Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg

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Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Site characterisation in the
final stage of selecting the site
in sedimentary clay rock in
Switzerland
Bernd Frieg
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Swiss waste management concept

2             igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Sectoral Plan – 3 stages towards site selection

    Stage 1   2008 - 2011
    Stage 2   2012 - 2018
    Stage 3   ~ 6 years

3                           igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Proposed siting regions (end of SGT E2 (stage 2))

                                                          ZNO

                                            NL

                JO

                                                 Zürich

4               igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Combined repository or two single repositories: Decision steps
 With the Stage 2 available data, the disposal perimeters at each
  site are large enough to also accomodate both repositories
  (combined repository)
 For each site, variants for a HLW-repository, a LLW-repository or
  a combined repository are being developed
 Based on the results from the Stage 3 investigations and
  considering the safety and engineering feasibility criteria:
   - the preferred site for the HLW-repository will be determined
     first
   - in a second step it will be assessed if there is still enough
     volume to locate the LLW-repository at the same site
   - if yes, the site will be proposed for a combined repository

                                                   Example of variants for
                                                    combined repositories
                                                    (ref. Cost Study 2016)
5                      igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Existing investigations (end of SGT E2 (stage 2))
       Deep boreholes
        Seismic surveys

              Mont Terri
                Project

               Grimsel
               Test Site

6                   igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Geological mapping & sampling

                            e.g. for dating
                            quaternary sediments

7             igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Exploration concepts (until the end of SGT E3 (stage 3))

                                                           Stage 1   2008 - 2011
                                                           Stage 2   2012 - 2018
                                                           Stage 3   ~ 6 years

8                igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Planning products
 Site investigations strategy (all phases and all sites update for each phase)
    -   Aims per phase («identify / confirm / proof potential to construct safe repository»)
    -   Investigations (desk study, airborne surveys, ground surveys, drilling, underground labs)
    -   Key products and level of detail (see legal framework)

 Site investigation concepts (per phase and per site)  regulator
    -   Geology
    -   Phase specific aims
    -   Breakdown of aims to individual methods

 Survey / campaign concepts where necessary
    -   2D, 3D-Seismics: not done (target description only)
    -   shallow drilling: not done (target description only)
    -   deep drilling: planning report including
         -   breakdown of aims to drilling sites
         -   Scenarios for different outcomes

 Drilling applications (invasive investigations require licensing): catalog of
  investigations and drill paths / site  licensing authority
 Drill site work programs (for authorisation by regulator): selected methods /
  investigations per section  regulator
9                                    igd.tp - Berlin Dec. 2018
Site characterisation in the final stage of selecting the site in sedimentary clay rock in Switzerland - Bernd Frieg
Key features– Stage 3 investigations
     No.   Feature                                                      Mainly       Investigations in Stage 3
                                                                     applicable to

                                                                     HLW    L/ILW
           Higher fault density in parts of the disposal perimeter
                                                                                     3D seismics, boreholes for confirming the fault
     M01   and shearing in the host rock due to thrusting from the     X      (X)
                                                                                     inventory
           Alps

     M02   Zones with increased density of sub-vertical faults        (X)     (X)    3D seismics

           Zones with increased fault density in the vicinity of
     M03                                                               X       X     3D seismics, possibly boreholes
           local compressive structures
           Confirmation of depth of the containment-providing                        3D seismics, confirmation of depth using
     M04                                                               X       X
           rock zone                                                                 boreholes
           Significance of overdeepened gullys (channels) for                        Literature studies, shallow boreholes, 3D seismics
     M05                                                               X       X
           the erosion scenarios                                                     with deep boreholes
           Thickness and quality of the upper confining units of
                                                                                     Boreholes for confirmation, 3D seismics,
     M06   the Opalinus Clay, particularly the lower parts of the      X       X
                                                                                     supplementary studies
           ‘Brauner Dogger’

           Thickness and quality of the host rock, particularly
     M07                                                               X       X     Boreholes for confirmation, 3D seismics
           with respect to construction engineering aspects

           Basement geology with regard to fault reactivation
     M08                                                               X       X     Boreholes, 3D seismics, gravimetry, geoelectrics
           and conflicts of use

