ML033650382
| ML033650382 | |
| Person / Time | |
|---|---|
| Site: | Humboldt Bay |
| Issue date: | 05/10/2002 |
| From: | Cluff L, Narayanan K, White R Geomatrix Consultants, Pacific Gas & Electric Co |
| To: | NRC/FSME |
| References | |
| +sisprbs20051109, -RFPFR | |
| Download: ML033650382 (220) | |
Text
{{#Wiki_filter:HUMBOLDT BAY POWER PLANT DATA REPORT C DOWNHOLE GEOPHYSICS IN ISFSI SITE AREA HUMBOLDT BAY POWER PLANT ISFSI PREPARED BY: DATE: q /2-6/a Printed Name Organization VERIFIED BY: DATE: ! /Z-/ 0 7 CI ' Ont iot nO ag Printed Name Organization APPROVED BY: DATE: _ _ _ _ _ _ _ Pnn,& Organization 1.-, J-Humboldt Bay ISFSI Page C- 1 of 2-27 Data Report C, Rev. 0
DATA REPORT C DOWNHOLE GEOPHYSICS IN ISFSI SITE AREA HUMBOLDT BAY POWER PLANT ISFSI SITE TABLE OF CONTENTS Page
1.0 INTRODUCTION
............................................. 3 2.0 METHODOLOGY ............................................. 3 3.0 RESULTS ................................................ 3
4.0 REFERENCES
.............................................. 3 FIGURES Figure C-I Site and Boring Location Plan ATTACHMENTS GEOVISION geophysical investigation report I:'\Project'SOOWs\51 17.0G9\Data reports\Report C\Data Report C-doc Humboldt Bay ISFSI Page C-2 of 2.iZ Data Report C, Rev. 0
HUMBOLDT BAY ISFSI DATA REPORT C DOWNHOLE GEOPHYSICS IN ISFSI SITE AREA HUMBOLDT BAY ISFSI
1.0 INTRODUCTION
Geophysical conditions at the potential ISFSI sites S-2 and S-4 (Figure B-1) were characterized by conducting downhole shear (S) wave and compression (P) wave velocity measurements in two exploratory borings. The geophysical work was conducted between February.10 and 19, 1999 in borings 99-1 and 99-2, which were drilled to depths of about 95 and 420 feet, respectively (see Data Report B, "Boring Logs"). Upon completion, boring locations were surveyed (PG&E, 1999, PG&E, 2000). Boring locations are shown on Figure C-1. 2.0 METHODOLOGY Suspension velocity measurements were performed in boreholes 99-1 and 99-2. Measurements were made using an OYO Model 170 Suspension Logging Recorder and Suspension Logging Probe. Compression (P) and shear (S) wave velocity measurements were collected to a depth of 87-feet in boring 99-1 and 412-feet in boring 99-2. Data acquisition was performed on February 11, 1999 for boring 99- 1, and on February 18, 1999 for boring 99-2. Details of the geophysical testing methodology are presented in GEOVISION's report (Attachment I in this data report). 3.0 RESULTS P- and S- wave velocity measurements for Borings 99-1 and 99-2 are presented in of this data report.
4.0 REFERENCES
PG&E, 2000, Report of Survey for Geotechnical Drilling Locations for the HBPP ISFSI Site, January 4. PG&E, 1999, Report of Survey for Geotechnical Drilling Locations for the HBPP ISFSI Site, July 13. Humboldt Bay ISFSI Page C-3 of 220 Data Report C,Rev. 0
BLANK PAGE Humboldt Bay ISFSI Page C-4 of ' 7 Data Report C, Rev. 0
BLANK PAGE Humboldt Bay ISFSI Page C-5 of 226 Data Report C, Rev. 0
ATTACHMENT 1 HUMBOLDT BAY ISFSI DATA REPORT C GEOVISION GEOPHYSICAL INVESTIGATION REPORT Humboldt Bay ISFSI Page C-lof lZC Data Report C, Rev. 0
GE(9iVFis:n geophysical services a division of Blackhawk Geometrics GEOPHYSICAL INVESTIGATIONS for the INDEPENDENT SPENT FUEL STORAGE INSTALLATION at the HUMBOLDT BAY POWER PLANT Volume I ay_ CA1-, Report prepared for the Pacific Gas and Electric Company Report 9243-01 March 24, 1999 Revised June 22, 1999 Humboldt Bay ISFSI Page C-E of - 20 Data Report C, Rev. 0
GEOPHYSICAL INVESTIGATIONS for the INDEPENDENT SPENT FUEL STORAGE INSTALLATION at the HUMBOLDT BAY POWER PLANT Prepared for Pacific Gas and Electric Company GeoSciences Department 245 Market Street San Francisco, CA 94105 Prepared by GEOVision Geophysical Services 1785 Pomona Road Suite B Corona, CA 91720 Report 9243-01 March 24, 1999 Revised June 22, 1999 page C-9 Of Z-~ Humboldt Bay ISFMS Data Report C, Rev. 0
TABLE OF CONTENTS TABLE OF CONTENTS ....................................... 1 APPENDICES .2 TABLE OF FIGURES .3 TABLE OF TABLES .4 INTRODUCTION.................................................................................5.............................................5 BOREHOLE VELOCITY LOGGING .5 EQUIPMENT AND FIELD PROCEDURES .5 DATA ANALYSIS .6 RECEIVER TO RECEIVER (R1-R2) .6 SOURCE TO RECEIVER (S-Ri) .7 RESULTS...............................................................................................................................7 i
SUMMARY
.19 DISCUSSION OF RESULTS .19 QUALITY ASSURANCE...................................................................................................... 19 CERTIFICATION .20 REFERENCES .21 Humboldt Bay ISFSI Page C-1O of 'Z Data Report C, Rev. 0
APPENDICES APPENDICES (VOLUME I) APPENDIX A: GEOVision Geophysical Services Work Plan Geophysical Investigations for the HBPP ISFSI Ste APPENDIX B: Procedure for OYO P-S Suspension Seismic Velocity Logging Method APPENDIX C: Source-To-Receiver (S-R1) Analysis of OYO P-S Suspension Log Data APPENDIX D: Field Logs Obtained February 10 and 19, Boreholes 99-1 and 99-2 APPENDICES (VOLUME II) APPENDIX E: Processed Waveforms Used in the Receiver-to-Receiver Analysis, Boreholes 99-1 and 99-2 2 Humboldt Bay ISFSI Page C- II of ZZAC° Data Report C, Rev. 0
TABLE OF FIGURES Figure 1 EXAMPLE RI-R2 FILTERED WAVEFORM, BORING BA-99-2, 147.6 ft................... 8 Figure 2 EXAMPLE R1-R2 WAVEFORM UNFILTERED, BORING BA-99-2, 147.6 ft ............ 8 Figure 3 BA 99-1 RI-R2 P-AND SH-WAVE RESULTS .......................................................... 9 Figure 4 BA 99-2 RI -R2 P- AND SH-WAVE RESULTS ......................................................... 10 Figure 5 BA 99-1 RI-R2 SH-WAVE RESULTS .............................. 11 Figure 6 BA 99-2 RI -R2 SH-WAVE RESULTS ............................ 12 Figure 7 BA 99 S-R1 AND RI -R2 P- AND SH-WAVE ANALYSIS RESULTS ...................... 17 Figure 8 BA 99-2 S-RI AND RI-R2 P- AND SH-WAVE ANALYSIS RESULTS ...................... 18 Humboldt Bay ISFSI Page C-12 of *ZZo Data Report C, Rev. 0
