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MONTHYEARML15043A3952015-02-0606 February 2015 Shine Medical Technologies, Inc. - Application for Construction Permit - Response to Request for Additional Information ML13309B6342013-10-0404 October 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 37, PSAR Figure 19.2.2-1 Rev 1 ML13309B0052013-10-0404 October 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 16 - Drawing 1-HM-SK-001, Rev a Shine Simplified Site ML13221A3652013-08-0808 August 2013 Attachment 18 - Figure 19.2.2-1, Revision 1, Isotope Production System High-Level Flow Diagram ML13309B0412013-02-10010 February 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 7 of 9 ML13309B6262012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 24 - Seismic Hazard Assesment Report (Janesville) Rev 4, Part 2 of 2 ML13309B0402012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 6 of 9 ML13309B0392012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 5 of 9 ML13309B0382012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 4 of 9 ML13309B0372012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi) (Part 3 of 9) ML13309B0332012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 9 of 9 ML13309B0322012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 8 of 9 ML13309B6332004-08-31031 August 2004 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 36 - Southern Wisconsin Regional Land Use Drawing Rev 1 2015-02-06
[Table view] Category:Environmental Assessment
MONTHYEARML13309B6272013-07-15015 July 2013 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 25 - 1-HR-SK-001 Rev a, Shine Water Balance Diagram ML13309B0342012-09-26026 September 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 20 - Data Report of Well Installation (Stevens Point, Wi) Rev 2 ML13309B6232012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 23 - Preliminary Hydrological Analyses (Janesville) Rev 3, Part 1 of 2 ML13309B6242012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 23 - Preliminary Hydrological Analyses (Janesville) Rev 3, Part 2 of 2 ML13309B6252012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 24 - Seismic Hazard Assesment Report (Janesville) Rev 4, Part 1 of 2 ML13309B6262012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 24 - Seismic Hazard Assesment Report (Janesville) Rev 4, Part 2 of 2 ML13309B6182012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 26 - Preliminary Geotechnical Engineering Report (Janesville), Rev 3 ML15027A0432012-05-11011 May 2012 Phase I Environmental Site Assessment Stevens Point, Wi, Rev. 1, Appendix C ML15027A0422012-05-11011 May 2012 Phase I Environmental Site Assessment Stevens Point, Wi, Rev. 1, Appendix B ML15027A0442012-05-11011 May 2012 Phase I Environmental Site Assessment Stevens Point, Wi, Rev. 1 ML15027A0452012-05-11011 May 2012 Phase I Environmental Site Assessment Stevens Point, Wi, Rev. 1, Appendix a ML15027A0462012-05-11011 May 2012 Phase I Environmental Site Assessment Stevens Point, Wi, Rev. 1, Appendix D ML13309B0352012-02-28028 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 3, Attachemnt 21 - Groundwater Level Measurements (Stevens Point, Wi) ML13309B0142012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi) (Part 2 of 9) ML13309B0132012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi) (Part 1 of 9) ML13309B0362011-10-13013 October 2011 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachement 22 - Draft Amec Er Work Plan Rev a ML13309B6192011-01-21021 January 2011 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 27 - Report of Subsurface Exploration (Chippewa Falls) 2013-07-15
[Table view] Category:Graphics incl Charts and Tables