10                                    igd.tp - Berlin Dec. 2018
Current schedule and key milestones
                                                                                                                       Lead          Authorities
     2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025                                                                     BFE / Region
                                                                                                                                      Nagra
                                                                                                                              Milestones

        Collaboration with the regions                                                               Stage 2
         Identification of the location of surface facilities

           Nagra submits at least 2 proposals for each type of repository

                                                      Review, consultation and Federal Council decision on Stage 2

                                                 3D seismic campaign for Stage 3
                                     Drilling permit application for Stage 3
                                                                                                     Stage 3

                                                  Review of drilling permit applications / Decision UVEK / DETEC
                                                                                   Drilling campaigns
                                                                 Continued collaboration with the regions

                                                                         Site selection in preparation for general licence

                                                                                          Continued collaboration with the regions
                                                                                           General licence application

11                        igd.tp - Berlin Dec. 2018
Geological investigations in Stage 3

3D-Seismic                                       Deep boreholes          Quaternary investigations
• Geological model                               • Rock properties       • Basis for derivation
• Available volume                               • Seismic calibration     of future erosion
   Spatial extent                               • Available volume        scenarios
                                                    Vertical extent
12                   igd.tp - Berlin Dec. 2018
3D-seismic campaign 2015 - 2017

     Area [km2]

     Land owners contacted

     Land owners giving their
     permission

     Communities

     Measurement days

     Person days

     Kilometers driven
     Shot points (vibration
     vehicles/explosives)

     Measurements points

13                              igd.tp - Berlin Dec. 2018
Quaternary investigations
                                            Field investigations
                                              - Drilling into quarternary deposits
                                                to investigate erosion processes
                                                (dating sediments)
                                              - First drilling started in March 2018,
                                                permit applications for 3 additional drillings
                                                undergone public consultation and in the
                                                licensing stage by DETEC

14             igd.tp - Berlin Dec. 2018
Longterm erosion and uplift rates from fluvial terraces
                                                                      Fluvial terraces: archives for
                                                                       reconstruction of base level
                                                                       evolution
                                                                      Periods of consideration:
                                                                        - Past approx. 2 mio yrs
                                                                        - Future approx. 1 mio yrs

                                            Mammal remains
                                            dated to 1.8 – 2.5 Ma
                                            (Bolliger et al. 1996)

                                                                       Total fluvial erosion   Average erosion rates
                                                                       last 2 mio yrs 210 m    last 2 mio yrs 0.11 m/a
                                                                       last 1 mio yrs 130 m    last 1 mio yrs 0.13 m/a
                                                                       last 0.4 mio yrs 30 m   last 0.4 mio yrs 0.08 m/a

15              igd.tp - Berlin Dec. 2018
Estimation of repository depth: Stage 3 approach
           Fluvial erosion                                                        What is the probability of a
                                                                                  critical erosion volume
                                                                                   at site X and at time Y?
           Glacial erosion

                                                                                                high
     ( significant overdeepenings)

                                                                     Probability (critical erosion)
                                                    Bayesian
                                                    analysis
                                                    (stochastic)

                                                                   low
                                                                                                       Time after disposal [years]

      Climate scenarios
16                      igd.tp - Berlin Dec. 2018
Site investigation concepts – underlying strategy
 3D-Seismics: include tectonic context
 Deep drilling: go for the boring geology (proof suitability) avoid complexities
 Drilling applications: 2 years for a license (plus planning / negotiations and
  optional legal procedures); 3D-seismics: 1 year preparation (no license
  required) 1 year processing and interpretation; in-sequence work: 4 years
  min. to locate drill sites
   -  locate drill sites based on 2D-results (on lines)
   -  use approximate locations to distribute targets, built in soft links
         (avoid to be cornered)
 Effort vs. flexibility? Flexibility! 6 – 8 drilling applications / site with 3-4
  directions each. Invest in preparation work and negotiations (licensing
  authority, regulator, cantons, communities, land owners)  React quickly to
  investigation results and availability of drilling licenses
17                  igd.tp - Berlin Dec. 2018
Deep borehole investigations