I I I TABLE OF TABLES Table I P-S LOG DATA FOR BOREHOLE 99-1 .................................. 13 Table 2 P-S LOG DATA FOR BOREHOLE 99-2 .................................. 14 4 Humboldt Bay ISFSI Page C-13 of 2.2c) Data Report C, Rev. 0
INTRODUCTION Geophysical investigations at the proposed sites for the Independent Spent Fuel Storage Installation (ISFSI) at Humboldt Bay Power Plant (HBPP) were performed between February 10 and February 19 of 1999. These investigations consisted of P- and S-wave velocity borehole logging. The purpose of the borehole logging was to provide a detailed measurement of the P- and S-wave velocity structure surrounding two boreholes located at the proposed sites. BOREHOLE VELOCITY LOGGING Suspension velocity measurements were performed in two uncased boreholes, designated 99-1 and 99-2, to measure compressional (P-) wave velocities and horizontally polarized shear (SH-) wave velocities as a function of depth. Suspension P- and SH-wave velocity measurements were collected to a maximum depth of 87ft in borehole 99-1, and 412ft in borehole 99-2. Data acquisition was performed on February 11 (99-1), and February 18 (99-2), 1999. The work was conducted by Rob Steller and Leo Brown of GEOVision. John Diehl was Project Manager, and Mr. Rob White was the liaison for Pacific Gas & Electric Company. Independent Quality Assurance review was provided by Dr. Robert Nigbor of Agbabian Associates. All borehole velocity measurements were conducted in accordance with the Workplan and Procedure approved by PG&E and attached in Appendices A and B respectively. The specific details of the method as it applied to this site are described below. EQUIPMENT AND FIELD PROCEDURES The OYO Model 170 Suspension Logging Recorder and Suspension Logging Probe were used to obtain in-situ horizontal P- and SH-wave velocity measurements at 1.64 ft (.5 m) intervals. Appendix B provides a copy of the formal procedure used in this study. The acquired data were analyzed and a profile of velocity versus depth was produced for both P- and SH-waves in accordance with the procedure. Following is a brief overview. Boreholes 99-1 and 99-2 had nominal diameters of 4-7/8 and 5-1/4 inches respectively. At the start of each measurement sequence, the suspension probe was positioned with the mid-point of the receiver spacing at ground level. and mechanical and electronic depth counters were set to zero. Actual receiver-to-receiver and source-to-receiver spacings were then recorded (see below). The probe was then lowered to the bottom of each borehole. and data acquisition commenced. Borehole R1-R2 spacing (nom 39.4) S-RI Spacing (nom 84.0) 99-1 40.00 inches 85.75 inches 99-2 40.37 inches 85.75 inches 5 Humboldt Bay ISFSI Page C-14 of 22-- Data Report C, Rev. 0
At each 0.5 meter (1.64 ft) interval or measurement depth, the measurement sequence of two opposite horizontal records and one vertical record was performed, and the gains were adjusted as required. The data from each depth was printed on paper tape. checked. and recorded on diskette before moving to the next depth. Field logs and notes of field procedures are presented in Appendix D. Upon returning to the top of the borehole at the completion of the measurements. the probe zero depth indication at ground level was verified and S-Ri and R1-R2 intervals were again measured and verified prior to removal of the probe from the casing. DATA ANALYSIS RECEIVER TO RECEIVER (RI-R2) The recorded digital records were analyzed to locate the first minima or maxima on the vertical axis records, indicating the arrival of P-wave energy. The difference in travel time between receiver I and receiver 2 (R1-R2) arrivals was used to calculate the P-wave velocity for that 1 meter interval. The actual R1 -R2 separation was applied to the specific calculation during data processing. When observable, P-wave arrivals on the horizontal axis records were used to verify the velocities determined from the vertical axis data. The recorded digital records were studied to establish the presence of clear SH-wave pulses, as indicated by the presence of opposite polarity pulses on each pair of horizontal records. Ideally, the SH-wave signals from the 'normal' and 'reverse' source pulses are very nearly inverted images of each other. Digital FFT - IFFT lowpass filtering was used to remove the higher frequency P-wave signal from the SH-wave signal. Different filter cutoffs were used to separate P- and SH-waves at different depths, ranging from 500 Hz in the slowest zones to 2,000 Hz in the regions of highest velocity. Generally the first maxima was picked for the 'normal' signals and the first minima for the
'reverse' signals. although other points on the waveform were used if the first pulse was distorted. The absolute arrival time of the 'normal' and 'reverse' signals may vary by +/- 0.2 milliseconds, due to differences in the actuation -time of the solenoid source caused by constant mechanical bias in the source or by borehole inclination. This variation does not affect the Ri-R2 velocity determinations, as the differential time is measured between arrivals of waves created by the same source actuation. The final velocity value is the average of the values obtained from the 'normal' and 'reverse' source actuations.
