ML043090286: Difference between revisions

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AH 1   Auger Hole Location (1967)
AH 1 Auger Hole Location (1967)
DH 100 Drill Hole Location (1967)             e           :    ' .
DH 100 Drill Hole Location (1967) e SW I Supply Well Locatio OW I Observation Well Location for Evaporation Pond (1985)  
SW I   Supply Well Locatio OW I   Observation Well Location for Evaporation Pond (1985)     \AH for Evaporation Pond (1985)               ______AH____
\\AH for Evaporation Pond (1985)
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Groundwater Levels Southern Sacramento County Spring 2003 Groundwater Levels Southern Sacramento County Fall 2003
Groundwater Levels Southern Sacramento County Spring 2003 Groundwater Levels Southern Sacramento County Fall 2003


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Potential Potential                    Receptor Release     Secondary           Pathway Sources -                        Migration                       and Mechanisms    Sources Mechanism                  . Exposure
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                                                                *Route 1
Release Mechanisms Secondary Sources Potential Migration Mechanism Pathway Potential Receptor and
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*Route 1
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R-.Sftd1O4Ad-eeo ci-LCT id02604 SOC


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Information Requirements for RESRAD Modeling for RSGNS Parameter or Data Need                     RSGNS Data Availability                   Adequacy Rating Soil dry bulk density                       39 measurements                       Inadequate; samples from limited area Soil total porosity                         15 measurements                       Inadequate; samples from one boring Effective porosity                         No data; calculated from other         Inadequate parameters Hydraulic conductivity                     8 in unsaturated zone; 23 in saturated Inadequate; no data below 200 feet
Information Requirements for RESRAD Modeling for RSGNS Parameter or Data Need RSGNS Data Availability Adequacy Rating Soil dry bulk density 39 measurements Inadequate; samples from limited area Soil total porosity 15 measurements Inadequate; samples from one boring Effective porosity No data; calculated from other Inadequate parameters Hydraulic conductivity 8 in unsaturated zone; 23 in saturated Inadequate; no data below 200 feet zone Volumetric water content 71 measurements Adequate -
                                            -      zone Volumetric water content                   71 measurements                       Adequate -
Soil exponential b parameter No data Can be obtained from other parameters Hydraulic gradient - horizontal No data Inadequate Hydraulic gradient - vertical No data Inadequate Water table drop rate Data from existing subbasin wells Adequate Thickness of uncontaminated, Combined zones are approximately 150 Inadequate unsaturated zones<.
Soil exponential b parameter               No data                               Can be obtained from other parameters Hydraulic gradient - horizontal             No data                               Inadequate Hydraulic gradient - vertical               No data                               Inadequate Water table drop rate                       Data from existing subbasin wells     Adequate Thickness of uncontaminated,               Combined zones are approximately 150   Inadequate unsaturated zones<.                       feet thick Potentiometric surface maps                 No data on site                       Inadequate Groundwater flow paths                     No data                               Can be estimated with hydraulic gradients Climatic, land use, and recharge impacts   Data available for subbasin           Adequate Surface water impacts on groundwater       No data; groundwater 150 feet below   Inadequate onsite along No Name creek surface                               and downstream Rate of groundwater movement               Limited data to perform calculation   Inadequate for entire aquifer; obtained from hydraulic conductivity and gradient Rate of contaminant transport               No data                               Inadequate if contaminants are present; calculated from rate of groundwater movement Radionuclide presence and extent           Limited data for soil or groundwater   Inadequate Kd Partitioning coefficient                 No data                               To be derived with probabilistic calculations in RESRAD
feet thick Potentiometric surface maps No data on site Inadequate Groundwater flow paths No data Can be estimated with hydraulic gradients Climatic, land use, and recharge impacts Data available for subbasin Adequate Surface water impacts on groundwater No data; groundwater 150 feet below Inadequate onsite along No Name creek surface and downstream Rate of groundwater movement Limited data to perform calculation Inadequate for entire aquifer; obtained from hydraulic conductivity and gradient Rate of contaminant transport No data Inadequate if contaminants are present; calculated from rate of groundwater movement Radionuclide presence and extent Limited data for soil or groundwater Inadequate Kd Partitioning coefficient No data To be derived with probabilistic calculations in RESRAD


