.9 10.7 MW-67 107 97.07
-83.0 less-open 62 94 81 351 3
E 70-115 45 TNP TNP 1.3 1.3 MW-67 108 97.72
-83.7 less-open 80 179 166 76 5
S 166-200 34 TNP TNP 0.7 2.8 MW-67 109 97.86
-83.8 less-open 79 193 180 90 5
S 166-200 34 TNP TNP 0.1 0.1 MW-67 110 98.1
-84.1 less-open 62 343 330 240 2
NW 291-335 44 3.4E-04 9.6E-01 0.2 6.9 MW-67 111 99.51
-85.5 less-open 35 39 26 296 NSR NSR NSR NSR 3.4E-04 9.6E-01 1.4 MW-67 112 99.54
-85.5 less-open 75 182 169 79 5
S 166-200 34 3.4E-04 9.6E-01 0.0 1.7 MW-67 113 100.58
-86.6 less-open 24 5
352 262 NSR NSR NSR NSR 3.4E-04 9.6E-01 1.0 MW-67 114 101.27
-87.2 less-open 35 8
355 265 6
N 336-21 45 3.4E-04 9.6E-01 0.7 20.0 MW-67 115 101.78
-87.8 less-open 48 228 215 125 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.5 MW-67 116 102.46
-88.4 less-open 41 196 183 93 5
S 166-200 34 3.4E-04 9.6E-01 0.7 2.9 MW-67 117 102.47
-88.4 less-open 70 346 333 243 2
NW 291-335 44 3.4E-04 9.6E-01 0.0 4.4 MW-67 118 102.85
-88.8 less-open 26 201 188 98 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.4 MW-67 119 103.38
-89.4 less-open 51 118 105 15 3
E 70-115 45 3.4E-04 9.6E-01 0.5 6.3 MW-67 120 103.47
-89.4 less-open 46 131 118 28 1
SE 116-165 49 3.4E-04 9.6E-01 0.1 15.3 MW-67 121 103.75
-89.7 less-open 74 351 338 248 6
N 336-21 45 3.4E-04 9.6E-01 0.3 2.5 MW-67 122 104.23
-90.2 less-open 46 165 152 62 1
SE 116-165 49 3.4E-04 9.6E-01 0.5 0.8 MW-67 123 104.59
-90.6 less-open 61 216 203 113 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.4 MW-67 124 104.68
-90.7 less-open 66 347 334 244 2
NW 291-335 44 3.4E-04 9.6E-01 0.1 2.2 MW-67 125 105.26
-91.2 less-open 56 353 340 250 6
N 336-21 45 3.4E-04 9.6E-01 0.6 1.5 MW-67 126 105.27
-91.2 less-open 74 344 331 241 2
NW 291-335 44 3.4E-04 9.6E-01 0.0 0.6 MW-67 127 106.01
-92.0 less-open 72 323 310 220 2
NW 291-335 44 3.4E-04 9.6E-01 0.7 0.7 MW-67 128 106.13
-92.1 open 53 244 231 141 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.1 MW-67 129 106.46
-92.4 less-open 77 119 106 16 3
E 70-115 45 3.4E-04 9.6E-01 0.3 3.1 MW-67 130 106.69
-92.7 less-open 82 184 171 81 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.2 MW-67 131 107.03
-93.0 less-open 71 335 322 232 2
NW 291-335 44 3.4E-04 9.6E-01 0.3 1.0 MW-67 132 107.18
-93.2 less-open 64 124 111 21 3
E 70-115 45 3.4E-04 9.6E-01 0.2 0.7 MW-67 133 107.4
-93.4 less-open 70 337 324 234 2
NW 291-335 44 3.4E-04 9.6E-01 0.2 0.4 MW-67 134 107.62
-93.6 less-open 57 210 197 107 5
S 166-200 34 3.4E-04 9.6E-01 0.2 5.2 MW-67 135 108.31
-94.3 open 65 351 338 248 6
N 336-21 45 3.4E-04 9.6E-01 0.7 3.1 MW-67 136 108.36
-94.3 less-open 30 192 179 89 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.0 MW-67 137 108.48
-94.5 less-open 44 208 195 105 5
S 166-200 34 3.4E-04 9.6E-01 0.1 0.9 MW-67 138 109
-95.0 less-open 27 173 160 70 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.5 MW-67 139 109.37
-95.3 less-open 66 352 339 249 6
N 336-21 45 3.4E-04 9.6E-01 0.4 1.1 MW-67 140 109.55
-95.5 less-open 35 121 108 18 3
E 70-115 45 3.4E-04 9.6E-01 0.2 2.4 MW-67 141 109.72
-95.7 less-open 68 118 105 15 3
E 70-115 45 3.4E-04 9.6E-01 0.2 0.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 80 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 142 110.42
-96.4 less-open 6
29 16 286 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.7 MW-67 143 110.53
-96.5 less-open 9
49 36 306 NSR NSR NSR NSR 3.4E-04 9.6E-01 0.1 MW-67 144 112.27
-98.2 less-open 76 354 341 251 6
N 336-21 45 3.4E-04 9.6E-01 1.7 2.9 MW-67 145 112.28
-98.3 less-open 66 312 299 209 2
NW 291-335 44 3.4E-04 9.6E-01 0.0 4.9 MW-67 146 112.68
-98.7 less-open 71 350 337 247 6
N 336-21 45 3.4E-04 9.6E-01 0.4 0.4 MW-67 147 112.99
-99.0 less-open 72 346 333 243 2
NW 291-335 44 3.4E-04 9.6E-01 0.3 0.7 MW-67 148 113.18
-99.2 less-open 67 343 330 240 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-67 149 113.24
-99.2 less-open 41 216 203 113 NSR NSR NSR NSR TNP TNP 0.1 MW-67 150 114.56
-100.5 less-open 62 348 335 245 2
NW 291-335 44 TNP TNP 1.3 1.4 MW-67 151 115.13
-101.1 less-open 32 155 142 52 NSR NSR NSR NSR TNP TNP 0.6 MW-67 152 115.27
-101.2 less-open 64 334 321 231 2
NW 291-335 44 TNP TNP 0.1 0.7 MW-67 153 115.99
-102.0 less-open 52 140 127 37 1
SE 116-165 49 TNP TNP 0.7 11.8 MW-67 154 116.04
-102.0 less-open 63 305 292 202 2
NW 291-335 44 TNP TNP 0.1 0.8 MW-67 155 116.04
-102.0 less-open 62 342 329 239 2
NW 291-335 44 TNP TNP 0.0 0.0 MW-67 156 116.8
-102.8 less-open 56 332 319 229 2
NW 291-335 44 TNP TNP 0.8 0.8 MW-67 157 117.03
-103.0 less-open 47 334 321 231 2
NW 291-335 44 7.1E-05 2.0E-01 0.2 0.2 MW-67 158 117.2
-103.2 less-open 38 323 310 220 2
NW 291-335 44 7.1E-05 2.0E-01 0.2 0.2 MW-67 159 118.85
-104.8 less-open 58 315 302 212 2
NW 291-335 44 7.1E-05 2.0E-01 1.6 1.6 MW-67 160 120.13
-106.1 less-open 52 325 312 222 2
NW 291-335 44 7.1E-05 2.0E-01 1.3 1.3 MW-67 161 120.85
-106.8 less-open 64 76 63 333 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.7 MW-67 162 121.48
-107.5 less-open 65 75 62 332 NSR NSR NSR NSR 7.1E-05 2.0E-01 0.6 MW-67 163 121.97
-107.9 less-open 64 105 92 2
3 E
70-115 45 7.1E-05 2.0E-01 0.5 12.3 MW-67 164 122.32
-108.3 less-open 81 354 341 251 6
N 336-21 45 7.1E-05 2.0E-01 0.3 9.6 MW-67 165 122.56
-108.5 less-open 75 211 198 108 5
S 166-200 34 7.1E-05 2.0E-01 0.2 14.1 MW-67 166 122.97
-108.9 less-open 74 109 96 6
3 E
70-115 45 7.1E-05 2.0E-01 0.4 1.0 MW-67 167 123.33
-109.3 less-open 52 359 346 256 6
N 336-21 45 7.1E-05 2.0E-01 0.4 1.0 MW-67 168 124.1
-110.1 less-open 48 315 302 212 2
NW 291-335 44 7.1E-05 2.0E-01 0.8 4.0 MW-67 169 124.52
-110.5 less-open 73 188 175 85 5
S 166-200 34 7.1E-05 2.0E-01 0.4 2.0 MW-67 170 124.66
-110.6 less-open 64 303 290 200 4
W 245-290 45 7.1E-05 2.0E-01 0.1 31.4 MW-67 171 125.41
-111.4 less-open 38 306 293 203 2
NW 291-335 44 7.1E-05 2.0E-01 0.8 1.3 MW-67 172 125.5
-111.5 less-open 41 309 296 206 2
NW 291-335 44 7.1E-05 2.0E-01 0.1 0.1 MW-67 173 125.64
-111.6 less-open 38 169 156 66 1
SE 116-165 49 7.1E-05 2.0E-01 0.1 9.7 MW-67 174 125.86
-111.8 less-open 65 106 93 3
3 E
70-115 45 7.1E-05 2.0E-01 0.2 2.9 MW-67 175 127.43
-113.4 less-open 40 350 337 247 6
N 336-21 45 7.1E-05 2.0E-01 1.6 4.1 MW-67 176 128.1
-114.1 less-open 70 225 212 122 NSR NSR NSR NSR 7.1E-05 1.2E-04 2.0E-01 3.4E-01 0.7 MW-67 177 130.01
-116.0 less-open 31 341 328 238 NSR NSR NSR NSR 7.1E-05 1.2E-04 2.0E-01 3.4E-01 1.9 MW-67 178 130.59
-116.6 less-open 70 178 165 75 1
SE 116-165 49 7.1E-05 1.2E-04 2.0E-01 3.4E-01 0.6 5.0 MW-67 179 130.71
-116.7 less-open 37 317 304 214 2
NW 291-335 44 7.1E-05 1.2E-04 2.0E-01 3.4E-01 0.1 5.2 MW-67 180 130.83
-116.8 less-open 71 177 164 74 1
SE 116-165 49 7.1E-05 1.2E-04 2.0E-01 3.4E-01 0.1 0.2 MW-67 181 131.18
-117.2 less-open 76 168 155 65 1
SE 116-165 49 7.1E-05 1.2E-04 2.0E-01 3.4E-01 0.3 0.3 MW-67 182 131.76
-117.7 less-open 69 183 170 80 5
S 166-200 34 7.1E-05 1.2E-04 2.0E-01 3.4E-01 0.6 7.2 MW-67 183 133.27
-119.2 less-open 71 174 161 71 1
SE 116-165 49 1.9E-04 1.2E-04 5.3E-01 3.4E-01 1.5 2.1 MW-67 184 134.59
-120.6 less-open 37 17 4
274 6
N 336-21 45 1.9E-04 1.2E-04 5.3E-01 3.4E-01 1.3 7.2 MW-67 185 135.11
-121.1 less-open 75 177 164 74 1
SE 116-165 49 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.5 1.8 MW-67 186 135.36