Figure 1 shows an example of RI - R2 measurements on the filtered record for a depth of 147.6 ft in borehole 99-2. In this figure, the time difference over the nominal 3.28 ft (I m) interval of 1.86 ms (10.38 minus 8.52) is equivalent to the SH-wave velocity of 1,764 ft/sec displayed in the upper right hand corner. When corrected for the actual measured RI-R2 distance of 40.37 idthe corrected velocity is 1.818 ft/sec. Whenever possible, time differences were determined from several phase points on the SH-waveform records to verify the data obtained from the first arrival of the SH-wave pulse. Figure 2 displays the same record before filtering with a 3,000 Hz FFT - IFFT digital lowpass filter. Processed 6 Humboldt Bay ISFSI Page C-15 of zzc> Data Report C, Rev. 0
waveforms for all receiver-to-receiver intervals measured are presented in Appendix E (Volume II of this report). SOURCE TO RECEIVER (S-RI) The P-S Suspension tool offers an advantage in that wave velocities can also be calculated from the travel time over the nominal 7 ft distance from source to the first receiver (S-RI). This calculation can be used as a quality assurance "cross-check" of the R1-R2 calculations described above. In this analysis, the depth values as recorded were increased by 5.2 ft to correspond to the mid-point of the 7.15 ft S-RI interval. As a result, S-RI analysis allowed deeper coverage of the borehole. Travel times were obtained by picking the first break of the P-wave and SH-wave signals at the near receiver and subtracting 3.95 ins, the calculated and experimentally verified delay from source trigger pulse (beginning of record) to source impact. This delay corresponds to the duration of relay closure and acceleration of the solenoid before impact. RESULTS Borehole interval R1-R2 P- and SH-wave velocity data for borehole 99-1 are plotted in Figure 3. Data from 99-2 are plotted in Figure 4. The Sx-wave velocity data are presented at an expanded scale in Figures 5 and 6. The suspension velocity data presented in these Figures are presented in Tables I and 2. Suspension S-RI results are presented in Appendix C. P- and SH-wave velocity data from R1-R2 analysis and quality assurance analysis of S-Ri data are plotted together in Figures 7 (borehole 99-1) and 8 (borehole 99-2) to aid in visual comparison. The RI-R2 data is an average velocity over a 3.3 ft segment of the soil column the S-RI data is an average over 7.15 ft, and shows a significant smoothing relative to the RI-R2 plots. S-Ri data are presented in tabular format in Appendix C, Tables C-I and C-2. Good correspondence between the shape of the P- and SH-wave velocity curves is observed for all data sets. The velocities derived from S-RI and RI-R2 data are in good agreement, providing verification of the higher resolution R1-R2 data. 7 Humboldt Bay ISFSI Page C-16 of AL Data Report C,Rev. 0
Figure 1 EXAMPLE R1-R2 FILTERED WAVEFORM, BORING BA-99-2, 147.6 ft Figure 2 EXAMPLE R1-R2 WAVEFORM UNFILTERED, BORING BA-99-2, 147.6 ft 8 Humboldt Bay ISFSI Page C-17 of 2zci Data Report C, Rev. 0
I1 HUMBOLT BAY POWER PLANT BOREHOLE 99-1 A Receiver to Receiver Analysis I VELOCITY (METERSISECOND) 0 250 500 750 1000 1250 1500 1750 2000 2250 0 - 0 10 _ . w 7 --------- .. . . . .. ..
.. . . 7 .. .. . . . . . . _. ...... . . . .- - - - - - 4 R1-R2 v5 . .... . ...: .... .
1{--- - --- ----
---.-.-------. f~~~~~~~~~~~~~~~~~~~~~..
20
.. . . . _ . - R1-R2 Vp
-U: .
21 30 q : : ___+__
-- -------- ---- ---+--....
s ___'__1___ t l I _[_ __ '8' _l___ _____ F
............. ..4.~~~~~.i.... - ---- -------
- 10 P
L 40
------ --- .--:.i ....:. ........
W
'A U- I-
.. . . '. -. ........ '. --' - .-, i---..-........ . ............. -
I- --- -------. t----.- -- -- -- -----.----.---- ----. r ------- r--- .----- - - - -j1 50 ----------
-------- s - -- - -; ; L --!-':-'- - 15 I-a50
- 1 , -' -- ' ' ' ~~~~~.--'-
~~~~~~~~...-:---.---- -. k---- : --.--.
J----------
...--1-- -----;..........
s---. 0 b * *-P--- f ---'----i-- ---- ---1--' X ---- - - ------ ---
--- -- -- -F ; .. . I 60
.... ... .. . ..F. .. ....... ... . . . .... . .. .--...--... . -. l- -- 20 70
...............I. ............. ............. .
~ ~ ~~ ~~. .
I
-- 80
.. . . . . . I ^
~ ~ ~~~L.
I 25 90 0 1000 2000 3000 4000 5000 6000 7000 VELOCITY (FEET/SECOND) Figure 3 BA 99-1 R1-R2 P- AND SH-WAVE RESULTS 9 Humboldt Bay ISFSI Page C-18 of Z27-4 Data Report C, Rev. 0
I
)
HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 Receiver to Receiver Analysis VELOCITY (METERSISECOND) 0 250 500 750 1000 1250 1500 1750 2000 2250 C 0
------------- .......................... 10 50 I..I--.~~~~~~~~~~~~~~~~~~~~~~~~~~~~------- 20
- ........ --- .i -4*--Rl-R2Vsp I--U-RI -R2 Vp 30 100 ... . . ... . . .. ... .
f .. . .-- -- - - -- I~~~~~....
-40
. . .. - --- -- I _ _. _~~~~~~~~~~~~~..
T 150
-50
. 1 -- -- -- _ _ _ _ _ I _ __~~~--
. ..... ..... . ....... --- - - - -- - -- - - -I- - -- - CO LU 60 U. 200 ---.....
I a- 2L 70 a. Lu 0 i 250 80 90 300 100 350 110 120 400 : I : I ,,.., '
- -- . s...: :: .
0 1000 2000 3000 4000 5000 6000 7000 VELOCITY (FEET/SECOND) -1 Figure 4 BA 99-2 R1-R2 P- AND SH-WAVE RESULTS 10 Page C-19 of 2-2O Humboldt Bay ISESI Data Report C, Rev. 0
I HUMBOLT BAY POWER PLANT BOREHOLE 99-1 Receiver to Receiver Analysis VELOCITY (METERSISECOND) 0 100 200 300 400 500 600 0 -0
.................................. I-------------------------------- ................................................................
............... lt -------------- --------- ............................................
4 -----------
- ----------------------- RI -R2 Vs 10
. ......... ------------- ........ I............... ...... ---------------------------------- ------ ---------------------
.:I ...................... --------------------------------------------- ------------ 7--------------------------------- -------- 5
................ ............ ---------- -------- ...... ------------- ........ I........................
20 30 10
.......... ........... I................. ----------------------------------- .........................
. ............... ------------- --------------- . ............................. I............... ............. (n
-I w 40 ............................... ... I....... ................
................ ................ ---------------- 4 ---------------
I- ------------------------- ...... 7 --I 0- ............... -------------------------------- ...... ----------
.15~
0Uj50 ...................... ........ ........ -- ---------------------------- 60 20 70 80
. .. . . .. . . .. . .. . .. . ... . . . .. . . .. . .. . . .. . . .. . .. .- -- ..-. . . . .. . .. . . .. . .. ..... . .. . .I. . . . .. . .. . ..
25 90 0 500 1000 1500 2000 VELOCITY (FEET/SECOND) Figure 5 BA 99-1 RI-R2 SH-WAVE RESULTS 11 Humboldt Bay ISFSI Page C-20 of 22Z> Data Report C, Rev. 0
I HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 Receiver to Receiver Analysis VELOCITY (METERS/SECOND) 0 100 200 300 400 500 600 700 0 - . 0 7.... ........... ..... ..........