Data for Wells On-Site and Downgradient from RSNGS Well ID         Total Depth Screen Interval Water Use Monitored (ft bgs)       (ft.bgs)                 by SMUD
Data for Wells On-Site and Downgradient from RSNGS Well ID Total Depth Screen Interval Water Use Monitored (ft bgs)
;11 Site well (SW-1)               410     156-400     RSNGS         Yes 12 Marciel Ranch                   250       NA       Domestic       Yes 13 Clay Cattle Feedlot               NA       NA       Commercial     Yes 14Tiplings-Clay Area           175       NA     -Domestic       Yes
(ft.bgs) by SMUD
-49 Vineyard Well                   785       NA       Irrigation     Yes 8 Silva Feedlot Well.               NA       NA       Commercial-   Yes OW-1                             187.8   172.7-182.7   :None           No OW-2                               183   168.2-177.2   None           No OW-3                             192.9   176.8-187.2   None           No
;11 Site well (SW-1) 410 156-400 RSNGS Yes 12 Marciel Ranch 250 NA Domestic Yes 13 Clay Cattle Feedlot NA NA Commercial Yes 14Tiplings-Clay Area 175 NA  
-Domestic Yes
-49 Vineyard Well 785 NA Irrigation Yes 8 Silva Feedlot Well.
NA NA Commercial-Yes OW-1 187.8 172.7-182.7
:None No OW-2 183 168.2-177.2 None No OW-3 192.9 176.8-187.2 None No


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Proposed Cluster Well Descriptions, Sampling, and Rationale Propos ed Locati on,     Piez Identifi omet cation   ers in (see     the Figure   Clust 4-1)     er                               Sampling                                               Rationale P1       3                                                                   East of SW-1 Obtain parameters for mathematical modeling.
Proposed Cluster Well Descriptions, Sampling, and Rationale Propos ed Locati on, Piez Identifi omet cation ers in (see the Figure Clust 4-1) er Sampling Rationale P1 3
Establish background concentrations; Groundwater: radionuclides and boron - sample in three         Monitor static water levels at three depth successive quarters; then decide on need for additional       intervals; sampling                                                       Monitor water levels when SW-1 is pumping at three depth intervals; P2       3   Soil: dry bulk density, total porosity, hydraulic conductivity West of Turbine Building.
East of SW-1 Obtain parameters for mathematical modeling.
Establish background concentrations; Groundwater: radionuclides and boron - sample in three Monitor static water levels at three depth successive quarters; then decide on need for additional intervals; sampling Monitor water levels when SW-1 is pumping at three depth intervals; P2 3
Soil: dry bulk density, total porosity, hydraulic conductivity West of Turbine Building.
Obtain parameters for mathematical modeling.
Obtain parameters for mathematical modeling.
Groundwater: radionuclides and boron - sample in three         Determine if contaminants are entering successive quarters; then decide on need for additional       groundwater, at reactor turbine building, fuel sampling                                                       storage building Monitor water levels at three depth intervals P3       3   Soil: dry bulk density, total porosity, hydraulic conductivity Southwest of the reactor/ fuel storage building, near the transformer yard Obtain parameters for mathematical modeling Groundwater: radionuclides and boron - sample in three         Determine if contaminants are entering successive quarters; then decide on need for additional       groundwater, at reactor turbine building, fuel sampling                                                       storage building Monitor water levels at three depth intervals P4       1   Soil: dry bulk density, total porosity, hydraulic conductivity West of Retention Basins Obtain parameters for mathematical modeling; Groundwater: radionuclides and boron - sample in three         Determine if contaminants are entering successive quarters; then decide on need for additional       groundwater from leakage of discharge retention sampling                                                       basins Monitor water levels at one depth interval
Groundwater: radionuclides and boron - sample in three Determine if contaminants are entering successive quarters; then decide on need for additional groundwater, at reactor turbine building, fuel sampling storage building Monitor water levels at three depth intervals P3 3
Soil: dry bulk density, total porosity, hydraulic conductivity Southwest of the reactor/ fuel storage building, near the transformer yard Obtain parameters for mathematical modeling Groundwater: radionuclides and boron - sample in three Determine if contaminants are entering successive quarters; then decide on need for additional groundwater, at reactor turbine building, fuel sampling storage building Monitor water levels at three depth intervals P4 1
Soil: dry bulk density, total porosity, hydraulic conductivity West of Retention Basins Obtain parameters for mathematical modeling; Groundwater: radionuclides and boron - sample in three Determine if contaminants are entering successive quarters; then decide on need for additional groundwater from leakage of discharge retention sampling basins Monitor water levels at one depth interval


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Proposed Cluster Well Descriptions, Sampling, and Rationale continued P5 3                                                         Near western property boundary, 200 feet north of No-name creek; Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling                                               Monitor water levels at three depth intervals P6 3                                                         Near western property boundary, 100 feet south of No-name creek Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling                                               Monitor water levels at three depth intervals P7 2                                                         Near western property boundary, adjacent to OW-2 Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling                                               Monitor water levels at two depth intervals here and one in OW-2
 
Proposed Cluster Well Descriptions, Sampling, and Rationale continued P5 3
Near western property boundary, 200 feet north of No-name creek; Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling Monitor water levels at three depth intervals P6 3
Near western property boundary, 100 feet south of No-name creek Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling Monitor water levels at three depth intervals P7 2
Near western property boundary, adjacent to OW-2 Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling Monitor water levels at two depth intervals here and one in OW-2