-121.3 less-open 35 346 333 243 2
NW 291-335 44 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.3 4.7 MW-67 187 136.09
-122.1 less-open 74 183 170 80 5
S 166-200 34 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.7 4.3 MW-67 188 136.51
-122.5 less-open 74 176 163 73 1
SE 116-165 49 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.4 1.4 MW-67 189 136.6
-122.6 less-open 47 334 321 231 2
NW 291-335 44 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.1 1.2 MW-67 190 136.83
-122.8 less-open 70 192 179 89 5
S 166-200 34 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.2 0.7 MW-67 191 137.64
-123.6 less-open 70 185 172 82 5
S 166-200 34 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.8 0.8 MW-67 192 137.85
-123.8 less-open 68 184 171 81 5
S 166-200 34 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.2 0.2 MW-67 193 138.38
-124.4 less-open 67 244 231 141 NSR NSR NSR NSR 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.5 MW-67 194 138.95
-124.9 less-open 57 240 227 137 NSR NSR NSR NSR 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.6 MW-67 195 140.07
-126.0 less-open 71 170 157 67 1
SE 116-165 49 1.9E-04 1.2E-04 5.3E-01 3.4E-01 1.1 3.6 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 81 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 196 140.49
-126.5 less-open 14 204 191 101 NSR NSR NSR NSR 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.4 MW-67 197 140.99
-127.0 less-open 48 197 184 94 5
S 166-200 34 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.5 3.1 MW-67 198 141.34
-127.3 less-open 45 204 191 101 5
S 166-200 34 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.3 0.3 MW-67 199 141.81
-127.8 less-open 64 10 357 267 6
N 336-21 45 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.5 7.2 MW-67 200 142.07
-128.0 less-open 49 113 100 10 3
E 70-115 45 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.3 16.2 MW-67 201 142.37
-128.3 less-open 80 3
350 260 6
N 336-21 45 1.9E-04 1.2E-04 5.3E-01 3.4E-01 0.3 0.6 MW-67 202 143.37
-129.3 less-open 81 357 344 254 6
N 336-21 45 1.9E-04 5.3E-01 1.0 1.0 MW-67 203 144.77
-130.7 less-open 52 345 332 242 2
NW 291-335 44 1.9E-04 5.3E-01 1.4 8.2 MW-67 204 145.31
-131.3 less-open 49 340 327 237 2
NW 291-335 44 1.9E-04 5.3E-01 0.5 0.5 MW-67 205 146.19
-132.2 less-open 74 337 324 234 2
NW 291-335 44 TNP TNP 0.9 0.9 MW-67 206 147.42
-133.4 less-open 51 135 122 32 1
SE 116-165 49 TNP TNP 1.2 7.3 MW-67 207 148.03
-134.0 less-open 52 135 122 32 1
SE 116-165 49 TNP TNP 0.6 0.6 MW-67 208 148.44
-134.4 less-open 55 117 104 14 3
E 70-115 45 TNP TNP 0.4 6.4 MW-67 209 148.94
-134.9 less-open 47 134 121 31 1
SE 116-165 49 TNP TNP 0.5 0.9 MW-67 210 149.37
-135.3 less-open 45 108 95 5
3 E
70-115 45 TNP TNP 0.4 0.9 MW-67 211 149.49
-135.5 less-open 41 320 307 217 2
NW 291-335 44 TNP TNP 0.1 3.3 MW-67 212 149.57
-135.5 less-open 48 141 128 38 1
SE 116-165 49 TNP TNP 0.1 0.6 MW-67 213 149.82
-135.8 less-open 57 126 113 23 3
E 70-115 45 TNP TNP 0.3 0.4 MW-67 214 150.44
-136.4 less-open 49 306 293 203 2
NW 291-335 44 TNP TNP 0.6 0.9 MW-67 215 150.84
-136.8 less-open 47 187 174 84 5
S 166-200 34 TNP TNP 0.4 9.5 MW-67 216 154.45
-140.4 less-open 43 340 327 237 2
NW 291-335 44 4.9E-05 1.4E-01 3.6 4.0 MW-67 217 156.42
-142.4 less-open 35 191 178 88 5
S 166-200 34 4.9E-05 1.4E-01 2.0 5.6 MW-67 218 156.77
-142.7 less-open 55 176 163 73 1
SE 116-165 49 4.9E-05 1.4E-01 0.4 7.2 MW-67 219 157.68
-143.7 less-open 73 1
348 258 6
N 336-21 45 4.9E-05 1.4E-01 0.9 14.3 MW-67 220 158.63
-144.6 less-open 54 188 175 85 5
S 166-200 34 4.9E-05 1.4E-01 0.9 2.2 MW-67 221 158.92
-144.9 less-open 72 347 334 244 2
NW 291-335 44 4.9E-05 1.4E-01 0.3 4.5 MW-67 222 159.12
-145.1 less-open 39 226 213 123 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.2 MW-67 223 159.52
-145.5 less-open 58 211 198 108 5
S 166-200 34 4.9E-05 1.4E-01 0.4 0.9 MW-67 224 159.79
-145.8 less-open 27 268 255 165 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.3 MW-67 225 159.92
-145.9 less-open 27 254 241 151 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.1 MW-67 226 160.54
-146.5 less-open 57 123 110 20 3
E 70-115 45 4.9E-05 1.4E-01 0.6 10.7 MW-67 227 160.83
-146.8 less-open 59 109 96 6
3 E
70-115 45 4.9E-05 1.4E-01 0.3 0.3 MW-67 228 160.83
-146.8 less-open 78 182 169 79 5
S 166-200 34 4.9E-05 1.4E-01 0.0 1.3 MW-67 229 160.83
-146.8 less-open 29 292 279 189 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.0 MW-67 230 160.97
-146.9 less-open 67 193 180 90 5
S 166-200 34 4.9E-05 1.4E-01 0.1 0.1 MW-67 231 161.46
-147.4 less-open 54 199 186 96 5
S 166-200 34 4.9E-05 1.4E-01 0.5 0.5 MW-67 232 161.73
-147.7 less-open 64 198 185 95 5
S 166-200 34 4.9E-05 1.4E-01 0.3 0.3 MW-67 233 161.82
-147.8 less-open 58 219 206 116 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.1 MW-67 234 161.99
-148.0 less-open 68 129 116 26 1
SE 116-165 49 4.9E-05 1.4E-01 0.2 5.2 MW-67 235 162.3
-148.3 less-open 58 109 96 6
3 E
70-115 45 4.9E-05 1.4E-01 0.3 1.5 MW-67 236 163.27
-149.2 less-open 77 172 159 69 1
SE 116-165 49 4.9E-05 1.4E-01 1.0 1.3 MW-67 237 163.87
-149.8 less-open 27 339 326 236 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.6 MW-67 238 164.42
-150.4 less-open 24 172 159 69 NSR NSR NSR NSR 4.9E-05 1.4E-01 0.5 MW-67 239 165.78
-151.8 less-open 31 169 156 66 NSR NSR NSR NSR 4.9E-05 1.4E-01 1.4 MW-67 240 166.02
-152.0 less-open 61 284 271 181 4
W 245-290 45 TNP TNP 0.2 41.4 MW-67 241 166.38
-152.4 less-open 56 3
350 260 6
N 336-21 45 TNP TNP 0.4 8.7 MW-67 242 166.47
-152.4 less-open 49 180 167 77 5
S 166-200 34 TNP TNP 0.1 4.7 MW-67 243 167.12
-153.1 less-open 53 225 212 122 NSR NSR NSR NSR TNP TNP 0.7 MW-67 244 167.9
-153.9 less-open 58 171 158 68 1
SE 116-165 49 TNP TNP 0.8 4.6 MW-67 245 168.36
-154.3 less-open 46 233 220 130 NSR NSR NSR NSR TNP TNP 0.5 MW-67 246 168.86
-154.8 less-open 36 9
356 266 6
N 336-21 45 TNP TNP 0.5 2.5 MW-67 247 170.74
-156.7 less-open 75 347 334 244 2
NW 291-335 44 5.6E-05 1.6E-01 1.9 11.8 MW-67 248 171.11
-157.1 less-open 26 291 278 188 NSR NSR NSR NSR 5.6E-05 1.6E-01 0.4 MW-67 249 173.3
-159.3 less-open 70 312 299 209 2
NW 291-335 44 5.6E-05 1.6E-01 2.2 2.6 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 82 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 250 173.37
-159.3 less-open 69 99 86 356 3
E 70-115 45 5.6E-05 1.6E-01 0.1 11.1 MW-67 251 174.02
-160.0 less-open 68 292 279 189 4
W 245-290 45 5.6E-05 1.6E-01 0.7 8.0 MW-67 252 174.84
-160.8 less-open 70 289 276 186 4
W 245-290 45 5.6E-05 1.6E-01 0.8 0.8 MW-67 253 175.07
-161.0 less-open 46 2
349 259 6
N 336-21 45 5.6E-05 1.6E-01 0.2 6.2 MW-67 254 175.4
-161.4 less-open 66 97 84 354 3
E 70-115 45 5.6E-05 1.6E-01 0.3 2.0 MW-67 255 175.8
-161.8 less-open 65 98 85 355 3
E 70-115 45 5.6E-05 1.6E-01 0.4 0.4 MW-67 256 176.32
-162.3 less-open 79 286 273 183 4
W 245-290 45 5.6E-05 1.6E-01 0.5 1.5 MW-67 257 176.37
-162.3 less-open 49 105 92 2
3 E
70-115 45 5.6E-05 1.6E-01 0.1 0.6 MW-67 258 176.71
-162.7 less-open 52 99 86 356 3
E 70-115 45 5.6E-05 1.6E-01 0.3 0.3 MW-67 259 176.75
-162.7 less-open 56 297 284 194 4
W 245-290 45 5.6E-05 1.6E-01 0.0 0.4 MW-67 260 177.1