------- -R 1-R2 Vs 10 50 -
------------------------- ------------ ------------- 4- ----------- ... ......... ............................ 20
.I 100 - =
30 o
------------- I------------- ------------- ------------- ............. I -------------- .... ------------- I---------------- ...........
I ------------- ;-------------- ---------------------------- ................. I ---------- .... ----------- .................. ...... - .1 40
............. :.............. ----------------------- I .... ------ -------------------- ............. ... ------------ i j
150
, .;......... . ... j... ........... 50 1 ....... .. - - - - . . . . .. .
. w U)
>,I '1 W LL . LL 200 60 I X IL ..... ................... ............................ - - - ... ...... ..... -- - - -- - - ........... I 1 1.'x'-'--'-' 70 0 .. -.. . . . .. .
-~~~~~
~ ~~~~~~~~
1 -- - --- -- - --- -
* -'--- - - -' '-'1 .
j o- ----- ---- -- -- -------- s --- ---.---.- --- ............ 250 70 I _ _ __I 80 300 90
..................... ... ........ . . .. . . .. . . .. . .. . . ... ............. ,Lt
. . ................ .............. ................. ..... jt............. -
100
. =-I 350 110
.1
.. ~ ~ ~~~~~~~~~~....---- .........
- ..- .- .. 1 ------------
120 400 110--amat::2 .I............ -:.
............................ I-------------:............. I[.........................
k I I 0 500 1000 1500 2000 2500 -i VELOCITY (FEET/SECOND) Figure 6 BA 99-2 R1-R2 SH-WAVE RESULTS 12 Page C-21 of ZZ':' Humboldt Bay ISFSI Data Report C, Rev. 0
DEPTH (FT) I Vs (FTIS) I Vp (FTIS) 3.3 I 1515 4.9 481 2469 6.6 507 4762 8.2 1 525 4444 9.8 1 926 5128 11.5 1 871 4762 13.1 855 5556 14.8 920 I 5556 16.4 1 1050 T 6061 18.0 1130 5556 19.7 901 5556 21.3 932 - 6061 23.0 763 5747 24.6 809 5376 26.3 754 5952 27.9 786 6410 29.5 887 5952 31.2 1075 5747 32.8 1075 5747 -i 34.5 978 6173 36.1 894 6173 37.7 831 6173 39.4 1075 5747 41.0 873 6667 44.3 1443 6944 45.9 1862 6173 47.6 1773 5556 49.2 1812 6667 50.9 1618 5747 52.5 1550 5952 54.1 1550 5747 55.8 1536 5747 57.4 1418 6173 59.1 1406 5952 60.7 1773 5556 62.3 1718 1 5747 64.0 1603 5747 65.6 1495 X 5952 67.3 1383 6944 68.9 1543 6667 70.5 1488 1 6173 72.2 1522 1 5952 73.8 1515 6173 75.5 1488 I 5952 77.1 1475 5747 78.7 1412 6667 80.4 1372 6173 82.0 1383 6410 Table 1 P-S LOG DATA FOR BOREHOLE 99-1 13 Humboldt Bay ISFSI Page C-22 of Z't Data Report C, Rev. 0
DEPTH (FT) Vs (FTIS) Vp (FTIS) l DEPTH (FT) Vs (FTtS) j Vp (FT/S) 4.9 497 2039 103.4 1699 5800 6.6 530 3541 105.0 1809 5800 8.2 522 4806 = 106.6 1771 5607 9.8 1 462 4806 108.3 1716 5800 11.5 479 4486 _ 109.9 1859 5800 13.1 476 5176 111.6 2002 5800 14.8 534 _4806 113.2 1761 SB00 16.4 568 4806 _ 114.8 1734 5800 18.0 I 662 ] 4427 - 116.5 1708 5800 19.7 l 782 4103 _ 118.1 1657 5607 21.3 i 984 3504 _ 119.8 1682 5607 23.0 i 850 2851 121.4 1708 5800 24.86 919 1 1933 123.0 1752 5800 26.3 j 956 1828 124.7 1691 5800 27.9 J 1180 1752 126.3 1716 5800 29.5 1045 I 1848 128.0 1716 5800 31.2 1107 1979 129.6 1771 5800 32.8 1118 3174 131.2 1708 5800 34.5 1294 3912 132.9 1665 5800 1408 4947 134.5 1734 6007 36.1 37.7 i 1121 4806 - 136.2 1828 6470 39.4 1390 [ 5097 137.8 1869 2199 6230 6728 41.0 978 5426 139.4 42.7 919 5426 _ 141.1 2170 6728 44.3 1219 4546 142.7 2258 7009 45.9 1148 5426 144.4 2002 6728 47.6 909 5607 1146.0 1848 6728 49.2 1172 5257 147.6 1818 6728 50.9 1045 5607 149.3 1991 7009 52.5 1340 5800 150.9 1859 6470 54.1 1299 5800 152.6 1529 6007 55.8 1557 6470 154.2 1438 5800 57.4 1780 6470 155.8 1438 5607 59.1 l 1557 6007 157.5 1450 5607 60.7 I 1099 5426 _ 159.1 1495 5607 62.3 1089 ] 5257 160.8 1515 5800 5607 64.0 1330 5607 162.4 1515 65.6 1390 5426 164.0 1536 5607 67.3 1502 5800 165.7 -1522 5800 68.9 1522 5800 167.3 1444 5607 70.5 i 1450 5607 169.0 1557 5607 72.2 I 1550 6230 170.6 172.2 1572 1502 5607 5607 73.8 1 1565 i 6230 75.5 1572 6230 173.9 1502 5607 77.1 1 1708 i 6470 175.5 1529 5607 78.7 11641 1 5800 177.2 1587 5800 5607 80.4 1368 i 5607 178.8 1565 82.0 l 1357 l 5800 180.5 1456 5607 83.7 1396 5800 182.1 1529 5607 85.3 1587 5800 _ 183.7 1617 5800 86.9 1565 5607 _ 185.4 1536 - 5800 88.6 1665 5800 - 187.0 1509 5800 90.2 1828 5800M_ 188.7 -- _1572 -_5800 91.9 1625 5607 190.3 1625 5800 93.5 1587 5607 - 191.9 - _-1625 S800 95.1 1716 5800 193.6 1602 5800 96.8 1665 6007 = 195.2 1665 5800 98.4 1 1617 I 5800 196.9 1641 5800 1674 1 5607 _ 198.5 1633 5607 100.1 1610 1 5607 _ 2001 1557 5800 101.7 Table 2 P-S LOG DATA FOR BOREHOLE 99-2 14 Page C-23 of 220 Humboldt Bay ISFSI Data Report C, Rev. 0