MONTHYEARML20254A3552020-09-10010 September 2020 Shine Medical Technologies, LLC - Application for an Operating License Revision 1 of Shine Response to Request for Additional Information 7-4 ML15043A3952015-02-0606 February 2015 Shine Medical Technologies, Inc. - Application for Construction Permit - Response to Request for Additional Information ML15043A4132015-02-0606 February 2015 Shine Medical Technologies, Inc. - Application for Construction Permit - Response to Request for Additional Information (Public Version) ML13309B0122013-10-0404 October 2013 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 18 - Permits and Approvals Required for Construction and Operation ML13309B6302013-08-16016 August 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 33 - Tnm 2.5 Sound Level Output Data ML13309B6292013-08-16016 August 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 32 - Tnm 2.5 Receiver Input Data ML13309B6282013-08-16016 August 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 31 - Tnm 2.5 Traffic Input Data ML13309B6222013-08-16016 August 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 30 - Tnm 2.5 Roadway Input Data ML13309B6262012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 24 - Seismic Hazard Assesment Report (Janesville) Rev 4, Part 2 of 2 ML13309B6322010-10-21021 October 2010 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2, Attachment 35 - Wisconsin DOT Hourly Traffic Volume Report 2020-09-10
[Table view] Category:Photograph
MONTHYEARML13309B0412013-02-10010 February 2013 Shine Medical Technologies, Inc. Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 7 of 9 ML13309B6262012-08-0303 August 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 24 - Seismic Hazard Assesment Report (Janesville) Rev 4, Part 2 of 2 ML13309B0402012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 6 of 9 ML13309B0392012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 5 of 9 ML13309B0332012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 9 of 9 ML13309B0322012-02-10010 February 2012 Shine Medical Technologies, Inc., Application for Construction Permit Response to Environmental Requests for Additional Information, Enclosure 2 Attachment 19 - Draft Phase I Environmental Site Assessment (Stevens Point, Wi), Part 8 of 9 2013-02-10
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Figure 2.1-5 96° 0' 0" W 92° 0' 0" W 88° 0' 0" W 84° 0' 0" W 80° 0' 0" W MCR 44° 0' 0" N 44° 0' 0" N MCR R
MC 40° 0' 0" N 40° 0' 0" N 124 0 124 APPROXIMATE SCALE MILES 200 0 200 APPROXIMATE SCALE KM 96° 0' 0" W 92° 0' 0" W 88° 0' 0" W 84° 0' 0" W LEGEND SHINE SITE MCR MIDCONTINENT RIFT 124 MILE (200 KM) RADIUS HIGH-ANGLE FAULT - CHIEFLY TRANSCURRENT SHEARS AND FAULTS OF LATE PALEOPROTEROZOIC -
MESOPROTERZOIC AGE, BUT INCLUDES FAULTS OF LATE ARCHEAN AGE IN NORTHERN MIDCONTINENT. ARROWS INDICATE RELATIVE DISPLACEMENT WHERE KNOWN. SOLID LINE, BASED CHIEFLY ON GEOLOGIC DATA; DASHED LINE, BASED CHIEFLY ON MAGNETIC DATA. NOTE: SAME DISTINCTION APPLIES TO STRUCTURES FOLLOWING:
DUCTILE SHEAR ZONE; MAINLY OF LATE PALEOPROTEROZOIC AGE BOUNDARY OF MAJOR RIFT ZONE OF LATE MESOPROTEROZOIC (MIDCONTINENT RIFT) AND CAMBRIAN (REELFOOT RIFT) AGE THRUST FAULT OF MESOPROTEROZOIC (~1.1 Ga) AGE THRUST FAULT OF PALEOPROTEROZOIC AGE ASSOCIATED WITH SUTURE ZONES. SOLID LINE, BASED CHIEFLY ON GEOLOGIC DATA; DASHED LINE BASED CHIEFLY ON MAGNETIC DATA.
REFERENCE 1.) MAGNETIC ANOMALY MAP AND LEGEND FROM MAUS ET AL. (2009).
2.) FAULT LOCATIONS FROM FROM SIMS ET AL. (2005).
Figure 2.1-6 92° 0' 0" W 88° 0' 0" W 44° 0' 0" N 44° 0' 0" N 92° 0' 0" W 88° 0' 0" W LEGEND SHINE SITE 124 MILE (200 KM) RADIUS nT 56 0 56
-200 -150 -100 -50 0 50 100 150 200 APPROXIMATE SCALE MILES REFERENCE 90 0 90 1.) AEROMAGNETIC ANOMALY MAP AND LEGEND FROM APPROXIMATE SCALE KM MAUS ET AL. (2009).