            Jura Ost                                   Nördlich Lägern                                      Zürich Nordost
                       #                   ENSI          Fed. Gov.
                                                                            - Permits from the Federal Government
                   boreholes              approval       approval
                                                                              sequential starting August 2018
 Jura Ost              8                     11/2017      pending           - Borehole site preparation in late Fall 2018
 Nördlich Lägern       6                      3/2018     1/6 (Aug. 18)      - Start of drilling operations at selected sites
                                                                              in 2019
 Zürich Nordost        8                      1/2017     2/8 (Aug. 18)
18                         igd.tp - Berlin Dec. 2018                     Kartengrundlage tlw. © swisstopo
Survey / campaign concept (drilling campaign)
 Identification of most promising areas within siting regions
 Updated and refined targets
 Discussion of drilling sequence  base for discussion with regulator

19                     igd.tp - Berlin Dec. 2018
NL – SDM – Geological profiles

20             igd.tp - Berlin Dec. 2018
Nordlich Lägern - available information (SDM)

                                            Deep and quaternary borehole locations

21              igd.tp - Berlin Dec. 2018
Drilling license application
 Justification of location (at the edge of most interesting regions)
 Catalog of methods: includes everything, excludes as little as possible
  flexibility

22                  igd.tp - Berlin Dec. 2018
Drilling applications for deep boreholes

      Until Sept. 2018                            Jura Ost (JO)   Nördlich Lägern (NL)     Zürich Nordost (ZNO)
      No. of sites handed in                           8          6 (+1 until Dec. 2018)            8
      Permits given                                    0                    1                       2

23                    igd.tp - Berlin Dec. 2018
Investigation objectives of TBO campaign
 Assessment of spatial extent
       - Confirmation of thickness/depth/lateral extent of containment zone
       - Evaluation / Characterization of structural inventory
 Hydraulic barrier effect
       - Confirmation of hydraulic separation («Stockwerkbau»)
       - Evaluation of barrier efficiency of Upper/Lower Confining Units
       - Confirmation of barrier efficiency of host rock (ss)
 Long-term stability
        - Characterization of tectonic regime
        - Confirmation of THM Properties of host rock
        - Evaluation of conflict of use (permocarboniferous trough)
 Reliability of geological predictions
        - Evaluation of structural inventory
        - Characterization of continuity of Upper/Lower Confining Units
        - Confirmation of continuity of host rock (facial variability)
 Engineering suitability
        - Characterization of geotechnical properties of host rock and stress

24       17.9.2018 - NUMO Workshop   TBO Overview/Ndj
Exploration boreholes – organisation, planning, tendering
 Tendering of different work packages (not general contractor):
                                                                                                                                                                                                                              Ja                                        Bohrkern?                                       Nein

                                                                                                                                                                     Entnahme Kern aus Liner                                                                                                                                                      Berechnung der Aufstiegszeit

                                                                                                                                                                   UV-Licht-Analyse (bei Bedarf)                                                                                                                                                Entnahme von Bohrkleinproben am
                                                                                                                                                                                                                                                                                                                                                      Schüttelsieb (ca. 2 kg)

                                                                                                                                                                            Kern reinigen
                                                                                                                                                                                                                                                                                                            1.5 kg ungewaschen als Rückstellprobe                             0.5 kg Arbeitsprobe Vorbereiten
                                                                                                                                                                                                                                                                                                                        vorbereiten

     - Drilling company
                                                                                                                                                             Zusammensetzung der aufgebrochenen
                                                                                                                                                                  Kernstücke in Kernschiene                                                                                                                                                                                      UV-Licht-Analyse (bei Bedarf)
                                                                                                                                                                                                                                                                                                                  Impfung gegen Schimmelbildung

                                                                                                                                                               Anbringen Kernzusammenhangslinie                                                                                                                                                                         0.5 kg waschen (mit 2mm und 63µm Sieb)
                                                                                                                                                                                                                                                                                                                    Rückstellproben beschriften                         und trocknen im Trockenschrank bei 105°C

                                                                                                                                                            Erstellung der Kernbilanz und Lokalisierung
                                                                                                                                                                    des effektiven Kernverlustes                                                                                                                      Temporäre Einlagerung                                  Kalzimetrie-Analyse (ca. alle 10m)

     - Logging services                                                                                                                                       Abstimmung mit Toolpusher bezüglich
                                                                                                                                                                        Kernverluste

                                                                                                                                                                 Vermessung und Metrierung des
                                                                                                                                                                                                                                                                                                                     Koordination Abtransport                             Abfüllen in transparente Probenbehälter