DEPTH (FT) Vs (FTIS) Vp (FTIS) - DEPTH (FT) Vs (FTIS) Vp (FT/S) 201.8 1502 5607 300.2 2058 6596 203.4 1543 5607 301.8 2296 6596 205.1 1572 5607 303.5 2320 6866 206.7 1617 5800 305.1 2250 6866 208.3 1682 5800 __ 306.8 -2250 6596 210.0 1641 5800 1 308.4 2289 6470 211.6 1529 1 5607 = 310.0 1928 6230 213.3 1649 6007 - 311.7 1789 6007 214.9 I 1991 6007 313.3 1761 6347 216.5 1956 5 5607 1 315.0 1945 6347 218.2 1761 1 5607 _ 316.6 2002 5800 219.8 1682 1 5607 318.2 1804 5800 221.5 I 1579 T 5800 1 319.9 1799 5800 223.1 1617 T 5800 1 321.5 1771 5702 224.7 1691 1 5607 323.2 2090 5902 226.4 j 1649 j 5607 324.8 1854 5902 228.0 1 1633 j 5800 326.4 1674 5902 229.7 1 1587 ] 5800 328.1 1757 6117 231.3 1 1674 j 5800 329.7 1617 5800 232.9 - 1649 5607 331.4 1629 5800 234.6 1 1641 5607 333.0 1533 5800 236.2 1 1670 5800 334.7 1809 5702 237.9 1 1587 5902 336.3 1766 5702 239.5 1 1661 5800 337.9 1922 5902 241.1 1 1602 5607 339.6 1869 5800 242.8 1629 i 5800 _ 341.2 1833 5702 244.4 J 1645 1 5702 342.9 1814 5800 246.1 1 1645 5702 _ 344.5 1859 5902 247.7 1661 s 5800 346.1 1818 5800 249.3 1721 5702 347.8 1885 5800 251.0 1629 5607 349.4 1814 5902 252.6 1633 1 5607 351.1 1838 6007 254.3 1645 j 5702 352.7 1879 6007 255.9 I 1641 j 5702 354.3 1962 6230 257.6 1661 1 5702 356.0 1854 6596 259.2 1629 j 5800 357.6 1818 6347 260.8 1670 1 6117 359.3 1691 6007 262.5 2296 1 6728 360.9 1674 6007 264.1 2412 F 6347 362.5 1645 6007 265.8 1950 5800 364.2 1712 6007 267.4 1743 5702 365.8 1771 6117 269.0 1828 T 5702 367.5 1906 6007 270.7 1794 1 5702 369.1 1833 5902 272.3 1785 1 6007 370.7 1748 5902 274.0 1 1864 ! 6007 372.4 1721 5902 275.6 1 1928 1 6007 374.0 1734 6007 277.2 I 2129 i 6470 375.7 1678 5902 278.9 1 2170 T 6347 377.3 1682 5800 280.5 1 1967 6007 378.9 1686 5800 282.2 1 1945 6117 380.6 1699 5902 283.8 [ 2021 1 6117 382.2 1703 5800 285.4 1928 1 6007 383.9 1708 5902 287.1 T 1939 1 6007 385.5 1721 5902 288.7 T 1885 1 5902 387.1 1743 6007 290.4 1823 i 5902 388.8 1775 5902 292.0 i 1933 1 6230 390.4 1967 5902 293.6 ! 2206 1 6596 392.1 2014 5902 295.3 1 2177 1 6596 393.7 1967 5902 296.9 1 1901 1 6230 395.3 1979 5902 298.6 T 1859 1 6117 397.0 1917 6007 Table 2 P-S LOG DATA FOR BOREHOLE 99-2, continued 15 Page C-24 of X2.0 Humboldt Bay ISFSI Data Report C, Rev. 0
I I I I DEPTH (FT) I Vs (FTJS) I Vp (FTIS) I 398.6 l 1906 1 6117 400.3 1 2008 j 6117 401.9 l 1879 l 6007 403.5 1804 l 6007 405.2 1695 l 6117 406.8 l 2014 l 6230 Table 2 P-S LOG DATA FOR BOREHOLE 99-2, continued j --I 16 Page C-25 of Z2zc> Humboldt Bay ISFSI Data Report C, Rev. 0
I HUMBOLT BAY POWER PLANT BOREHOLE 99-1 I Source to Receiver Analysis VELOCITY (METERS/SECOND) i 0 250 500 750 1000 1250 1500 1750 2000 2250 0 -
.......... r .. ..... ..
10 0 R1-R2Vs
------------- --<>--S-Rl Vs ----------- ............ ..........
--*-Rl-R2 VP ............... 5
--C]--S-Rl VP
. i 20 30
............ ... .............. ........ . ..... ....... --------------4 I 10
---------- ---- ......... - --------- Cn
,,J 40 I
Us LL ------- ------- ----------- --- 7 Itw
. . . .. . .. .. . .. . . . . .. .. w a..
ul o 50 15 CL
.......... ........ ..... 20 60
---------- 7--
20 70 -i 80
... .... 25 90 0 1000 2000 3000 4000 5000 6000 7000 VELOCITY (FEET/SECOND)
Figure 7 BA 99 S-RI AND RI-R2 P- AND SH-WAVE ANALYSIS RESULTS 17 Humboldt Bay ISFSI Page C-26 of Z20 Data Report C, Rev. 0
I i HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 Source to Receiver Analysis VELOCITY (METERSISECOND) 0 250 500 750 1000 1250 1500 1750 2000 2250 0 0 i ....
- A.. . . . L . .l......:...............---.-------.-:--.
~~~~~~~~~~~~~--- -- ---------- . .. . . - ------- 1---- --------
10 50 , 20
-I........ -: --
i~i~~ ~ ~ ~ ~ ~ ------
.......... I i-- I.V .. s. . .. .
100 ._ 30
. .:I
- i :
L40
. ....... 1.--- ----
I 150
~~ ]
F
-RV 1 R 1 R 2 V - - -- - - -- -
J-l -50 P -- - - -- -- - -- - - -
- - ---- -60
- w I
L- 200 cw 0
...-I.- -. 1 ....
---i .........
. -.:I -70 250 _ _ _._. ._.. .. ._. ._. . ._.. .. . .. . . .. . ._.. .. _.