-163.1 less-open 83 299 286 196 NSR NSR NSR NSR 5.6E-05 1.6E-01 0.3 MW-67 261 178.98
-165.0 less-open 27 130 117 27 NSR NSR NSR NSR 5.6E-05 1.6E-01 1.9 MW-67 262 179.14
-165.1 less-open 24 205 192 102 NSR NSR NSR NSR 5.6E-05 1.6E-01 0.2 MW-67 263 179.62
-165.6 less-open 60 129 116 26 1
SE 116-165 49 5.6E-05 1.6E-01 0.5 11.7 MW-67 264 180.05
-166.0 less-open 65 110 97 7
3 E
70-115 45 5.6E-05 1.6E-01 0.4 3.3 MW-67 265 180.14
-166.1 less-open 65 113 100 10 3
E 70-115 45 5.6E-05 1.6E-01 0.1 0.1 MW-67 266 180.98
-167.0 less-open 61 101 88 358 3
E 70-115 45 5.6E-05 1.6E-01 0.8 0.8 MW-67 267 181.27
-167.2 less-open 35 104 91 1
3 E
70-115 45 5.6E-05 1.6E-01 0.3 0.3 MW-67 268 181.47
-167.4 less-open 73 116 103 13 3
E 70-115 45 5.6E-05 1.6E-01 0.2 0.2 MW-67 269 182.81
-168.8 less-open 58 314 301 211 2
NW 291-335 44 5.6E-05 1.6E-01 1.3 9.5 MW-67 270 183.4
-169.4 less-open 76 324 311 221 2
NW 291-335 44 5.6E-05 1.6E-01 0.6 0.6 MW-67 271 184.36
-170.3 less-open 64 294 281 191 4
W 245-290 45 5.6E-05 1.6E-01 1.0 7.6 MW-67 272 184.66
-170.6 less-open 75 332 319 229 2
NW 291-335 44 5.6E-05 1.6E-01 0.3 1.3 MW-67 273 186.3
-172.3 less-open 59 329 316 226 2
NW 291-335 44 TNP TNP 1.6 1.6 MW-67 274 187.1
-173.1 less-open 70 111 98 8
3 E
70-115 45 TNP TNP 0.8 5.6 MW-67 275 187.45
-173.4 less-open 54 323 310 220 2
NW 291-335 44 TNP TNP 0.3 1.1 MW-67 276 188.04
-174.0 less-open 39 326 313 223 2
NW 291-335 44 TNP TNP 0.6 0.6 MW-67 277 188.4
-174.4 less-open 43 146 133 43 1
SE 116-165 49 TNP TNP 0.4 8.8 MW-67 278 188.51
-174.5 less-open 33 326 313 223 NSR NSR NSR NSR TNP TNP 0.1 MW-67 279 188.78
-174.8 less-open 67 94 81 351 3
E 70-115 45 TNP TNP 0.3 1.7 MW-67 280 190.61
-176.6 less-open 71 129 116 26 1
SE 116-165 49 TNP TNP 1.8 2.2 MW-67 281 190.63
-176.6 less-open 65 124 111 21 3
E 70-115 45 TNP TNP 0.0 1.8 MW-67 282 190.83
-176.8 less-open 70 348 335 245 2
NW 291-335 44 TNP TNP 0.2 2.8 MW-67 283 191.14
-177.1 less-open 44 305 292 202 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-67 284 192.68
-178.7 less-open 50 115 102 12 3
E 70-115 45 TNP TNP 1.5 2.1 MW-67 285 192.71
-178.7 less-open 54 301 288 198 4
W 245-290 45 TNP TNP 0.0 8.3 MW-67 286 193
-179.0 less-open 53 109 96 6
3 E
70-115 45 TNP TNP 0.3 0.3 MW-67 287 193.18
-179.2 less-open 62 127 114 24 3
E 70-115 45 TNP TNP 0.2 0.2 MW-67 288 193.4
-179.4 less-open 66 112 99 9
3 E
70-115 45 TNP TNP 0.2 0.2 MW-67 289 193.67
-179.6 less-open 67 103 90 360 3
E 70-115 45 TNP TNP 0.3 0.3 MW-67 290 193.98
-180.0 less-open 61 101 88 358 3
E 70-115 45 TNP TNP 0.3 0.3 MW-67 291 194.33
-180.3 less-open 64 330 317 227 2
NW 291-335 44 TNP TNP 0.4 3.2 MW-67 292 194.84
-180.8 less-open 64 107 94 4
3 E
70-115 45 TNP TNP 0.5 0.9 MW-67 293 195.16
-181.1 less-open 68 298 285 195 4
W 245-290 45 TNP TNP 0.3 2.4 MW-67 294 195.27
-181.2 less-open 61 107 94 4
3 E
70-115 45 TNP TNP 0.1 0.4 MW-67 295 196.97
-182.9 less-open 42 336 323 233 2
NW 291-335 44 TNP TNP 1.7 2.6 MW-67 296 197.37
-183.3 less-open 52 335 322 232 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-67 297 197.93
-183.9 less-open 66 5
352 262 6
N 336-21 45 TNP TNP 0.6 22.9 MW-67 298 198.49
-184.5 less-open 67 327 314 224 2
NW 291-335 44 TNP TNP 0.6 1.1 MW-67 299 198.82
-184.8 less-open 59 346 333 243 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-67 300 198.99
-185.0 less-open 55 324 311 221 2
NW 291-335 44 TNP TNP 0.2 0.2 MW-67 301 199.33
-185.3 less-open 57 307 294 204 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-67 302 201.26
-187.2 less-open 44 331 318 228 2
NW 291-335 44 1.0E-04 2.9E-01 1.9 1.9 MW-67 303 203.52
-189.5 less-open 66 342 329 239 2
NW 291-335 44 1.0E-04 2.9E-01 2.3 2.3 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 83 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 304 203.65
-189.6 less-open 68 330 317 227 2
NW 291-335 44 1.0E-04 2.9E-01 0.1 0.1 MW-67 305 204.51
-190.5 less-open 42 326 313 223 2
NW 291-335 44 1.0E-04 2.9E-01 0.9 0.9 MW-67 306 206.48
-192.5 less-open 60 342 329 239 2
NW 291-335 44 1.0E-04 2.9E-01 2.0 2.0 MW-67 307 206.88
-192.9 less-open 55 331 318 228 2
NW 291-335 44 1.0E-04 2.9E-01 0.4 0.4 MW-67 308 207.55
-193.5 less-open 29 317 304 214 NSR NSR NSR NSR 1.0E-04 2.9E-01 0.7 MW-67 309 207.72
-193.7 less-open 46 315 302 212 2
NW 291-335 44 1.0E-04 2.9E-01 0.2 0.8 MW-67 310 207.83
-193.8 less-open 40 7
354 264 6
N 336-21 45 1.0E-04 2.9E-01 0.1 9.9 MW-67 311 208.58
-194.6 less-open 40 349 336 246 6
N 336-21 45 1.0E-04 2.9E-01 0.8 0.8 MW-67 312 208.71
-194.7 less-open 38 349 336 246 6
N 336-21 45 1.0E-04 2.9E-01 0.1 0.1 MW-67 313 209.24
-195.2 less-open 61 334 321 231 2
NW 291-335 44 1.0E-04 2.9E-01 0.5 1.5 MW-67 314 212.04
-198.0 less-open 73 226 213 123 NSR NSR NSR NSR 1.0E-04 2.9E-01 2.8 MW-67 315 212.81
-198.8 less-open 59 140 127 37 1
SE 116-165 49 1.0E-04 2.9E-01 0.8 22.2 MW-67 316 213.09
-199.1 less-open 61 340 327 237 2
NW 291-335 44 1.0E-04 2.9E-01 0.3 3.8 MW-67 317 213.27
-199.2 less-open 63 335 322 232 2
NW 291-335 44 1.0E-04 2.9E-01 0.2 0.2 MW-67 318 213.5
-199.5 less-open 55 343 330 240 2
NW 291-335 44 1.0E-04 2.9E-01 0.2 0.2 MW-67 319 214
-200.0 less-open 48 352 339 249 6
N 336-21 45 1.0E-04 2.9E-01 0.5 5.3 MW-67 320 214.28
-200.3 less-open 55 341 328 238 2
NW 291-335 44 1.0E-04 2.9E-01 0.3 0.8 MW-67 321 214.77
-200.7 less-open 55 5
352 262 6
N 336-21 45 1.0E-04 2.9E-01 0.5 0.8 MW-67 322 216.96
-202.9 less-open 67 10 357 267 6
N 336-21 45 3.5E-04 9.8E-01 2.2 2.2 MW-67 323 218
-204.0 less-open 69 322 309 219 2
NW 291-335 44 3.5E-04 9.8E-01 1.0 3.7 MW-67 324 218.57
-204.5 less-open 68 343 330 240 2
NW 291-335 44 3.5E-04 9.8E-01 0.6 0.6 MW-67 325 219.58
-205.6 less-open 53 224 211 121 NSR NSR NSR NSR 3.5E-04 9.8E-01 1.0 MW-67 326 220.28
-206.3 less-open 59 338 325 235 2
NW 291-335 44 3.5E-04 9.8E-01 0.7 1.7 MW-67 327 220.41
-206.4 less-open 61 329 316 226 2
NW 291-335 44 3.5E-04 9.8E-01 0.1 0.1 MW-67 328 220.7
-206.7 less-open 56 325 312 222 2
NW 291-335 44 3.5E-04 9.8E-01 0.3 0.3 MW-67 329 221.23
-207.2 less-open 55 324 311 221 2
NW 291-335 44 3.5E-04 9.8E-01 0.5 0.5 MW-67 330 221.64
-207.6 open 42 321 308 218 2
NW 291-335 44 3.5E-04 9.8E-01 0.4 0.4 MW-67 331 222.15
-208.1 less-open 38 330 317 227 2
NW 291-335 44 3.5E-04 9.8E-01 0.5 0.5 MW-67 332 222.83
-208.8 less-open 49 312 299 209 2
NW 291-335 44 3.5E-04 9.8E-01 0.7 0.7 MW-67 333 222.94
-208.9 less-open 49 330 317 227 2
NW 291-335 44 3.5E-04 9.8E-01 0.1 0.1 MW-67 334 222.99
-209.0 less-open 47 314 301 211 2
NW 291-335 44 3.5E-04 9.8E-01 0.1 0.1 MW-67 335 223.16
-209.1 less-open 9
257 244 154 NSR NSR NSR NSR 3.5E-04 9.8E-01 0.2 MW-67 336 223.71
-209.7 less-open 65 336 323 233 2
NW 291-335 44 3.5E-04 9.8E-01 0.6 0.7 MW-67 337 224.72
-210.7 less-open 32 25 12 282 NSR NSR NSR NSR 3.5E-04 9.8E-01 1.0 MW-67 338 225.59
-211.6 less-open 54 128 115 25 3
E 70-115 45 3.5E-04 9.8E-01 0.9 30.3 MW-67 339 226.14
-212.1 less-open 61 190 177 87 5
S 166-200 34 3.5E-04 9.8E-01 0.5 59.7 MW-67 340 226.28
-212.3 less-open 46 107 94 4
3 E
70-115 45 3.5E-04 9.8E-01 0.1 0.7 MW-67 341 226.77
-212.7 less-open 27 118 105 15 NSR NSR NSR NSR 3.5E-04 9.8E-01 0.5 MW-67 342 226.85
-212.8 less-open 36 305 292 202 2
NW 291-335 44 3.5E-04 9.8E-01 0.1 3.1 MW-67 343 227.02
-213.0 less-open 57 119 106 16 3