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Latest revision as of 23:51, 15 January 2025

Presentation Slides from the 11/03/2004 Meeting Between the Nuclear Regulatory Commission Staff and Sacramento Municipal Utility District Regarding the Rancho Seco Nuclear Generating Station License Termination Plan
ML043090286
Person / Time
Site: Rancho Seco
Issue date: 11/03/2004
From:
Sacramento Municipal Utility District (SMUD)
To:
NRC/FSME
References
-RFPFR
Download: ML043090286 (50)


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Groundwater Levels Southern Sacramento County Spring 2003 Groundwater Levels Southern Sacramento County Fall 2003

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Information Requirements for RESRAD Modeling for RSGNS Parameter or Data Need RSGNS Data Availability Adequacy Rating Soil dry bulk density 39 measurements Inadequate; samples from limited area Soil total porosity 15 measurements Inadequate; samples from one boring Effective porosity No data; calculated from other Inadequate parameters Hydraulic conductivity 8 in unsaturated zone; 23 in saturated Inadequate; no data below 200 feet zone Volumetric water content 71 measurements Adequate -

Soil exponential b parameter No data Can be obtained from other parameters Hydraulic gradient - horizontal No data Inadequate Hydraulic gradient - vertical No data Inadequate Water table drop rate Data from existing subbasin wells Adequate Thickness of uncontaminated, Combined zones are approximately 150 Inadequate unsaturated zones<.

feet thick Potentiometric surface maps No data on site Inadequate Groundwater flow paths No data Can be estimated with hydraulic gradients Climatic, land use, and recharge impacts Data available for subbasin Adequate Surface water impacts on groundwater No data; groundwater 150 feet below Inadequate onsite along No Name creek surface and downstream Rate of groundwater movement Limited data to perform calculation Inadequate for entire aquifer; obtained from hydraulic conductivity and gradient Rate of contaminant transport No data Inadequate if contaminants are present; calculated from rate of groundwater movement Radionuclide presence and extent Limited data for soil or groundwater Inadequate Kd Partitioning coefficient No data To be derived with probabilistic calculations in RESRAD

Data for Wells On-Site and Downgradient from RSNGS Well ID Total Depth Screen Interval Water Use Monitored (ft bgs)

(ft.bgs) by SMUD

11 Site well (SW-1) 410 156-400 RSNGS Yes 12 Marciel Ranch 250 NA Domestic Yes 13 Clay Cattle Feedlot NA NA Commercial Yes 14Tiplings-Clay Area 175 NA

-Domestic Yes

-49 Vineyard Well 785 NA Irrigation Yes 8 Silva Feedlot Well.

NA NA Commercial-Yes OW-1 187.8 172.7-182.7

None No OW-2 183 168.2-177.2 None No OW-3 192.9 176.8-187.2 None No

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Proposed Cluster Well Descriptions, Sampling, and Rationale Propos ed Locati on, Piez Identifi omet cation ers in (see the Figure Clust 4-1) er Sampling Rationale P1 3

East of SW-1 Obtain parameters for mathematical modeling.

Establish background concentrations; Groundwater: radionuclides and boron - sample in three Monitor static water levels at three depth successive quarters; then decide on need for additional intervals; sampling Monitor water levels when SW-1 is pumping at three depth intervals; P2 3

Soil: dry bulk density, total porosity, hydraulic conductivity West of Turbine Building.

Obtain parameters for mathematical modeling.

Groundwater: radionuclides and boron - sample in three Determine if contaminants are entering successive quarters; then decide on need for additional groundwater, at reactor turbine building, fuel sampling storage building Monitor water levels at three depth intervals P3 3

Soil: dry bulk density, total porosity, hydraulic conductivity Southwest of the reactor/ fuel storage building, near the transformer yard Obtain parameters for mathematical modeling Groundwater: radionuclides and boron - sample in three Determine if contaminants are entering successive quarters; then decide on need for additional groundwater, at reactor turbine building, fuel sampling storage building Monitor water levels at three depth intervals P4 1

Soil: dry bulk density, total porosity, hydraulic conductivity West of Retention Basins Obtain parameters for mathematical modeling; Groundwater: radionuclides and boron - sample in three Determine if contaminants are entering successive quarters; then decide on need for additional groundwater from leakage of discharge retention sampling basins Monitor water levels at one depth interval

c07.

Proposed Cluster Well Descriptions, Sampling, and Rationale continued P5 3

Near western property boundary, 200 feet north of No-name creek; Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling Monitor water levels at three depth intervals P6 3

Near western property boundary, 100 feet south of No-name creek Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling Monitor water levels at three depth intervals P7 2

Near western property boundary, adjacent to OW-2 Groundwater: radionuclides and boron - sample in three Determine if contaminants are successive quarters; then decide on need for additional migrating from upgradient sources sampling Monitor water levels at two depth intervals here and one in OW-2

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