--. -- - . .. .. .. .. .. . .. .. .... .... 80 300 r 1 .. . . r~~~~~~~~~~~. 90 I ]~~~~~~~~~~~~~~~~~~
. .. .. 100
----I - - - - - - .- . . t-350 I- _ _
______ L - - - .. -. ..I .~. ~ ~ ~ ~ ~ ~ ~ .. .....
~~~~~~~~~~~~~~~~~~~~~ F~~~~~~~~. 110 120 400 0 1000 2000 3000 4000 5000 6000 7000 VELOCITY (FEET/SECOND)
-~ Figure 8 BA 99-2 S-R1 AND RI-R2 P- AND SH-WAVE ANALYSIS RESULTS 18 Page C-27 of 220 Humboldt Bay ISFSI Data Report C, Rev. 0
SUMMARY
DISCUSSION OF RESULTS Both P- and SH-wave velocities were measured in boreholes 99-1 and 99-2 at the proposed sites for the Independent Spent Fuel Storage Installation (ISFSI) at Humboldt Bay Power Plant (HBPP) on February 10 and February 19 of 1999. Detailed comparison of the results between boreholes will be performed by others, taking into account the differences in elevation of the borehole collars. However, some qualitative observations can be made. Groundwater was encountered in both boreholes within 10 feet of the ground surface. However, borehole 99-2 exhibits a region of unsaturated soils between 15 and 40 feet from the surface. This is demonstrated by the change in P-wave velocities. Generally, both boreholes show similar shear wave velocity velocity ranges in upper 80 feet, increasing from 500 ft/sec to approximately 1500 ft/sec at 50 feet. QUALITY ASSURANCE These geophysical investigations conducted at the proposed sites for the Independent Spent Fuel Storage Installation (ISFSI) at Humboldt Bay Power Plant (HBPP) were performed by professional staff of GEOVision Geophysical Services under the supervision of Antony J. Martin, R.GP., project management of Mr. John G. Diehl, P.E., and quality assurance by Dr. Robert L. Nigbor. Industry-standard or better methods and levels of care were employed for both measurements and analyses. All work was performed under GEOVision's quality assurance procedures, which include:
- Use of NIST-traceable calibrations, where applicable, for field and laboratory instrumentation
- Use of standard field data logs
- Where applicable, use of independent verification of data for example, comparison of receiver-to-receiver and source-to-receiver velocities for the suspension velocity measurements, (see Appendix C)
- Independent review of calculations and results by a registered professional engineer, geologist, or geophysicist.
19 Humboldt Bay ISFSI Page C-28 of 220 Data Report C, Rev. 0
CERTIFICATION All geophysical data, analysis, interpretations, conclusions, and recommendations in this document have been prepared under the supervision of and reviewed by a GEOVision California Registered Geophysicist. Antony J. Martin Date California Registered Geophysicist GP989 GEOVision Geophysical Services
- This geophysical investigation was conducted under the supervision of a California Registered Geophysicist using industry standard methods and equipment. A high degree I of professionalism was maintained during all aspects of the project from the field investigation and data acquisition, through data processing interpretation and reporting.
All original field data files, field notes and observations, and other pertinent information are maintained in the project files and are available for the client to review for a period of at least one year. A registered geophysicist's certification of interpreted geophysical conditions comprises a declaration of his/her professional judgment. It does not constitute a warranty or guarantee, expressed or implied, nor does it relieve any other party of its responsibility to abide by contract documents, applicable codes, standards, regulations or ordinances. 20 Humboldt Bay ISFSI Page C-29 of ZZO Data Report C, Rev. 0
REFERENCES Guidelines for Determining Design Basis Ground Motions, Report TR-102293, Electric Power Research Institute, Palo Alto, California, November 1993, Sections 7 and 8. Procedure for OYO P-S Suspension Seismic Velocity Logging Method GEOVision Geophysical Services Work Plan Geophysical Investigations for the HBPP ISFSI Site (Appendix B) 21 Humboldt Bay ISFSI Page C-30 of 2.2C Data Report C, Rev. 0
APPENDIX A i GEOVISION GEOPHYSICAL SERVICES WORK PLAN GEOPHYSICAL INVESTIGATIONS FOR THE HBPP ISFSI SITE A Page C-3 1 of 2Z2O Humboldt Bay ISFSI Data Report C, Rev. 0
I GE o3&zo, geophysical services a division of Blackhawk Geometrics GEOVision Geophysical Services Work Plan Geophysical Investigations for the BPP ISFSI Site Purpose This Work Plan describes the scope and general approach for GEOVision Geophysical Services (GEOVision) to perform borehole geophysical logging in exploratory boreholes drilled by others at proposed sites for an Independent Spent Fuel Storage Installation (ISFSI) at Humboldt Bay i Power Plant (HBPP). Exploratory borings will be used by others to characterize subsurface conditions and obtain samples for laboratory testing. Geophysical logging will be performed within boreholes to obtain shear wave velocities. Borehole and laboratory data will be used by others to develop parameters for foundation engineering analyses. Data will also be used by others to perform ground motions analyses. This Work Plan is applicable to all persons performing geophysical logging, data processing and interpretation, and geophysics report preparation for the ISFSI Site. All personnel using this Work Plan shall indicate by signing Attachment 1 that they have read and understood its contents. Scope of Work The following tasks shall be performed under the scope of this Work Plan. Task 1: Perform borehole logging using the P-S suspension logging method (reference Appendix A - GEOVision's "Procedure for OYO P-S Suspension Seismic Velocity Logging Method") Revision 1 Page 1 of 4 February 16, 1999 l Humboldt Bay ISFSI Page C-32 of zZo Data Report C,Rev. 0
Task 2: Process and interpret data collected at the sites, and prepare report presenting data collected and describing data reduction techniques and results. Personnel A team of GEOVision geophysicists and engineers shall perform the borehole logging and data interpretation covered under this Work Plan. The GEOVision team shall include a Field Geophysicist, a Senior Geophysicist or Engineer directly responsible for the field work, and a Project Manager in charge of the exploration program, quality assurance aspects associated with it, and project peer review. Field personnel performing the work shall have a Bachelor's degree in geological sciences, civil engineering, or physics and a minimum of 3 years of relevant experience. The Senior Geophysicist or Engineer shall be a California Registered Geophysicist or Civil Engineer with 5 or more years of relevant experience. The Project Manager shall be a California Registered Geologist, Geotechnical Engineer, or Civil Engineer with a Master's or Doctorate degree in geological sciences or civil engineering and a minimum of 10 years of relevant experience. Data Collection Equipment The following seismic equipment will be used during this investigation:
- OYO P-S 170 Digital Logging Recorder
- OYO P-S Suspension Logger probe, including two sets horizontal and vertical geophones, seismic source, and power supply for source and receivers
- Winch and winch controller, with logging cable
- Batteries to operate OYO 170 and winch, or generator for the winch Other miscellaneous equipment will include:
- Laptop computer and various cables
- Diskettes Equipment Calibration The OYO P-S 170 recorder shall be calibrated within 12 months prior to use in the field and labeled in accordance with the GEOVision Quality Assurance Program (Appendix B) and the GEOVision "Calibration Procedure for GEOVision's Seismic Recorder/Logger",
Program (Appendix C). The recorder shall be calibrated in the same manner immediately after its use in the field. Instrumentation within the probes (geophones, fluxgate compass, seismic source) does not require calibration for this procedure. Any calibrations performed shall be as recommended by the manufacturer and shall conform to applicable industry Revision 1 Page 2 of 4 February 16, 1999 Humboldt Bay ISFSI Page C-33 of 22c Data Report C, Rev. 0
standards. Calibrations performed shall be documented and documentation submitted to PG&E for acceptance. Field Procedures Refer to GEOVision's "Procedure for OYO P-S Suspension Seismic Velocity Logging Method." In case of deviations or conflicts between the Procedure and this Work Plan, this Work Plan shall have precedence. Any deviations or conflicts shall be documented. Boreholes will be drilled by others. Borehole depths should be at least 5 meters greater than the desired measurement depth in order to accommodate the length of the P-S Suspension probe. Logging will be performed in uncased boreholes if the boreholes can be maintained in the uncased condition. Otherwise, upon completion of drilling, the boreholes will be cased with 3" ID PVC, and grouted according to the method recommended in ASTM D 4428-91. Disturbance to the borehole walls should be minimized. P-S suspension measurements shall be performed in fluid-filled boreholes at 1 meter intervals or less. Paper copies of all seismic records shall be printed in the field and signed by the field geophysicist. Data shall also be stored on floppy disk. Data Processing Data processing and analyses shall be accomplished according to GEOVision's "Procedure for OYO P-S Suspension Seismic Velocity Logging Method." The performance and output of any technical software used to assist in analyses shall be verified by (1) comparison with theoretical data in scientific literature, (2) comparison with outputs from other recognized computer programs, (3) comparison with outputs and results from alternate independent data/methods, or (4) comparison with other comparable soil sites where field data compares satisfactorily with the output from the programs. Verification shall be documented in a verification report addressing the specific type of problem being analyzed for the project. The report shall provide an overview of the software capabilities utilized, details of the problem analyzed and associated output, and input and output files for any verification runs performed. Quality Assurance Quality assurance measures shall include the following:
- Abide by GEOVision's "Procedure for OYO P-S Suspension Seismic Velocity Logging Method."
a The investigation shall be supervised by a California Registered Geophysicist.
- Equipment shall be calibrated and tested as required above.
. Field activities shall be clearly documented.
- All hand or spreadsheet calculations shall be checked and verified.
Revision 1 Page 3 of 4 February 16, 1999 Humboldt Bay ISFSI Page C-34 of Zz Data Report C, Rev. 0
I II 0 Abide by GEOVision's QA/QC Program. i Report The report shall include basic data supporting all conclusions and interpretations, QA/QC i information and a discussion of field procedures, data processing, interpretation and the results of the survey. Interpreted velocity profiles shall be provided for each borehole. Sufficient information shall be provided to allow for independent analyses and evaluation for design verification. The report shall be independently reviewed and approved within GEOVision by a California registered geophysicist.
. I ,I i
i -J Revision I Page 4 of 4 February 16. 1999 Humboldt Bay ISFSI Page C-35 of Z2Co Data Report C, Rev. 0
Attachment 1 Document Review Sheet I have reviewed applicable portions of the "GEOVision Geophysical Services Work Plan Geophysical Investigations for the HBPP ISFSI Site," and fully understand its contents. Name (print) I Signature l Company Date iI Revision 1 Page 5 of 4 February 16, 1999 1 Humboldt Bay ISFSI Page C-36 of 'ZZC-Data Report C, Rev. 0
APPENDIX B PROCEDURE FOR OYO P-S SUSPENSION SEISMIC VELOCITY LOGGING METHOD -f Humboldt Bay ISFSI Page C-37 of OzD Data Report C, Rev. 0
PROCEDURE FOR OYO P-S SUSPENSION SEISMIC VELOCITY LOGGING METHOD
Background
This procedure describes a method for measuring shear and compressional wave velocities in soil and rock. The OYO P-S Suspension Method is applied by generating shear and compressional waves in a borehole using the OYO P-S Suspension Logger borehole tool and measuring the travel time between two receiver geophones or hydrophones located in the same tool. Objective The outcome of this procedure is a plot and table of P and SH wave velocity versus depth for each borehole. Standard analysis is performed on receiver to receiver data. Data is presented in report format, with ASCII data files and digital records transmitted on diskette. Instrumentation
- 1. OYO Model 170 Digital Logging Recorder or equivalent
- 2. OYO P-S Suspension Logger probe, including two sets horizontal and vertical geophones, seismic source, and power supply for the source and receivers
- 3. Winch and winch controller, with logging cable
- 4. Batteries to operate OYO 170 and winch The Model 170 Suspension P-S Logging system, manufactured by OYO Corporation, is currently the only commercially available suspension system. As shown in Figure 1, the System consists of a borehole probe suspended by a cable and a recording/control electronics package on the surface.