                                                                                                                                                                                                                                                                                                                                                                                  Arbeitsproben Beschriften

                                                                                                                                                                  zusammengesetzten Bohrkerns
                                                                                                                                                                      (Markierung alle 0.5m)                                                                                                                                                                              Lithostratigraphische Erstansprache der
                                                                                                                                                                                                                                                                                                                                                                              Arbeitsproben mittels Binokular

     - Hydraulic Testing                                                                                                                                             Bestimmung RQD-Werte

                                                                                                                                                                  Erstellung Kernmarschprotokoll                                               Auswahl der Proben
                                                                                                                                                                                                                                                                                                                                                                         Veranlassung von Sofort-Untersuchungen
                                                                                                                                                                                                                                                                                                                                                                        für lithostratigraphische Identifikation (bei
                                                                                                                                                                                                                                                                                                                                                                                           Bedarf)

                                                                                                                                                                                                                                                                                                                                                                             Lithostratigraphische Gliederung
                                                                                                                                                             Fotodokumentation (Digitalkamera) der
                                                                                                                                                               zusammengesetzten Bohrkerne zur
                                                                                                                                                                     Primärdokumentation                                              Priorisierung der selektierten Proben

     - On-site geological investigations (multiple work packages)
                                                                                                                                                                                                                                                                                                                                                                          Führung und tägliche Aktualisierung des
                                                                                                                                                                                                                                                                                                                                                                                     Geologie-Logs
                                                                                                                  Nicht beprobte
                                                                                                                                                                Freigabe der Kerne für Beprobung
                                                                                                                   Kernstrecken
                                                                                                                                                                                                                                                                                                                                                                          Fotodokumentation der Arbeitsproben

                                                                                                                                                             Proben senkrecht zur Kernachse zusägen
                                                                                                                                                                                                                                                                                                                                                                           Zwischenlagerung der Arbeitsproben
                                                                                                     Lithostratigraphische Erstansprache der
                                                                                                                      Proben                                       360°-Abwicklung der Proben

     - ….
                                                                                                                                                                                                                                                                                                                                                                                 Koordination Abtransport der
                                                                                                                                                                                                                                                                                                                                                                                        Arbeitsproben
                                                                                                      Strukturgeologische Erstansprache der                 Probenkonditionierung gemäss vorherigen                                 Unterstützung des Beprobungsdienst (bei
                                                                                                                     Proben                                               Priorisierung                                                      Bedarf und Kapazität)

                                                                                                                                                                                                                                                                                                                                                                              Transport ins Kernzwischenlager
                                                                                                                                                                                                                                                 Strati-Slab sägen

                                                                                                               Edelgas-Proben (NG)                                                                                                          Porenwasser-Proben (PW)                                                                                                                        Alle 150m

 Drilling at 2 sites in parallel
                                                                                                                                                                                                                                                                                                                      Transport ins Kernlager
                                                                                                                pCO2-Proben (CO2)                            Markierung der Probenentnahmestellen
                                                                                                                                                                                                                                           Rockproperties-Proben (RP)                                                                                                   Detaillierte lithostratigraphische Ansprache
                                                                                                                                                             mit beschrifteten Styproporplatzhalter
                                                                                                                                                                                                                                                                                                                                                                           der Arbeitsproben mittels Binokular
                                                                                                              Squeezing-Proben (SQ)
                                                                                                                                                                                                                                              Diffusions-Proben (PSI)
                                                                                                                                                                Temporäre Einlagerung der Proben
                                                                                                                                                                                                                                                                                                                                                                              Detaillierte lithostratigraphische
                                                                                                      Advective Displacement-Proben (AD)                                                                                                                                                                                                                                                  Gliederung

                                                                                                                                                             Führung und tägliche Aktualisierung des
                                                                                                                                                                     Kernbeprobungs-Logs                                                                                                                                                                                           Erstellung des detaillierten
                                                                                                            OutDiffusion-Proben (OD)
                                                                                                                                                                                                                                                                                                                                                                                 lithostratigraphischen Profils

                                                                                                           Geomechanik-Proben (GM)                            Koordination Abtransport der Proben                                                Transport ins Kernlager