Figure 2.1-7 100° 0' 0" W 95° 0' 0" W 90° 0' 0" W 85° 0' 0" W 80° 0' 0" W 45° 0' 0" N 45° 0' 0" N 40° 0' 0" N 40° 0' 0" N WABASH VALLEY LIQUEFACTION FEATURES REELFOOT SCARP 35° 0' 0" N AND NEW MADRID 35° 0' 0" N SEISMIC ZONE 100° 0' 0" W 95° 0' 0" W 90° 0' 0" W 85° 0' 0" W LEGEND 75 SHINE SITE 50 124 MILE (200 KM) RADIUS 186 0 186 0 SCALE MILES 300 0 300 SCALE KM
-50 REFERENCE
-100 1.) BOUGUER GRAVITY ANOMALY DATA GRID
-125 FOR THE CONTERMINOUS U. S. (KUCKS, 1999).
MILLIGALS 2.) WABASH VALLEY AND NEW MADRID DATA (USGS, 2012c).
Figure 2.1-8 92° 0' 0" W 90° 0' 0" W 88° 0' 0" W 86° 0' 0" W 46° 0' 0" N 46° 0' 0" N 44° 0' 0" N 44° 0' 0" N 42° 0' 0" N 42° 0' 0" N 92° 0' 0" W 90° 0' 0" W 88° 0' 0" W 86° 0' 0" W LEGEND 75 50 SHINE SITE 124 MILE (200 KM) RADIUS 0
REFERENCE 1.) BOUGUER GRAVITY ANOMALY DATA GRID FOR THE CONTERMINOUS U.S. (KUCKS, 1999).
-50 62 0 62 SCALE MILES
-100 100 0 100
-125 SCALE KM MILLIGALS
Figure 2.1-9 91° 0' 0" W 90° 0' 0" W 89° 0' 0" W 88° 0' 0" W 87° 0' 0" W 44° 0' 0" N 44° 0' 0" N 43° 0' 0" N 43° 0' 0" N LAKE MICHIGAN 42° 0' 0" N 42° 0' 0" N 41° 0' 0" N 41° 0' 0" N 91° 0' 0" W 90° 0' 0" W 89° 0' 0" W 88° 0' 0" W 87° 0' 0" W LEGEND 43 0 43 SURFICIAL GEOLOGIC UNIT CLAY AND SILT, GLACIAL AND POST GLACIAL LAKE DEPOSITS - HOLOCENE SCALE MILES AND LATE WISCONSIN AGE 70 0 70 GLACIOFLUVIAL OUTWASH DEPOSITS - LATE WISCONSIN AND HOLOCENE (?)
CHANNEL AND FLOOD PLAIN ALLUVIUM OF HOLOCENE AND LATE WISCONSIN AGE SCALE KM END-MORAINE DEPOSITS, CLAYEY TILL - LATE WISCONSIN AND HOLOCENE (?)
GROUND-MORAINE DEPOSITS, LOAMY TILL - LATE WISCONSIN AND HOLOCENE (?) SHINE SITE GROUND-MORAINE DEPOSITS, CLAYEY TILL - LATE WISCONSIN AND HOLOCENE(?)
124 MILE (200 KM) RADIUS END-MORAINE DEPOSITS, LOAMY TILL - LATE WISCONSIN AND HOLOCENE (?)
CLAYEY TO LOAMY TILL - ILLINOIAN CONTACT GROUND-MORAINE DEPOSITS, LOAMY TILL - ILLINOIAN LIMIT OF GLACIAL ADVANCE - DASHED WHERE LOAMY TILL - PRE-ILLINOIAN INFERRED HATCHURES POINT IN DIRECTION COLLUVIUM AND SHEETWASH ALLUVIUM - QUATERNARY AGE AGE OF GLACIATED AREA SILT (LOESS) - HOLOCENE AND LATE WISCONSIN REFER TO REFERENCE FOR UNIT DESIGNATION LATE WISCONSIN LAKES ILLINOIAN REFERENCE PRE-ILLINOIAN 1.) MAP AND LEGEND FROM FULLERTON ET AL. (2003).