E 70-115 45 3.5E-04 9.8E-01 0.2 0.7 MW-67 344 227.78
-213.8 less-open 68 162 149 59 1
SE 116-165 49 3.5E-04 9.8E-01 0.8 15.0 MW-67 345 227.9
-213.9 less-open 40 130 117 27 1
SE 116-165 49 3.5E-04 9.8E-01 0.1 0.1 MW-67 346 228.61
-214.6 less-open 67 222 209 119 NSR NSR NSR NSR 3.5E-04 9.8E-01 0.7 MW-67 347 229.48
-215.5 less-open 48 120 107 17 3
E 70-115 45 3.5E-04 9.8E-01 0.9 2.5 MW-67 348 230.58
-216.6 less-open 81 238 225 135 NSR NSR NSR NSR TNP TNP 1.1 MW-67 349 230.6
-216.6 less-open 61 161 148 58 1
SE 116-165 49 TNP TNP 0.0 2.7 MW-67 350 231.31
-217.3 less-open 71 257 244 154 NSR NSR NSR NSR TNP TNP 0.7 MW-67 351 231.35
-217.3 less-open 30 307 294 204 NSR NSR NSR NSR TNP TNP 0.0 MW-67 352 231.55
-217.5 less-open 32 193 180 90 NSR NSR NSR NSR TNP TNP 0.2 MW-67 353 233.46
-219.4 less-open 50 103 90 360 3
E 70-115 45 TNP TNP 1.9 4.0 MW-67 354 233.57
-219.5 less-open 58 330 317 227 2
NW 291-335 44 TNP TNP 0.1 6.7 MW-67 355 234.85
-220.8 less-open 60 125 112 22 3
E 70-115 45 1.6E-04 4.5E-01 1.3 1.4 MW-67 356 235.75
-221.7 less-open 46 127 114 24 3
E 70-115 45 1.6E-04 4.5E-01 0.9 0.9 MW-67 357 235.96
-221.9 less-open 65 352 339 249 6
N 336-21 45 1.6E-04 4.5E-01 0.2 19.0 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 84 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 358 236.92
-222.9 less-open 19 282 269 179 NSR NSR NSR NSR 1.6E-04 4.5E-01 1.0 MW-67 359 237.66
-223.6 less-open 56 117 104 14 3
E 70-115 45 1.6E-04 4.5E-01 0.7 1.9 MW-67 360 238
-224.0 less-open 50 118 105 15 3
E 70-115 45 1.6E-04 4.5E-01 0.3 0.3 MW-67 361 238.46
-224.4 less-open 43 295 282 192 4
W 245-290 45 1.6E-04 4.5E-01 0.5 43.3 MW-67 362 239.9
-225.9 less-open 61 342 329 239 2
NW 291-335 44 1.6E-04 4.5E-01 1.4 6.3 MW-67 363 240.35
-226.3 less-open 74 26 13 283 6
N 336-21 45 1.6E-04 4.5E-01 0.4 4.4 MW-67 364 244.22
-230.2 less-open 49 140 127 37 1
SE 116-165 49 1.6E-04 4.5E-01 3.9 13.6 MW-67 365 244.39
-230.4 less-open 72 332 319 229 2
NW 291-335 44 1.6E-04 4.5E-01 0.2 4.5 MW-67 366 244.72
-230.7 less-open 30 43 30 300 NSR NSR NSR NSR 1.6E-04 4.5E-01 0.3 MW-67 367 244.86
-230.8 less-open 30 299 286 196 NSR NSR NSR NSR 1.6E-04 4.5E-01 0.1 MW-67 368 245.15
-231.1 less-open 43 121 108 18 3
E 70-115 45 1.6E-04 4.5E-01 0.3 7.2 MW-67 369 245.4
-231.4 less-open 52 125 112 22 3
E 70-115 45 1.6E-04 4.5E-01 0.3 0.3 MW-67 370 245.69
-231.7 less-open 53 114 101 11 3
E 70-115 45 1.6E-04 4.5E-01 0.3 0.3 MW-67 371 245.9
-231.9 less-open 52 119 106 16 3
E 70-115 45 1.6E-04 4.5E-01 0.2 0.2 MW-67 372 246.03
-232.0 less-open 52 119 106 16 3
E 70-115 45 1.6E-04 4.5E-01 0.1 0.1 MW-67 373 246.62
-232.6 less-open 56 122 109 19 3
E 70-115 45 1.6E-04 4.5E-01 0.6 0.6 MW-67 374 247.7
-233.7 less-open 67 329 316 226 2
NW 291-335 44 1.6E-04 4.5E-01 1.1 3.3 MW-67 375 248.07
-234.0 less-open 42 112 99 9
3 E
70-115 45 TNP TNP 0.4 1.4 MW-67 376 249.33
-235.3 less-open 59 339 326 236 2
NW 291-335 44 TNP TNP 1.3 1.6 MW-67 377 250.03
-236.0 less-open 57 338 325 235 2
NW 291-335 44 7.4E-04 2.1E+00 0.7 0.7 MW-67 378 250.1
-236.1 less-open 58 340 327 237 2
NW 291-335 44 7.4E-04 2.1E+00 0.1 0.1 MW-67 379 250.31
-236.3 less-open 52 341 328 238 2
NW 291-335 44 7.4E-04 2.1E+00 0.2 0.2 MW-67 380 250.61
-236.6 less-open 62 356 343 253 6
N 336-21 45 7.4E-04 2.1E+00 0.3 10.3 MW-67 381 250.79
-236.8 less-open 51 334 321 231 2
NW 291-335 44 7.4E-04 2.1E+00 0.2 0.5 MW-67 382 250.97
-236.9 less-open 60 348 335 245 2
NW 291-335 44 7.4E-04 2.1E+00 0.2 0.2 MW-67 383 251.21
-237.2 less-open 57 347 334 244 2
NW 291-335 44 7.4E-04 2.1E+00 0.2 0.2 MW-67 384 252.2
-238.2 less-open 62 356 343 253 6
N 336-21 45 7.4E-04 2.1E+00 1.0 1.6 MW-67 385 252.28
-238.3 less-open 59 5
352 262 6
N 336-21 45 7.4E-04 2.1E+00 0.1 0.1 MW-67 386 252.51
-238.5 less-open 45 109 96 6
3 E
70-115 45 7.4E-04 2.1E+00 0.2 4.4 MW-67 387 252.56
-238.5 less-open 52 116 103 13 3
E 70-115 45 7.4E-04 2.1E+00 0.1 0.1 MW-67 388 252.88
-238.9 less-open 33 325 312 222 NSR NSR NSR NSR 7.4E-04 2.1E+00 0.3 MW-67 389 253.2
-239.2 less-open 54 345 332 242 2
NW 291-335 44 7.4E-04 2.1E+00 0.3 2.0 MW-67 390 253.58
-239.6 less-open 54 350 337 247 6
N 336-21 45 7.4E-04 2.1E+00 0.4 1.3 MW-67 391 253.7
-239.7 less-open 43 108 95 5
3 E
70-115 45 7.4E-04 2.1E+00 0.1 1.1 MW-67 392 253.96
-239.9 less-open 40 95 82 352 3
E 70-115 45 7.4E-04 2.1E+00 0.3 0.3 MW-67 393 254.18
-240.2 less-open 39 190 177 87 5
S 166-200 34 7.4E-04 2.1E+00 0.2 28.0 MW-67 394 254.33
-240.3 less-open 32 107 94 4
NSR NSR NSR NSR 7.4E-04 2.1E+00 0.2 MW-67 395 254.4
-240.4 less-open 59 295 282 192 4
W 245-290 45 7.4E-04 2.1E+00 0.1 15.9 MW-67 396 254.55
-240.5 less-open 50 285 272 182 4
W 245-290 45 7.4E-04 2.1E+00 0.2 0.2 MW-67 397 254.61
-240.6 less-open 37 107 94 4
3 E
70-115 45 7.4E-04 2.1E+00 0.1 0.7 MW-67 398 254.96
-240.9 less-open 28 110 97 7
NSR NSR NSR NSR 7.4E-04 2.1E+00 0.3 MW-67 399 255.2
-241.2 less-open 40 100 87 357 3
E 70-115 45 7.4E-04 2.1E+00 0.2 0.6 MW-67 400 255.24
-241.2 less-open 69 344 331 241 2
NW 291-335 44 7.4E-04 2.1E+00 0.0 2.0 MW-67 401 255.56
-241.5 less-open 68 352 339 249 6
N 336-21 45 7.4E-04 2.1E+00 0.3 2.0 MW-67 402 256.09
-242.1 less-open 42 105 92 2
3 E
70-115 45 7.4E-04 2.1E+00 0.5 0.9 MW-67 403 257.1
-243.1 less-open 46 112 99 9
3 E
70-115 45 7.4E-04 2.1E+00 1.0 1.0 MW-67 404 257.3
-243.3 less-open 77 351 338 248 6
N 336-21 45 7.4E-04 2.1E+00 0.2 1.7 MW-67 405 257.44
-243.4 less-open 34 97 84 354 3
E 70-115 45 7.4E-04 2.1E+00 0.1 0.3 MW-67 406 258.58
-244.6 less-open 84 189 176 86 NSR NSR NSR NSR 7.4E-04 1.2E-03 2.1E+00 3.4E+00 1.1 MW-67 407 259.28
-245.3 less-open 62 113 100 10 3
E 70-115 45 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.7 1.8 MW-67 408 259.92
-245.9 less-open 78 355 342 252 6
N 336-21 45 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.6 2.6 MW-67 409 260.82
-246.8 less-open 78 355 342 252 6
N 336-21 45 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.9 0.9 MW-67 410 261.25
-247.2 less-open 80 352 339 249 6
N 336-21 45 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.4 0.4 MW-67 411 261.43
-247.4 less-open 67 110 97 7
3 E
70-115 45 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.2 2.2 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 85 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 412 261.58
-247.6 less-open 77 357 344 254 6
N 336-21 45 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.1 0.3 MW-67 413 262.6
-248.6 less-open 83 355 342 252 NSR NSR NSR NSR 7.4E-04 1.2E-03 2.1E+00 3.4E+00 1.0 MW-67 414 262.71
-248.7 less-open 35 328 315 225 2
NW 291-335 44 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.1 7.5 MW-67 415 262.77
-248.7 less-open 29 333 320 230 NSR NSR NSR NSR 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.1 MW-67 416 262.92
-248.9 less-open 28 316 303 213 NSR NSR NSR NSR 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.2 MW-67 417 263.21
-249.2 less-open 46 109 96 6
3 E
70-115 45 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.3 1.8 MW-67 418 263.55
-249.5 less-open 60 304 291 201 2
NW 291-335 44 7.4E-04 1.2E-03 2.1E+00 3.4E+00 0.3 0.8 MW-67 419 264.85
-250.8 less-open 51 120 107 17 3
E 70-115 45 1.2E-03 3.4E+00 1.3 1.6 MW-67 420 265.04
-251.0 less-open 49 116 103 13 3