        Management of each work package remains by Nagra
                                                                                                                                                                                                                                                                                                                                                                         Veranlassung von Sofort-Untersuchungen
                                                                                                                                                                                                                                                                                                                                                                        für lithostratigraphische Identifikation (bei
                                                                                                                                                                                                                                                                                                                                                                                           Bedarf)
                                                                                                                                                                Kalzimetrie-Analyse (ca. alle 10m)
                                                                                                                                                                                                                                                                                                           Einlagerung Arbeits- und Rückstellproben
                                                                                                                                                                                                                                                                                                                         im Kernlager
                                                                                                                                                                                                                                                                                                                                                                                  Koordination Abtransport
                                                                                                                                                             Lithostratigraphische Erstansprache der
                                                                                                                                                                                                                                       Lithostratigraphische Beratung (bei Bedarf)
                                                                                                                                                                              Kerne
                                                                                          Orientierung der Bohrkerne und der 360°-
                                                                                            Abwicklungen anhand der Quick-look
                                                                                                  Borehole-Image Analysen                                                                                                                                                                                             Freigabe für Beprobung
                                                                                                                                                              Strukturgeologische Erstansprache der
                                                                                                                                                                                                                                       Strukturgeologische Beratung (bei Bedarf)
                                                                                                                                                                              Kerne                                                                                                                                                                                                  Transport ins Kernlager
                                                                                          Bestimmung des wahren Einfallens und der

        Detailed planning as basis for tender a requirement
                                                                                            wahren Orientierung der Strukturen an
                                                                                            orientierten Kernen und / oder mittels                               Lithostratigraphische Gliederung                                                                                                          Probenentnahme für Thermochronologie
                                                                                                      360°-Abwicklungen

                                                                                                                                                            Zuschneiden und platzieren der Bohrkerne
                                                                                          Detaillierte Strukturgeologische Ansprache                             in Kernschalen und Kernkisten
                                                                                                            der Kerne
                                                                                                                                                                                                                                                                                                             Probenentnahme für Rockproperties

                                                                                                                                                            Beschriften der Kernzettel und Kernkisten
                                                                                                  Erstellung des detailliertes
                                                                                                       Strukturinventars

                                                                                                                                                             Führung und tägliche Aktualisierung des                                                                                                                   Versand zur Analyse

        Optimisation of the
                                                                                                                                                                                                                                            3 Monate nach
                                                                                                  Erstellung des detaillierten                                          Geologie-Logs
                                                                                                                                                                                                                                          Bohrungsabschluss
                                                                                                 strukturgeologischen Profils
                                                                                                                                                                                                                                                                                           NIB: Rohdatenbericht
                                                                                                                                                                                                                                                                                                                                                                                       3 Monate nach
                                                                                                                                                                          Nach einem Tag                                                                                                       geologischer
                                                                                                                                                                                                                                                                                                                                                                                     Bohrungsabschluss
                                                                                                                                                                                                                                                                                              Samplerdienst
                                                                                                       3 Monate nach
                                                                                                     Bohrungsabschluss                                                                                                                                                                                                                                                                                                    3 Monate nach
                                                                                                                                                               Aufsichtfotografie der Kerne mittels
                                                                                                                                                                                                                                                                                                                                                                                                                        Bohrungsabschluss
                                                                                                                                                                      Kernscanner (trocken)

         interaction of the individual                   Borehole on-site geological
                                                                                                    NIB: Rohdatenbericht
                                                                                                      Strukturgeologie

                                                                                           Verpacken Bohrkerne in vakuumierte PE-
                                                                                                   Schläuche (bei Bedarf)
                                                                                                                                                                    360°-Abwicklung der Kerne

                                                                                                                                                             Veranlassung von Sofort-Untersuchungen
                                                                                                                                                            für lithostratigraphische Identifikation (bei
                                                                                                                                                                               Bedarf)
                                                                                                                                                                                                                                              NIB: Rohdatenbericht
                                                                                                                                                                                                                                                   Beprobung
                                                                                                                                                                                                                                                                                                                                                             Transport ins Kernlager

                                                                                                                                                                                                                                                                                                                                                                                        Versand zur Analyse

         teams critical
                                                                                                                                                                                                                                                                                                                        Proben-Analyse in verschiedenen Labors

                                                         investigations                            Freigabe für Beprobung

                                                                                              Probenentnahme für Dünnschliffe
                                                                                                                                                             Koordination Abtransport der Bohrkerne