figure 2.1-10 94° 0' 0" W 92° 0' 0" W 90° 0' 0" W 88° 0' 0" W 86° 0' 0" W 46° 0' 0" N 46° 0' 0" N 44° 0' 0" N 44° 0' 0" N 42° 0' 0" N 42° 0' 0" N 92° 0' 0" W 90° 0' 0" W 88° 0' 0" W 86° 0' 0" W LEGEND SHINE SITE 124 MILE (200 KM) RADIUS LEGEND FOR WISCONSIN LEGEND FOR ILLINOIS THICKNESS OF DRIFTLESS AREA UNCONSOLIDATED MATERIAL 0-50 FEET LESS THAN 50 FEET THICK.
BEDROCK EXPOSED IN SOME AREAS.
50-100 FEET BETWEEN 50 AND 200 FEET THICK 100-200 FEET 200-300 FEET MORE THAN 200 FEET THICK 300-600 FEET LIMIT OF GLACIATION 62 0 62 SCALE MILES REFERENCE 100 0 100 1.) ILLINOIS: PISKIN AND BERGSTROM (1975). SCALE KM 2.) WISCONSIN: WGNHS (1983).
Figure 3.1-1 90° 0' 0" W 88° 0' 0" W 44° 0' 0" N 44° 0' 0" N UNNAMED FAULT IN WAUPACA WIS COUNTY S
CON ZONE OF UNNAMED IN A RCH FAULTS IN SOUTHEAST MINNESOTA AN B ASIN MINERAL POINT ANTICLINE Milwaukee MADISON Madison H IG FAULT M IC WAUKESHA LAKE MICHIGAN FAULT JANESVILLE FAULT MEEKERS GROVE ANTICLINE UNNAMED FAULT IN ROCK COUNTY GALENA SYNCLINE 42° 0' 0" N 42° 0' 0" N E
AU LT ZON IVER F KA Chicago PLUM R NK E AK ZON EE ULT SA AR T ON FA ND ITY-C L IN WI CH C CH IOWA FA UL ARCH TZ ON E
ZONE OF RIVER COOK COUNTY FAULTS ILLINOIS S LA BASIN MAY 26, 1909 A
SIPPI LE AL EARTHQUAKE NT MISSIS IUM OR LIN IC 90° 0' 0" W 88° 0' 0" W LEGEND EPICENTER WITH FELT INTENSITY SHINE SITE MAGNITUDE AT JANESVILLE (MMI) 124 MILE (200 KM) RADIUS NO MMI VALUE 0 to 2.9 FAULT AND FOLD TREND 3 to 3.9 MMI 5 4 to 4.9 5 to 5.9 62 0 62 REFERENCE SCALE MILES 1.) EARTHQUAKE LOCATIONS FROM CEUS-SSC (2012) 70 0 70 AND NEID (2012).
2.) FAULT
REFERENCE:
GARRITY AND SOLLER (2009). SCALE KM
Figure 3.2-1 WEST NORTH LEGEND 249 0 249 SHINE SITE APPROXIMATE SCALE MILES REFERENCE 400 0 400 1.) ISOSEISMAL MAP OF 12/16/1811 EARTHQUAKE FROM STOVER AND COFFMAN (1993). APPROXIMATE SCALE KM
Figure 3.2-2 WEST NORTH LEGEND 249 0 249 SHINE SITE APPROXIMATE SCALE MILES REFERENCE 400 0 400 1.) ISOSEISMAL MAP OF 09/01/1886 EARTHQUAKE APPROXIMATE SCALE KM FROM STOVER AND COFFMAN (1993).
Figure 3.2-3 NORTH WEST LEGEND SHINE SITE NUMBERS ARE MMI ASSIGNMENTS:
F - DENOTES THAT THE EVENT WAS FELT, BUT THAT THE INFORMATION IS NOT SUFFICIENT TO ASSIGN AN MMI.
O - DENOTES THAT THE EVENT WAS REPORTED AS NOT FELT.
N - DENOTES THAT THE EVENT WAS NOT MENTIONED AND IS PRESUMED "NOT FELT".