E 70-115 45 1.2E-03 3.4E+00 0.2 0.2 MW-67 421 265.3
-251.3 less-open 60 117 104 14 3
E 70-115 45 1.2E-03 3.4E+00 0.3 0.3 MW-67 422 265.51
-251.5 less-open 79 349 336 246 6
N 336-21 45 1.2E-03 3.4E+00 0.2 3.9 MW-67 423 265.82
-251.8 less-open 47 116 103 13 3
E 70-115 45 1.2E-03 3.4E+00 0.3 0.5 MW-67 424 266.2
-252.2 less-open 72 347 334 244 2
NW 291-335 44 1.2E-03 3.4E+00 0.4 2.6 MW-67 425 266.31
-252.3 less-open 58 322 309 219 2
NW 291-335 44 1.2E-03 3.4E+00 0.1 0.1 MW-67 426 266.71
-252.7 less-open 60 73 60 330 NSR NSR NSR NSR 1.2E-03 3.4E+00 0.4 MW-67 427 267
-253.0 less-open 62 61 48 318 NSR NSR NSR NSR 1.2E-03 3.4E+00 0.3 MW-67 428 267.69
-253.7 less-open 49 122 109 19 3
E 70-115 45 1.2E-03 3.4E+00 0.7 1.9 MW-67 429 267.88
-253.9 less-open 76 66 53 323 NSR NSR NSR NSR 1.2E-03 3.4E+00 0.2 MW-67 430 268.32
-254.3 open 62 335 322 232 2
NW 291-335 44 1.2E-03 3.4E+00 0.4 2.0 MW-67 431 268.48
-254.5 less-open 58 322 309 219 2
NW 291-335 44 1.2E-03 3.4E+00 0.2 0.2 MW-67 432 268.68
-254.7 less-open 70 331 318 228 2
NW 291-335 44 1.2E-03 3.4E+00 0.2 0.2 MW-67 433 269.16
-255.1 less-open 67 342 329 239 2
NW 291-335 44 1.2E-03 3.4E+00 0.5 0.5 MW-67 434 269.28
-255.3 less-open 63 341 328 238 2
NW 291-335 44 1.2E-03 3.4E+00 0.1 0.1 MW-67 435 269.57
-255.5 less-open 46 121 108 18 3
E 70-115 45 1.2E-03 3.4E+00 0.3 1.9 MW-67 436 269.91
-255.9 less-open 63 111 98 8
3 E
70-115 45 1.2E-03 3.4E+00 0.3 0.3 MW-67 437 269.99
-256.0 less-open 75 341 328 238 2
NW 291-335 44 1.2E-03 3.4E+00 0.1 0.7 MW-67 438 270.34
-256.3 less-open 46 133 120 30 1
SE 116-165 49 1.2E-03 3.4E+00 0.3 26.1 MW-67 439 270.5
-256.5 less-open 55 322 309 219 2
NW 291-335 44 1.2E-03 3.4E+00 0.2 0.5 MW-67 440 270.96
-256.9 less-open 25 32 19 289 NSR NSR NSR NSR 1.2E-03 3.4E+00 0.5 MW-67 441 271.77
-257.7 less-open 56 333 320 230 2
NW 291-335 44 1.2E-03 3.4E+00 0.8 1.3 MW-67 442 272.43
-258.4 less-open 48 120 107 17 3
E 70-115 45 TNP TNP 0.7 2.5 MW-67 443 273.19
-259.2 less-open 40 317 304 214 2
NW 291-335 44 TNP TNP 0.8 1.4 MW-67 444 274.02
-260.0 less-open 76 173 160 70 1
SE 116-165 49 TNP TNP 0.8 3.7 MW-67 445 274.82
-260.8 less-open 44 170 157 67 1
SE 116-165 49 TNP TNP 0.8 0.8 MW-67 446 275.32
-261.3 less-open 39 124 111 21 3
E 70-115 45 TNP TNP 0.5 2.9 MW-67 447 275.5
-261.5 less-open 53 134 121 31 1
SE 116-165 49 TNP TNP 0.2 0.7 MW-67 448 276.26
-262.2 less-open 45 311 298 208 2
NW 291-335 44 TNP TNP 0.8 3.1 MW-67 449 276.36
-262.3 less-open 41 310 297 207 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-67 450 276.47
-262.4 less-open 52 311 298 208 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-67 451 276.75
-262.7 open 38 317 304 214 2
NW 291-335 44 TNP TNP 0.3 0.3 MW-67 452 276.89
-262.9 less-open 37 320 307 217 2
NW 291-335 44 TNP TNP 0.1 0.1 MW-67 453 277.73
-263.7 less-open 56 182 169 79 5
S 166-200 34 TNP TNP 0.8 23.6 MW-67 454 277.99
-264.0 less-open 74 346 333 243 2
NW 291-335 44 TNP TNP 0.3 1.1 MW-67 455 278.4
-264.4 less-open 71 347 334 244 2
NW 291-335 44 TNP TNP 0.4 0.4 MW-67 456 278.57
-264.5 less-open 20 224 211 121 NSR NSR NSR NSR TNP TNP 0.2 MW-67 457 279.91
-265.9 open 42 324 311 221 2
NW 291-335 44 TNP TNP 1.3 1.5 MW-67 458 280.01
-266.0 less-open 42 144 131 41 1
SE 116-165 49 TNP TNP 0.1 4.5 MW-67 459 280.34
-266.3 less-open 40 134 121 31 1
SE 116-165 49 TNP TNP 0.3 0.3 MW-67 460 280.82
-266.8 less-open 47 148 135 45 1
SE 116-165 49 TNP TNP 0.5 0.5 MW-67 461 280.95
-266.9 less-open 45 138 125 35 1
SE 116-165 49 TNP TNP 0.1 0.1 MW-67 462 281.18
-267.2 less-open 45 142 129 39 1
SE 116-165 49 TNP TNP 0.2 0.2 MW-67 463 281.73
-267.7 less-open 44 125 112 22 3
E 70-115 45 TNP TNP 0.6 6.4 MW-67 464 282.15
-268.1 less-open 49 331 318 228 2
NW 291-335 44 TNP TNP 0.4 2.2 MW-67 465 282.72
-268.7 less-open 66 347 334 244 2
NW 291-335 44 TNP TNP 0.6 0.6 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 86 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 466 282.77
-268.7 less-open 36 324 311 221 2
NW 291-335 44 TNP TNP 0.0 0.0 MW-67 467 282.88
-268.9 less-open 56 126 113 23 3
E 70-115 45 TNP TNP 0.1 1.1 MW-67 468 283.98
-270.0 less-open 22 289 276 186 NSR NSR NSR NSR TNP TNP 1.1 MW-67 469 285.37
-271.3 less-open 61 340 327 237 2
NW 291-335 44 1.4E-04 4.1E-01 1.4 2.6 MW-67 470 286.52
-272.5 less-open 68 298 285 195 4
W 245-290 45 1.4E-04 4.1E-01 1.1 32.0 MW-67 471 287.64
-273.6 less-open 25 284 271 181 NSR NSR NSR NSR 1.4E-04 4.1E-01 1.1 MW-67 472 287.9
-273.9 less-open 74 297 284 194 4
W 245-290 45 1.4E-04 4.1E-01 0.3 1.4 MW-67 473 288.15
-274.1 less-open 40 140 127 37 1
SE 116-165 49 1.4E-04 4.1E-01 0.3 7.0 MW-67 474 288.23
-274.2 less-open 39 124 111 21 3
E 70-115 45 1.4E-04 4.1E-01 0.1 5.4 MW-67 475 288.23
-274.2 less-open 72 307 294 204 2
NW 291-335 44 1.4E-04 4.1E-01 0.0 2.9 MW-67 476 288.33
-274.3 less-open 42 145 132 42 1
SE 116-165 49 1.4E-04 4.1E-01 0.1 0.2 MW-67 477 288.47
-274.4 less-open 53 128 115 25 3
E 70-115 45 1.4E-04 4.1E-01 0.1 0.2 MW-67 478 288.66
-274.6 less-open 56 112 99 9
3 E
70-115 45 1.4E-04 4.1E-01 0.2 0.2 MW-67 479 290.53
-276.5 less-open 79 304 291 201 2
NW 291-335 44 1.4E-04 4.1E-01 1.9 2.3 MW-67 480 290.72
-276.7 less-open 59 309 296 206 2
NW 291-335 44 1.4E-04 4.1E-01 0.2 0.2 MW-67 481 291.17
-277.1 less-open 46 306 293 203 2
NW 291-335 44 1.4E-04 4.1E-01 0.4 0.4 MW-67 482 291.5
-277.5 less-open 39 314 301 211 2
NW 291-335 44 1.4E-04 4.1E-01 0.3 0.3 MW-67 483 292.38
-278.4 less-open 52 327 314 224 2
NW 291-335 44 1.4E-04 4.1E-01 0.9 0.9 MW-67 484 293.27
-279.2 less-open 76 267 254 164 4
W 245-290 45 1.4E-04 4.1E-01 0.9 5.4 MW-67 485 293.35
-279.3 less-open 44 349 336 246 6
N 336-21 45 1.4E-04 4.1E-01 0.1 27.8 MW-67 486 294.94
-280.9 less-open 34 303 290 200 NSR NSR NSR NSR 1.4E-04 4.1E-01 1.6 MW-67 487 295.94
-281.9 less-open 30 287 274 184 NSR NSR NSR NSR 1.4E-04 4.1E-01 1.0 MW-67 488 296.75
-282.7 less-open 45 296 283 193 4
W 245-290 45 1.4E-04 4.1E-01 0.8 3.5 MW-67 489 298.89
-284.9 less-open 58 95 82 352 3
E 70-115 45 1.4E-04 3.1E-04 4.1E-01 8.7E-01 2.1 10.2 MW-67 490 301.24
-287.2 less-open 37 115 102 12 3
E 70-115 45 3.1E-04 8.7E-01 2.4 2.4 MW-67 491 301.28
-287.3 less-open 46 141 128 38 1
SE 116-165 49 3.1E-04 8.7E-01 0.0 13.0 MW-67 492 301.53
-287.5 less-open 52 113 100 10 3
E 70-115 45 3.1E-04 8.7E-01 0.3 0.3 MW-67 493 301.99
-288.0 less-open 65 76 63 333 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.5 MW-67 494 302.53
-288.5 less-open 46 349 336 246 6
N 336-21 45 3.1E-04 8.7E-01 0.5 9.2 MW-67 495 302.62
-288.6 less-open 51 102 89 359 3
E 70-115 45 3.1E-04 8.7E-01 0.1 1.1 MW-67 496 302.63
-288.6 less-open 51 339 326 236 2
NW 291-335 44 3.1E-04 8.7E-01 0.0 10.3 MW-67 497 302.78
-288.8 less-open 30 131 118 28 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.1 MW-67 498 302.89
-288.9 less-open 52 327 314 224 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.3 MW-67 499 302.98
-289.0 less-open 55 326 313 223 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.1 MW-67 500 303.06
-289.0 less-open 56 99 86 356 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.4 MW-67 501 303.23
-289.2 less-open 49 106 93 3
3 E
70-115 45 3.1E-04 8.7E-01 0.2 0.2 MW-67 502 303.36
-289.3 less-open 52 326 313 223 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.4 MW-67 503 303.63