                                                                                                                                                                 Transport ins Kernzwischenlager
                                                                                                                                                                                                                       Detaillierte lithostratigraphische Ansprache
                                                                                                                                                                                                                                          der Kerne                                                                                                          NIB: Rohdatenbericht
                                                                                                                                                                                                                                                                                                                                                               Lithostratigraphie

                                                                                                                                                                                                                                   Detaillierte lithostratigraphische

         (time, resources)
                                                                                            Probenentnahme für Biostratigraphie
                                                                                                                                                                             Alle 100m                                                         Gliederung

                                                                                                                                                                                                                                                                                                                                                                                        Ergänzende Röntgendiffraktometrie
                                                                                          Probenentnahme für Chemostratigraphie                                                                                                                                                                                                                                                                     Analysen

                                                         Activities, flow diagram and       Probenentnahme für Klüfte und Adern

                                                                                           Probenentnahme für Thermochronologie
                                                                                                                                                             Verpacken Bohrkerne in vakuumierte PE-
                                                                                                                                                                           Schläuche
                                                                                                                                                                                                                                      Erstellung des detaillierten
                                                                                                                                                                                                                                    lithostratigraphischen Profils

                                                                                                                                                                                                                            Veranlassung von Sofort-Untersuchungen
                                                                                                                                                                                                                           für lithostratigraphische Identifikation (bei
                                                                                                                                                                                                                                                                                                                                                                                        Ergänzende Durchlicht-Mikroskopie
                                                                                                                                                                                                                                                                                                                                                                                                    Analysen

                                                         interactions
                                                                                                                                                                        Nach jeder Sektion                                                    Bedarf)
                                                                                                                                                                        nach erhalten der
                                                                                                                                                                       Quick-Look Borehole-                                                                                                                  3 Monate nach
                                                                                                                                                                          Image Analyse                                                                                                                    Bohrungsabschluss
                                                                                           Verpacken Bohrkerne in vakuumierte PE-
                                                                                                         Schläuche                                                                                                                                                             12 Monate nach                                                                    6 Monate nach
                                                                                                                                                                                                                                                                              Bohrungsabschluss                                                                Bohrungsabschluss

                                                                                                  Koordination Abtransport                                                   Koordination Abtransport der Proben
                                                                                                                                                                                                                                                                           NAB: Zusammenfassung
                                                                                                                                                                                                                                                                            der Messergebnisse

                                                         Background colors indicate the            Transport ins Kernlager

                                                                                             Einlagerung der Kerne im Kernlager
                                                                                                                                                                                    Transport ins Kernlager

                                                                                                                                                                                     Versand zur Analyse
                                                                                                                                                                                                                                                                                 Bohrung X

                                                                                                                                                                                                                                                                                          GEO-Berichterstattung

                                                                                                                                                                            Proben-Analyse in verschiedenen Labors

                                                         different teams involved             Bohrplatz (Bohrkern)                                Bohrplatz (Bohrklein)                                Kernzwischenlager                                          Kernlager                                        Zeitangabe                                    Berichterstattung

                                                                                             PL Bohrstellengeologie                            Geologischer Samplerdienst                             Kernbeprobungsteam                                  Lithostratigraphie Experte                      Strukturgeologie Experte                           Logistikcenter Mellingen                             PLs SGR Geowissenschaften

25                           igd.tp - Berlin Dec. 2018
Time-depth diagram (for planning/costing)

26   17.9.2018 - NUMO Workshop   TBO Overview/Ndj
Organisation of field activities and TBO
                                                                                                     BL PB                                     GP E3
                                                                                                   Snpa (Fit)                                Amau (Sian)

                                                                                                                             PR 1'430
                                                                                                                       RL / HP FA
                                                                                                                       Mlhe (Votb)
                                                                                                                           Assistenz (FAA)

                     PR 1'339                   PR 1'449                                                                                                       PR 1'642                                                                        PR 1'561                       PR 1'621
                                                                                                                                  PR 1'559