THE THICK BLACK ISOSEISMAL LINES ENCLOSE ISOSEISMAL AREAS.
THE EASTERN RED STAR IS STOVER AND COFFMAN'S (1993) EPICENTER LOCATION.
THE WESTERN RED STAR IS BAKUN AND HOPPER'S (2004) PREFERRED EPICENTER LOCATION.
REFERENCE 1.) ISOSEISMAL MAP OF 09/27/1891 EARTHQUAKE FROM BAKUN AND HOPPER (2004).
Figure 3.2-4 WEST NORTH LEGEND SHINE SITE 211 0 211 REFERENCE APPROXIMATE SCALE MILES 340 0 340 1.) ISOSEISMAL MAP OF 10/31/1895 EARTHQUAKE FROM STOVER AND COFFMAN (1993). APPROXIMATE SCALE KM
Figure 3.2-5 APPROXIMATE NORTH WEST LEGEND SHINE SITE NUMBERS ARE MMI ASSIGNMENTS:
F - DENOTES THAT THE EVENT WAS FELT, BUT THAT THE INFORMATION IS NOT SUFFICIENT TO ASSIGN AN MMI.
O - DENOTES THAT THE EVENT WAS REPORTED AS NOT FELT.
N - DENOTES THAT THE EVENT WAS NOT MENTIONED AND IS PRESUMED "NOT FELT".
THE THICK BLACK ISOSEISMAL LINES ENCLOSE ISOSEISMAL AREAS.
THE EASTERN RED STAR IS STOVER AND COFFMAN'S (1993) EPICENTER LOCATION.
THE WESTERN RED STAR IS BAKUN AND HOPPER'S (2004) PREFERRED EPICENTER LOCATION.
REFERENCE 1.) ISOSEISMAL MAP OF 05/26/1909 EARTHQUAKE FROM BAKUN AND HOPPER (2004).
Figure 3.2-6 WEST NORTH LEGEND 193 0 193 SHINE SITE REFERENCE APPROXIMATE SCALE MILES 310 0 310 1.) ISOSEISMAL MAP OF 11/9/1968 EARTHQUAKE FROM STOVER AND COFFMAN (1993). APPROXIMATE SCALE KM
Figure 4.1-1 NOTE 1.) CALCULATION FOR SHINE SITE (42.624°N, 89.025°W) FROM THE 2008 30 USGS NATIONAL PSHA (Vs = 760 m/s, SITE CLASS BC).
REFERENCE 1.) USGS 2008 INTERACTIVE DEAGGREGATIONS (BETA) (USGS, 2012a).
Figure 4.1-2 NOTE 1.) CALCULATION FOR SHINE SITE (42.624°N, 89.025°W) FROM THE 2008 30 USGS NATIONAL PSHA (V s = 760 m/s, SITE CLASS BC).
REFERENCE 1.) USGS 2008 INTERACTIVE DEAGGREGATIONS (BETA) (USGS, 2012a).
Figure 4.1-3 NOTE 1.) CALCULATION FOR SHINE SITE (42.624°N, 89.025°W) FROM THE 2008 30 USGS NATIONAL PSHA (V s = 760 m/s, SITE CLASS BC).
REFERENCE 1.) USGS 2008 INTERACTIVE DEAGGREGATIONS (BETA) (USGS, 2012a).
Figure 4.1-4 NOTE 1.) CALCULATION FOR SHINE SITE (42.624°N, 89.025°W) FROM THE 2008 30 USGS NATIONAL PSHA (Vs = 760 m/s, SITE CLASS BC).
REFERENCE 1.) USGS 2008 INTERACTIVE DEAGGREGATIONS (BETA) (USGS, 2012a).
Figure 4.1-5 NOTE 1.) CALCULATION FOR SHINE SITE (42.624°N, 89.025°W) FROM THE 2008 30 USGS NATIONAL PSHA (Vs = 760 m/s, SITE CLASS BC).
REFERENCE 1.) USGS 2008 INTERACTIVE DEAGGREGATIONS (BETA) (USGS, 2012a).