-289.6 less-open 56 333 320 230 2
NW 291-335 44 3.1E-04 8.7E-01 0.3 0.3 MW-67 504 303.78
-289.8 less-open 35 306 293 203 2
NW 291-335 44 3.1E-04 8.7E-01 0.1 0.1 MW-67 505 303.96
-289.9 less-open 50 127 114 24 3
E 70-115 45 3.1E-04 8.7E-01 0.2 0.7 MW-67 506 304.42
-290.4 less-open 24 337 324 234 NSR NSR NSR NSR 3.1E-04 8.7E-01 0.5 MW-67 507 304.43
-290.4 less-open 52 120 107 17 3
E 70-115 45 3.1E-04 8.7E-01 0.0 0.5 MW-67 508 304.57
-290.5 less-open 48 121 108 18 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.1 MW-67 509 304.7
-290.7 less-open 57 101 88 358 3
E 70-115 45 3.1E-04 8.7E-01 0.1 0.1 MW-67 510 304.75
-290.7 less-open 34 147 134 44 1
SE 116-165 49 3.1E-04 8.7E-01 0.1 3.5 MW-67 511 304.77
-290.7 less-open 37 324 311 221 2
NW 291-335 44 3.1E-04 8.7E-01 0.0 1.0 MW-67 512 305.12
-291.1 less-open 48 123 110 20 3
E 70-115 45 3.1E-04 8.7E-01 0.4 0.4 MW-67 513 305.52
-291.5 less-open 54 331 318 228 2
NW 291-335 44 3.1E-04 8.7E-01 0.4 0.8 MW-67 514 306.65
-292.6 less-open 51 326 313 223 2
NW 291-335 44 3.1E-04 8.7E-01 1.1 1.1 MW-67 515 308.35
-294.3 less-open 48 170 157 67 1
SE 116-165 49 8.8E-05 3.1E-04 2.5E-01 8.7E-01 1.7 3.6 MW-67 516 308.74
-294.7 less-open 53 317 304 214 2
NW 291-335 44 8.8E-05 3.1E-04 2.5E-01 8.7E-01 0.4 2.1 MW-67 517 308.86
-294.8 less-open 41 110 97 7
3 E
70-115 45 8.8E-05 3.1E-04 2.5E-01 8.7E-01 0.1 3.7 MW-67 518 309.23
-295.2 less-open 68 338 325 235 2
NW 291-335 44 8.8E-05 3.1E-04 2.5E-01 8.7E-01 0.4 0.5 MW-67 519 309.64
-295.6 less-open 63 307 294 204 2
NW 291-335 44 8.8E-05 3.1E-04 2.5E-01 8.7E-01 0.4 0.4 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 87 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
MW-67 520 310.28
-296.3 less-open 46 124 111 21 3
E 70-115 45 8.8E-05 3.1E-04 2.5E-01 8.7E-01 0.6 1.4 MW-67 521 311.91
-297.9 less-open 45 126 113 23 3
E 70-115 45 8.8E-05 2.5E-01 1.6 1.6 MW-67 522 313.23
-299.2 less-open 44 173 160 70 1
SE 116-165 49 8.8E-05 2.5E-01 1.3 4.9 MW-67 523 313.41
-299.4 less-open 52 194 181 91 5
S 166-200 34 8.8E-05 2.5E-01 0.2 35.7 MW-67 524 313.81
-299.8 less-open 46 134 121 31 1
SE 116-165 49 8.8E-05 2.5E-01 0.4 0.6 MW-67 525 315.1
-301.1 less-open 42 179 166 76 5
S 166-200 34 8.8E-05 2.6E-04 2.5E-01 7.4E-01 1.3 1.7 MW-67 526 315.62
-301.6 less-open 46 156 143 53 1
SE 116-165 49 8.8E-05 2.6E-04 2.5E-01 7.4E-01 0.5 1.8 MW-67 527 316.36
-302.3 less-open 45 116 103 13 3
E 70-115 45 8.8E-05 2.6E-04 2.5E-01 7.4E-01 0.7 4.4 MW-67 528 316.66
-302.6 less-open 36 122 109 19 3
E 70-115 45 8.8E-05 2.6E-04 2.5E-01 7.4E-01 0.3 0.3 MW-67 529 318.2
-304.2 less-open 26 265 252 162 NSR NSR NSR NSR 8.8E-05 2.6E-04 2.5E-01 7.4E-01 1.5 MW-67 530 321.7
-307.7 less-open 75 346 333 243 2
NW 291-335 44 3.4E-04 2.6E-04 9.6E-01 7.4E-01 3.5 12.1 MW-67 531 322.52
-308.5 less-open 64 326 313 223 2
NW 291-335 44 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.8 0.8 MW-67 532 324.79
-310.8 less-open 51 355 342 252 6
N 336-21 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 2.3 22.3 MW-67 533 324.94
-310.9 less-open 45 354 341 251 6
N 336-21 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.1 0.1 MW-67 534 325.2
-311.2 less-open 51 134 121 31 1
SE 116-165 49 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.3 9.6 MW-67 535 325.83
-311.8 less-open 59 117 104 14 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.6 9.2 MW-67 536 326.35
-312.3 less-open 42 85 72 342 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.5 0.5 MW-67 537 326.38
-312.4 less-open 66 96 83 353 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.0 0.0 MW-67 538 326.7
-312.7 less-open 42 92 79 349 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.3 0.3 MW-67 539 326.92
-312.9 less-open 61 121 108 18 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.2 0.2 MW-67 540 327.09
-313.1 less-open 38 134 121 31 1
SE 116-165 49 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.2 1.9 MW-67 541 327.18
-313.2 less-open 61 342 329 239 2
NW 291-335 44 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.1 4.7 MW-67 542 327.25
-313.2 less-open 57 117 104 14 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.1 0.3 MW-67 543 327.44
-313.4 less-open 39 297 284 194 4
W 245-290 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.2 30.7 MW-67 544 327.77
-313.7 less-open 40 139 126 36 1
SE 116-165 49 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.3 0.7 MW-67 545 328.32
-314.3 less-open 41 111 98 8
3 E
70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.6 1.1 MW-67 546 328.42
-314.4 less-open 70 95 82 352 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.1 0.1 MW-67 547 328.75
-314.7 less-open 64 119 106 16 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.3 0.3 MW-67 548 328.95
-314.9 less-open 58 123 110 20 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.2 0.2 MW-67 549 329.39
-315.4 less-open 51 130 117 27 1
SE 116-165 49 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.4 1.6 MW-67 550 329.71
-315.7 less-open 48 114 101 11 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.3 0.8 MW-67 551 329.84
-315.8 less-open 39 114 101 11 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.1 0.1 MW-67 552 329.97
-315.9 less-open 46 117 104 14 3
E 70-115 45 3.4E-04 2.6E-04 9.6E-01 7.4E-01 0.1 0.1 MW-67 553 332.51
-318.5 less-open 49 338 325 235 2
NW 291-335 44 3.4E-04 4.7E-04 9.6E-01 1.3E+00 2.5 5.3 MW-67 554 333.59
-319.6 less-open 60 337 324 234 2
NW 291-335 44 3.4E-04 4.7E-04 9.6E-01 1.3E+00 1.1 1.1 MW-67 555 334.4
-320.4 less-open 50 105 92 2
3 E
70-115 45 3.4E-04 4.7E-04 9.6E-01 1.3E+00 0.8 4.4 MW-67 556 334.53
-320.5 less-open 39 326 313 223 2
NW 291-335 44 3.4E-04 4.7E-04 9.6E-01 1.3E+00 0.1 0.9 MW-67 557 335.73
-321.7 less-open 44 67 54 324 NSR NSR NSR NSR 3.4E-04 4.7E-04 9.6E-01 1.3E+00 1.2 MW-67 558 335.82
-321.8 less-open 38 219 206 116 NSR NSR NSR NSR 3.4E-04 4.7E-04 9.6E-01 1.3E+00 0.1 MW-67 559 336.02
-322.0 less-open 33 295 282 192 NSR NSR NSR NSR 3.4E-04 4.7E-04 9.6E-01 1.3E+00 0.2 MW-67 560 336.78
-322.8 less-open 83 287 274 184 NSR NSR NSR NSR 3.4E-04 4.7E-04 9.6E-01 1.3E+00 0.8 MW-67 561 337.91
-323.9 less-open 42 219 206 116 NSR NSR NSR NSR 3.4E-04 4.7E-04 9.6E-01 1.3E+00 1.1 Notes:
- 1. Joint/Fracture ID represents a consecutive identification number with depth for an apparent joint of fracture.
- 2. Elevations are above NGVD29.
- 3. Determined by Advanced Logic Technology based on borehole geophysical analysis (refer to Appendix C for logs).
- 4. Corrected dip direction from magnetic north by 13°. The true dip direction azimuth is based on the right hand rule convention, which represents the azimuth of the line within a dipping plane that is 90° from the strike azimuth in clockwise direction.
- 5. Joint strike direction azimuth represents the azimuth orientation of intersection between the joint/fracture plane and a horizontal plane using the right hand rule convention.
- 6. Site sets represent large scale interpretations of significant joint/fracture sets based on geophysical analysis.
Set numbers correspond to dip direction angle ranges:
1 2
3 4
5 6
SE NW E
W S
N 116-165 291-335 70-115 245-290 166-200 336-21 Set No.