                                 QAU Quartär-              NSG bzw. UVEK                         TBO Tiefbohrungen                                BVU Baugrund-                                               RDD core topic     FA-Material in den            Erdwärmesonden,
        3D Seismik                                                                                                                               voruntersuchung          MON Monitoring                      «Monitoring»        Lagerhallen Gim            Fremdbohrungen Bje
                                untersuchungen              Verfügungen
        Mhh (Smh)                                                                     Projektleitung            Bohrtechnik                        Khsv (Mlhe)             Votb (Mlhe)                         Votb (Mlhe)             (Votb)                       (Web)
                                  Mhh (Mlhe)               Tiefbohrungen
                                                                                        Ndj (Gab)               Amat (Hza)
                                                                              Stabstelle
                                                PR 1'562                                                                                                       PR 1'460                 PR 1'554

          Aufzeitboh-               Geophysik                  zusätzl. NSG           Arbeitsprog.                Bohrplatz                          HydOFA ZNO             Hydrogeologie                          Konzept             Bohrkerne
          rungen Gim                Spth (Mhh)                  Wra (Olu)             Gab (Amat)                 Amat (Khsv)                         Felderk. Votb           Votb (Mlhe)                          Votb (Mlhe)          Gim (Gdr)
                                                                                                                         Fachplaner
                                                PR 1'567                                                                                                                                  PR 1'613

           Schadensfälle          Bohrgesuche                 Einsprache-              Freigaben                Bohrtechnik                           Erk. OFA/NZA             LZB Benken                         Glasfaser               Hydro
               Fhan               S.Kauer (Mhh)              behandl. ZUS              Amat (Gab)               Amat (Hza)                                 Khsv                Votb (Mlhe)                       Votb (Spth)            Votb (Fbe)
                                                                                                                               DSV

                                   Einsprachen                 Rekurse                 Auflagenman.                    HSE                           Erk. Zugangs-                LZB TBO                       Planung EUU           Bohrtechnik
           Processing
                                  S.Kauer (Mhh)                Scli (Fbe)                Hza (Gab)                   Amat (Hza)                       bauw. Khsv                 Votb (Fhan)                     Spth (Mlhe)          Amat (Fbe)
           Bip (Spth)
                                                                                                                             HSEM
                                      PR 1'616 + 1'646                                                                                                                                    PR 1'643
                     PR 1'560
                                    QBO Bohrung                                            Geologie             Zusammenarbeit                        Erkundung               Seismizität                         Modern2020                                   Legende
           Erstinterpret.                                                                  Gim (Gdr)                 Olu ZUS                                                 Spth (Mlhe)
                                     Amat (Skl)                                                                                                       Karst Spth                                                   Fbe (Votb)
            Mhh (Smh)
                                                                                     TSV                                                                                                                                                                   Hauptprojekt

                                   QBO T1 Hydro                                        Geomechanik               Geophysik                                                     SBN Schwachbeben-                 FE Experiment
                                    Votb (Khsv)                                         Gab (Gdr)                Spth (Gdr)                                                    netz Smh (Spth)
                                                                                                                                                                                                                    Gab (Ftb)
                                                                                                                               TSV
                                                                                     TSV                                                                                                                                                                      Projekt

                                                                                      Hydrogeologie             Quellüberw.                                                    Lokale seism.
                                   QBO T2 Hydro
                                                                                       Votb (Fhan)              Khsv (Votb)                                                     Netze (Spth)
                                    Khsv (Votb)
                                                                                     TSV                                                                                                                                                                    Teilprojekt
                                                                                                                                                                                          PR 1'555
                                                                                      Fluidlogging              Labor(proben)                                                 Geodynamik
                                    QBO Logging                                       Fhan (Votb)                 Gini (Votb)                                                  Gdr (Mlhe)
                                     Gdr (Spth)
                                                                                                                                                                                                                                                           dzt. «ruhend»
                                                                                                                                                                                             PR 1'111+1'479

                                                                                                                                                                                GNSS/NaGNet
                                      Schurfe                                                                                                                                    Gdr (Mlhe)
                                     Dpg (Mhh)                                                                                                                                                                                                             Schnittstelle zu
                                                                                                                                                                                                                                                          anderem Ressort
                                                                                                                                                                                            PR 1'553
                                                                                                                                                                                Nivellment
                                   Zusammenarbeit                                                                                                                               Mlp (Mlhe)
                                          Bip                                                                                                                                                                                                             Version 5.9.2018

27                                                             igd.tp - Berlin Dec. 2018
General schedule

28             igd.tp - Berlin Dec. 2018
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