Dip direction Azimuth range J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX Q FRACTURE FLOW MODEL DATABASE Indian Point Buchanan, New York File No. 17869.10 Page 88 of 88 11/21/2007 Site Sets6 Hydraulic Conductivity Test Result7 (k)
Number Dip Direction Azimuth Range Azimuth Delta cm/s ft/day 1
2 3
4 5
6 Location Joint1/
Fracture ID Dip Angle Magnetic Dip Direction Azimuth Depth from Ground Surface (ft)
Interpreted3 Planar Feature Category Elevation2 (ft)
True Dip4 Direction Azimuth Joint5 Strike Direction Azimuth Vertical Set Joint Spacing (ft)
Joint8 Spacing (ft)
- 7. Based on GZA's hydraulic conductivity test results. Refer to Appendix G for test methods and detailed calculations.
- 8. Represents the vertical distance between each consecutive joint/fracture along the borehole axis.
- 9. Vertical set joint spacing is the vertical distance between each consecutive joint/fracture within a designated set.
- 10. No Set Recorded.
- 11. Test Not Performed.
J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Appendices\\Q) Fracture Set Database_\\Fracture Flow Model Database.xls\\Database
APPENDIX R - GROUNDWATER CONTOUR MAPS
MW-33 (9.1)
MW-46 (11.7)
MW-48-23 (-0.8)
MW-49-26 (0.1)
MW-50-66 (2.2)
MW-52-162 (0.1)
MW-60-176 (-0.4)
MW-61 (0.1)
MW-111 (8.2)
MW-54-190 (2.9)
MW-56-83 (18.7)
MW-107 (117.4)
MW-34 (9.1)
U3-4D (3.6)
MW-30-69 (11.8)
MW-38 (1.2)
MW-58-26(4.8)
MW-31-63 (38.1)
MW-32-62 (38.4)
MW-36-41 (7.1)
MW-41-40 (30.0)
MW-42-49 (34.0)
MW-53-82 (8.7)
MW-55-54 (6.4)
MW-57-11 (7.5)
MW-59-68 (2.3)
MW-66 open (0.2)
MW-108 (7.2)
MW-109 (4.7)
U3-1 (3.5)
U3-2 (3.8)
U3-3 (4.3)
U3-4S (3.0)
U3-T1 (3.6)
U3-T2 (3.6)
MW-35 (9.4)
MW-37-57 (5.3)
MW-39-102 (23.7)
MW-40-127 (51.9)
MW-43-28 (32.4)
MW-44-67 (33.1)
MW-45-42 (26.3)
MW-47-80 (21.4)
MW-51-40 (51.3)
MW-62-92 (1.2)
MW-63-174 (0.7)
MW-65-48 (29.9)
I-2 (48.7) 0 100 200 300 400 Dry Season (2/12/07) Groundwater Elevations at Most Impacted Sampling Intervals
MW-33 (9.1)
MW-46 (11.7)
MW-48-23 (1.0)
MW-49-26 (1.1)
MW-50-42 (5.1)
MW-52-11 (5.7)
MW-60-35 (2.5)
MW-61 (1.5)
MW-111 (8.2)
MW-54-37 (5.4)
MW-56-53 (20.3)
MW-107 (117.4)
MW-34 (9.1)
U3-4D (3.6)
MW-30-69 (11.8)
MW-38 (2.5)
MW-58-26(5.0)
MW-31-49 (39.1)
MW-32-62 (38.4)
MW-36-24 (7.0)
MW-41-40 (30.0)
MW-42-49 (34.0)
MW-53-82 (8.7)
MW-55-24 (6.7)
MW-57-11 (7.6)
MW-59-32 (2.0)
MW-66 open (1.2)
MW-108 (7.2)
MW-109 (4.7)
U3-1 (3.5)
U3-2 (3.8)
U3-3 (4.3)
U3-4S (3.0)
U3-T1 (3.6)
U3-T2 (3.6)
MW-35 (9.4)
MW-37-22 (4.2)
MW-39-67 (24.1)
MW-40-24 (58.6)
MW-43-28 (32.4)
MW-44-67 (33.1)
MW-45-42 (26.3)
MW-47-56 (21.4)
MW-51-40 (51.3)
MW-62-37 (0.1)
MW-63-50 (1.5)
MW-65-48 (29.9)
I-2 (48.7) 0 100 200 300 400 Dry Season (2/12/07) High Tide
MW-33 (9.1)
MW-46 (11.7)
MW-48-23 (-0.8)
MW-49-26 (0.1)
MW-50-42 (4.8)
MW-52-11 (5.7)
MW-60-35 (1.7)
MW-61 (0.1)
MW-111 (8.2)
MW-35 (9.4)
MW-37-22 (3.9)
MW-39-67 (24.1)
MW-40-24 (58.6)
MW-43-28 (32.4)
MW-44-67 (33.1)
MW-45-42 (26.3)
MW-47-56 (21.4)
MW-51-40 (51.3)
MW-62-37 (-0.7)
MW-63-50 (0.2)
MW-65-48 (29.9)
I-2 (48.7)
MW-31-49 (39.1)
MW-32-62 (38.4)
MW-36-24 (7.0)
MW-41-40 (30.0)
MW-42-49 (34.0)
MW-53-82 (8.7)
MW-55-24 (6.6)
MW-57-11 (7.5)
MW-59-32 (0.9)
MW-66 open (0.2)
MW-108 (7.2)
MW-109 (4.7)
U3-1 (3.5)
U3-2 (3.8)
U3-3 (4.3)
U3-4S (3.0)
U3-T1 (3.6)
U3-T2 (3.6)
MW-30-69 (11.8)
MW-38 (1.2)
MW-58-26(4.8)
U3-4D (3.6)
MW-34 (9.1)
MW-54-37 (5.1)
MW-56-53 (20.3)
MW-107 (117.4) 0 100 200 300 400 Dry Season (2/12/07) Low Tide
MW-33 (10.7)
MW-46 (14.2)
MW-48-23 (0.1)
MW-49-26 (0.4)
MW-50-66 (3.5)
MW-52-162 (0.5)
MW-60-176 (0.1)
MW-61 (0.9)
MW-111 (10.2)
MW-31-63 (45.6)
MW-32-62 (46.6)
MW-36-41 (7.2)
MW-40-127 (56.2)
MW-41-40 (34.5)
MW-42-49 (34.9)
MW-53-82 (11.7)
MW-55-54 (7.9)
MW-57-11 (11.0)
MW-59-68 (1.4)
MW-66 open (0.9)
MW-108 (9.8)
MW-109 (9.1)
U3-1 (4.1)
U3-2 (5.4)
U3-3 (8.0)
U3-4S (3.7)
U3-T1 (4.3)
U3-T2 (4.3)
MW-35 (11.2)
MW-37-57 (6.1)
MW-39-102 (30.7)
MW-43-28 (34.1)
MW-44-67 (37.3)
MW-45-42 (33.1)
MW-47-80 (27.2)
MW-51-40 (53.3)
MW-62-92 (1.5)
MW-63-174 (2.1)
MW-65-48 (31.7)
I-2 (52.0)
MW-30-69 (12.5)
MW-38 (2.1)
MW-58-26(8.2)
U3-4D (3.9)
MW-34 (10.8)
MW-54-190 (7.2)
MW-56-83 (24.4)
MW-107 (120.6) 0 100 200 300 400 Wet Season (3/28/07) Groundwater Elevations at Most Impacted Sampling Intervals
MW-33 (10.7)
MW-46 (14.2)
MW-48-23 (2.7)
MW-49-26 (2.3)
MW-50-42 (6.1)
MW-52-11 (6.4)
MW-60-35 (3.1)
MW-61 (2.4)
MW-111 (10.2)
MW-54-37 (9.8)
MW-56-53 (24.4)
MW-107 (120.6)
MW-34 (10.8)
U3-4D (3.9)
MW-30-69 (12.5)
MW-38 (3.8)
MW-58-26(8.4)
MW-35 (11.2)
MW-37-22 (5.1)
MW-39-67 (31.1)
MW-40-24 (62.9)
MW-43-28 (34.14)
MW-44-67 (37.3)
MW-45-42 (33.1)
MW-47-56 (27.2)
MW-51-40 (53.3)
MW-62-37 (1.8)
MW-63-50 (2.1)
MW-65-48 (31.7)
I-2 (52.0)
MW-31-49 (48.0)
MW-32-62 (46.6)
MW-36-24 (7.1)
MW-41-40 (34.5)
MW-42-49 (34.9)
MW-53-82 (11.7)
MW-55-24 (8.3)
MW-57-11 (11.1)
MW-59-32 (2.1)
MW-66 open (2.4)
MW-108 (9.8)
MW-109 (9.1)
U3-1 (4.5)
U3-2 (5.5)
U3-3 (8.0)
U3-4S (4.0)
U3-T1 (4.6)
U3-T2 (4.6) 0 100 200 300 400 Wet Season (3/28/07) High Tide
MW-35 (11.2)
MW-37-22 (4.7)
MW-39-67 (31.1)
MW-40-24 (62.9)
MW-43-28 (34.14)
MW-44-67 (37.3)
MW-45-42 (33.1)
MW-47-56 (27.2)
MW-51-40 (53.3)
MW-62-37 (0.7)
MW-63-50 (1.7)
MW-65-48 (31.7)
I-2 (52.0)
MW-31-49 (48.0)
MW-32-62 (46.6)
MW-36-24 (7.1)
MW-41-40 (34.5)
MW-42-49 (34.9)
MW-53-82 (11.7)
MW-55-24 (8.1)
MW-57-11 (11.0)
MW-59-32 (0.9)
MW-66 open (0.9)
MW-108 (9.8)
MW-109 (9.1)
U3-1 (4.1)
U3-2 (5.4)
U3-3 (8.0)
U3-4S (3.7)
U3-T1 (4.3)
U3-T2 (4.3)
U3-4D (3.9)
MW-34 (10.8)
MW-54-37 (9.6)
MW-56-53 (24.4)
MW-107 (120.6)
MW-33 (10.7)
MW-46 (14.2)
MW-48-23 (0.1)
MW-49-26 (0.4)
MW-50-42 (5.7)
MW-52-11 (6.4)
MW-60-35 (2.5)
MW-61 (0.9)
MW-111 (10.2)
MW-30-69 (12.5)
MW-38 (2.1)
MW-58-26(8.2) 0 100 200 300 400 Wet Season (3/28/07) Low Tide
APPENDIX S - RAINFALL MODEL FLUX CALCULATIONS
Facility Groundwater Flux Calculation Site Indian Point Prepared By:
MJG Job No. 17869.10 Reviewed By:
mjb Parameter Values:
Totals Total Catchment Area (ft^2)
Total Improved Area (ft^2)
Recharge (ft/yr)
Precipitation (ft/yr) 3,969,765 1,355,080 0.84 3.02 Surface Water Northern Clean Area Improved (ft^2)
Unit 2 North Improved Area (ft^2)
Unit 1/2 Improved Area (ft^2)
Unit 3 North Improved Area (ft^2)
Unit 3 South Improved Area (ft^2)
Southern Clean Zone Improved Area (ft^2) 0 136,704 350,015 333,716 321,290 213,354 Northern Clean Area Unimproved (ft^2)
Unit 2 North Unimproved Area (ft^2)
Unit 1/2 Unimproved Area (ft^2)
Unit 3 North Unimproved Area (ft^2)
Unit 3 South Unimproved Area (ft^2)
Southern Clean Zone Unimproved Area (ft^2) 111,863 217,667 438,221 323,116 268,862 585,600 Northern Clean Area Catchment (ft^2)
Unit 2 North Catchment Area (ft^2)
Unit 1/2 Catchment Area (ft^2)
Unit 3 North Catchment Area (ft^2)
Unit 3 South Catchment Area (ft^2)
Southern Clean Zone Catchment Area (ft^2) 156,694 354,371 1,136,965 770,550 607,882 943,302 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Post 07-12-18 version 7 files\\Version 7 Appendices\\S) Rainfall Model Flux Calculations\\
08-01-03_Flux_calc_summary_with split rainfall - final.xls; Rainfall_model Page 1 of 6 Print Date: 1/3/2008
Facility Groundwater Flux Calculation Site Indian Point Prepared By:
MJG Job No. 17869.10 Reviewed By:
mjb Potential Water Received by Storm Drain System
=(Improved Area) x Precipitation Northern Clean Area Unit 2 North Unit 1/2 Unit 3 North Unit 3 South Southern Clean Zone Units 0
412,846 1,057,046 1,007,823 970,294 644,331 ft^3/yr 0
1,131 2,896 2,761 2,658 1,765 ft^3/day 0.00 5.88 15.04 14.34 13.81 9.17 GPM 0
11,690,498 29,932,207 28,538,375 27,475,679 18,245,408 L/Yr 6443.30539 Water Directly Recharged to Aquifer from Precipitation
=Unimproved Area x Recharge Northern Clean Area Unit 2 North Unit 1/2 Unit 3 North Unit 3 South Southern Clean Zone Units 93,618 182,165 366,746 270,414 225,010 490,087 ft^3/yr 256 499 1,005 741 616 1,343 ft^3/day 1.33 2.59 5.22 3.85 3.20 6.98 GPM 2,650,964 5,158,334 10,385,080 7,657,276 6,371,572 13,877,706 L/Yr The total amount of water available to be received by the storm system is computed as the combined area of buildings and paved areas in the catchment multiplied by the annual precipitation rate. Note this conservatively assumes that the amount of water lost to the atmosphere or other sinks after precipitation has fallen on paved or built up surfaces is zero.
Note that this calculation reflects recharge to the aquifer in non-paved areas. The Recharge value listed above and used in this calculation reflects only that portion of precipitation that actually recharges the aquifer.
J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Post 07-12-18 version 7 files\\Version 7 Appendices\\S) Rainfall Model Flux Calculations\\
08-01-03_Flux_calc_summary_with split rainfall - final.xls; Rainfall_model Page 2 of 6 Print Date: 1/3/2008
Facility Groundwater Flux Calculation Site Indian Point Prepared By:
MJG Job No. 17869.10 Reviewed By:
mjb Water Recharged to Aquifer (Direct Recharge Plus Storm Water Leakage Minus Drain Removal)
=(Direct Recharge + X% Water Received by Storm System) - (Y% x Water Removed by Drains)
Total Water Discharged to Aquifer
[Northern Clean Area Catchment +
(0% Storm Drain Water)]
[Unit 2 North + (50% Storm Drain Water)]-[5gpm]
[Unit 1/2 Area Catchment + (30%
Storm Drain Water)]-
[7.5 gpm]
[Unit 3 North Area Catchment + (50%
Storm Drain Water)]-[7.5gpm]
[Unit 3 South Area
+ (1% Storm Drain Water)]
[Southern Clean Zone Area + (1%
Storm Drain Water)]
Units 93,618 37,275 156,891 247,357 234,713 499,790 ft^3/yr 256 102 430 678 643 1,369 ft^3/day 1.33 0.53 2.23 3.52 3.34 7.11 GPM 2,650,964 1,055,521 4,442,649 7,004,370 6,646,329 14,152,463 L/Yr Upper and Lower Zone J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Post 07-12-18 version 7 files\\Version 7 Appendices\\S) Rainfall Model Flux Calculations\\
08-01-03_Flux_calc_summary_with split rainfall - final.xls; Rainfall_model Page 3 of 6 Print Date: 1/3/2008
Facility Groundwater Flux Calculation Site Indian Point Prepared By:
MJG Job No. 17869.10 Reviewed By:
mjb Groundwater Discharged to Canal
=Water Recharged to Aquifer x X% flowing to Canal Northern Clean Area Catchment x 0%
Unit 2 North x 31.4%
Unit 1/2 Area Catchment 26.6%
Unit 3 North Area Catchment x 58.8%
Unit 3 South Area x73.9%
Southern Clean Zone Area x 0%
Units 0
11,704 41,733 145,446 173,453 0 ft^3/yr 0
32 114 398 475 0 ft^3/day 0.00 0.17 0.59 2.07 2.47 0.00 GPM 0
331,434 1,181,745 4,118,570 4,911,637 0 L/Yr Upper and Lower Zone J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Post 07-12-18 version 7 files\\Version 7 Appendices\\S) Rainfall Model Flux Calculations\\
08-01-03_Flux_calc_summary_with split rainfall - final.xls; Rainfall_model Page 4 of 6 Print Date: 1/3/2008
Facility Groundwater Flux Calculation Site Indian Point Prepared By:
MJG Job No. 17869.10 Reviewed By:
mjb Groundwater Discharged to River
=Water Recharged to Aquifer x X% flowing to River Northern Clean Area Catchment x 100%
Unit 2 North x 68.6%
Unit 1/2 Area Catchment 73.4%
Unit 3 North Area Catchment x 41.2%
Unit 3 South Area x26.1%
Southern Clean Zone Area x 100%
Units 93,618 25,571 115,158 101,911 61,260 499,790 ft^3/yr 256 70 316 279 168 1,369 ft^3/day 1.33 0.36 1.64 1.45 0.87 7.11 GPM 2,650,964 724,087 3,260,905 2,885,800 1,734,692 14,152,463 L/Yr Water Remaining in Storm Drains and Discharged to Canal
=Storm Drain Water x X% Not Leaking to Groundwater and Not Discharging to River Northern Clean Area Catchment (0% Storm Drain Water)
Unit 2 North (45% Storm Drain Water)
Unit 1/2 Area Catchment (60%
Storm Drain Water)
Unit 3 North Area Catchment (40%
Storm Drain Water)
Unit 3 South Area (94% Storm Drain Water)
Southern Clean Zone Area (94%
Storm Drain Water)
Units 0
185,781 634,228 403,129 912,077 605,671 ft^3/yr 0
509 1,738 1,104 2,499 1,659 ft^3/day 0
2.64 9.03 5.74 12.98 8.62 GPM 0
5,260,724 17,959,324 11,415,350 25,827,138 17,150,684 L/Yr Upper and Lower Zone J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Post 07-12-18 version 7 files\\Version 7 Appendices\\S) Rainfall Model Flux Calculations\\
08-01-03_Flux_calc_summary_with split rainfall - final.xls; Rainfall_model Page 5 of 6 Print Date: 1/3/2008
Facility Groundwater Flux Calculation Site Indian Point Prepared By:
MJG Job No. 17869.10 Reviewed By:
mjb Water Remaining in Storm Drains and Discharged to River Northern Clean Area Catchment (0% Storm Drain Water)
Unit 2 North (5% Storm Drain Water)
Unit 1/2 Area Catchment (10%
Storm Drain Water)
Unit 3 North Area Catchment (10%
Storm Drain Water)
Unit 3 South Area (5% Storm Drain Water)
Southern Clean Zone Area (5%
Storm Drain Water)
Units 0
20,642 105,705 100,782 48,515 32,217 ft^3/yr 0
57 290 276 133 88 ft^3/day 0
0.29 1.50 1.43 0.69 0.46 GPM 0
584,525 2,993,221 2,853,837 1,373,784 912,270 L/Yr Notes:
The recharge rate used herein, 0.84 ft/yr (10.0 inches/year), is within the range of values discussed in the USGS modeling report1. The reported recharge ranged from 3.6 inches/year to 7.5 inches/year for a till to 20 inches per year for coarse grained glacially stratified deposits. A precipitation value of 3.02ft/yr, (a 10 year average measured at the Facility meteorological station) was also used in the computations. The catchment area was defined using an AutoCAD topo map for the Site and surrounding area. The catchment was defined by starting at the area marked "line of water grant" and tracking east, away from the River, to define portions of the land surface contributing water to the selected discharge zone. Calculations assume that run-off or overland flow in unimproved areas of the Site is negligible, there are no changes in storage and the Hudson River is a gaining stream.
- 1. USGS. Water Use, Ground-Water Recharge and Availability, and Quality of Water in the Greenwich Area, Fairfield County, Connecticut and Westchester County, New York, 2000-2002 J:\\17,000-18,999\\17869\\17869-10.DW\\GROUNDWATER INVESTIGATION REPORT\\Post 07-12-18 version 7 files\\Version 7 Appendices\\S) Rainfall Model Flux Calculations\\
08-01-03_Flux_calc_summary_with split rainfall - final.xls; Rainfall_model Page 6 of 6 Print Date: 1/3/2008
APPENDIX S Analytical Groundwater Flow Model (Basic Procedures)
The IPEC watershed was divided in six areas constituting flow tubes. That is the areas were constructed based on groundwater contours. (See FIGURE 6.19)
The area of each tube was calculated.
The tubes were divided vertically into shallow (upper 55 feet) and deep (55 to 200 feet), and horizontally at the canal to form four zones in each flow tube. (See following sketch)
The hydraulic conductivities of the shallow and deep zones were computed as the geometric mean of hydraulic conductivity tests performed in these zones.
The hydraulic gradient in each zone was computed from shallow and deep piezometric contours. (See Figures 6.19 and 6.20)
Portions of the flow tubes serviced by storm water management systems were identified and an estimated portion of the calculated run-off was added to the estimated areal recharge to account for recharge due to storm water system infiltration.
The model was calibrated by trial and error. That is, an areal recharge rate was selected from a range of probable values that balanced computed groundwater flows.
The groundwater flow to the cooling water discharge canal was taken as the difference in the Darcy flows in the stream tubes above (East or upgradient of) and below (West or downgradient of ) the canal.