The suspension system probe consists of a combined reversible polarity solenoid horizontal shear-wave generator (SH ) and compressional-wave generator (P), joined to two biaxial geophones by a flexible isolation cylinder. The separation of the two geophones is one meter, allowing average wave velocity in the region between the OYO P-S Suspension Velocity Logging Procedure GE Ax -lumboldt Bay ISFSI
<+7tz~z~nRev 1.0 1217/98 Paqe 1 Page C-38 of 22c-Data Report C, Rev. 0
geophones to be determined by inversion of the wave travel time between the two geophones. The total length of the probe is approximately 7 meters; the center point of the geophones is approximately 5 meters above the bottom end of the probe. The probe receives control signals from, and sends the amplified geophone signals to, the instrumentation package on the surface via an armored 7 conductor cable. The cable is wound onto the drum of a winch and is used to support the probe. Cable travel is measured by a rotary encoder to provide probe depth data. The entire probe is suspended by the cable and centered in the borehole by nylon "whiskers." Therefore, source motion is not coupled directly to the borehole walls; rather, the source motion creates a horizontally propagating pressure wave in the fluid filling the borehole and surrounding the source. This pressure wave produces a horizontal displacement of the soil forming the wall of the borehole. This displacement propagates up and down the borehole wall, in turn causing a pressure wave to be generated in the fluid surrounding the geophones as the soil displacement wave passes their location. Environmental Conditions The OYO P-S Suspension Logging Method can be used in either cased or uncased boreholes. For best results, the borehole must be between 10 and 20 cm in diameter, or 4 to 8 inches. Uncased boreholes are preferred because the effects of the casing and grouting are removed. It is recommended that the borehole be drilled using the rotary mud method. This method does little damage to the borehole wall, and the drilling fluid coats and seals the borehole wall reducing fluid loss and wall collapse. The borehole fluid is required for the logging, and must be well circulated prior to logging. If the borehole must be cased, the casing must be PVC and properly installed and grouted. Any voids in the grout will cause problems with the data. Likewise, large grout bulbs used to fill cavities will also cause problems. The grout must be set before testing. This means the grouting must take place at least 48. hours before testing. For borehole casing, applicable preparation procedures are presented in ASTM Standard D4428/D4428M-91 Section 4.1 (see ASTM website for copy). Calibration Calibration of the Model 170 digital recorder is required. Calibration is limited to the timing accuracy of the recorder. GEOVision's Seismograph Calibration Procedure or equivalent should be used. Calibration must be performed on an annual basis. OYO P-S Suspension Velocity Logging Procedure GE tenvuszor Rev 1.0 1217/98 Page 2 Bay ISFSI
-umboldt Page C-39 of Z24-c
)ata Report C, Rev. 0
Measurement Procedure The entire probe is lowered into the borehole to a specific measurement depth by the winch. A measurement sequence is then initiated by the operator from the instrumentation package control panel. No further operator intervention is then needed to complete the measurement sequence described below. The system electronics activates the SH-wave source in one direction and records the output of the two horizontally oriented geophone axes which are situated parallel to the axis of motion of the source. The source is then activated in the opposite direction, and the horizontal output signals are again recorded, producing a SH-wave record of polarity opposite to the previous record. The source is finally actuated in the first direction again, and the responses of the vertical geophone axes to the resultant P-wave are recorded during this sampling. The data from each geophone during each source activation is recorded as a different channel on the recording system. The Model 170 has six channels (two simultaneous recording channels), each with a 12 bit 1024 sample record. The recorded data is displayed on a CRT display and on paper tape output as six channels with a common time scale. Data is stored on 3.5-inch floppy diskettes for further processing. Up to 8 sampling sequences can be stacked (averaged) to improve the signal to noise ration of the signals. Review of the displayed data on the CRT or paper tape allows the operator to set the gains, filters, delay time, pulse length (energy), sample rate, and stacking number in order to optimize the quality of the data before recording. Typical depth spacing for measurements is 1.0 meters, or 3.3 feet. Alternative spacing is 0.5 meter, or 1.6 feet. Required Field Records
- 1) Field log for each borehole showing a) Borehole identification b) Date of test c) Tester or data recorder d) Description of measurement e) Any deviations from test plan and action taken as a result f) QA Review OYO P-S Suspension Velocity Logging Procedure umboldt Bay ISFSI G-u Rev 1.0 1217/98 Page 3C-40 of 2Zo
~~~~~~~~~~~~~~~~~
ata Report C, Rev. 0
- 2) Paper output records for each measurement as backup showing depth and ID number
- 3) List of record ID numbers (for data on diskette) and corresponding depth
- 4) Diskettes with backup copies of data on hard disk, labeled with borehole designation, record ID numbers, date, and tester name.
An example Field Log is attached to this procedure. Analysis Following completion of field work, the recorded digital records are processed by computer using the OYO Corporation software program PSLOG and interactively analyzed by an experienced geophysicist to produce plots and tables of P and SH wave velocity versus depth. The digital time series records from each depth are transferred to a personal computer for analysis. Figure 2 shows a sample of the data from a single depth. These digital records are analyzed to locate the first minima on the vertical axis records, indicating the arrival of P-wave energy. The difference in travel time between these arrivals is used to calculate the P-wave velocity for that 1-meter interval. When observable, P-wave arrivals on the horizontal axis records are used to verify the velocities determined from the vertical axis data. In addition, the soil velocity calculated from the travel time from source to first receiver is compared to the velocity derived from the travel time between receivers. The digital records are studied to establish the presence of clear SH-wave pulses, as indicated by the presence of opposite polarity pulses on each pair of horizontal records. Ideally, the SH-wave signals from the 'normal' and 'reverse' source pulses are very nearly inverted images of each other. Digital FFT - IFFT lowpass filtering are used to remove the higher frequency P-wave signal from the SH-wave signal. The first maxima are picked for the 'normal' signals and the first minima are picked for the 'reverse' signals. The absolute arrival time of the 'normal' and 'reverse' signals may vary by +1-0.2 milliseconds, due to differences in actuation time of the solenoid source caused by constant mechanical bias in the source or by borehole inclination. This variation does not affect the velocity determinations, as the differential time is measured between arrivals of waves created by the same source actuation. The final velocity value is the average of the values obtained from the 'normal' and 'reverse' source actuations. In Figure 2, the time difference over the 1-meter interval of 1.70 millisecond is equivalent to a SH-wave velocity of 588 mrsec. Whenever possible, time differences are determined from several phase points on the SH -wave pulse trains to verify the data obtained from the first arrival of the SH -wave pulse. In addition, the soil velocity OYO P-S Suspension Velocity Logging Procedure GEt I7t Bay Rev 1.0 1217/98 Page 4 Bay Iumboldt 1SFSI Page C-41 of i )ata Report C, Rev. 0
I calculated from the travel time from source to first receiver is compared to the velocity I derived from the travel time between receivers. Figure 3 is a sample composite plot of the far normal horizontal geophone records for a range of depths. This plot shows the waveforms at each depth, clearly showing the S-wave arrivals. This display format is used during analysis to observe trends in velocity with changing depth. Once the proper picks are entered, PSLOG automatically calculates both Vs and Vp for each depth. The program allows spreadsheet output for presentation in either charts are tables or both. I Standard analysis is performed on receiver 1 to receiver 2 data, with separate analysis performed on source to receiver data as a quality assurance procedure. Registered Geophysicist at.,f rig KA Date i2'-/qgS e QA Review I -Date / S/
-I
References:
- 1. Guidelines for Determining Design Basis Ground Motions, Report TR-102293, Electric Power Research Institute, Palo Alto, California, November 1993, Sections 7 and 8.
- 2. The P-S Velocity Logging Method, R.L. Nigbor and T. Imai, XIII ICSMFE, 1994, New Delhi, India I XIII CIMSTF, 1994, New Delhi, India
- 3. "Standard test Methods for Crosshole Seismic Testing", ASTM Standard D44281D4428M-91, July 1991, Philadelphia, PA
--I OYO P-S Suspension Velocity Logging Procedure I GE *Vzoi9 Rev 1.0 1217198 Page 5 Page C-42 of : iumboldt Bay ISFSI )ata Report C, Rev. 0
I OYO SUSPENSION P-S VELOCITY LOGGING SETUP 7-Conductor cable OYO PS-160 WI. 0@@ Logger/Recorder Cable Head 11~- Diskette with Data Winch I Upper Geophone Lower Geophone Borehole Fluid Filter Tube Source Source Driver Weight Overall Length - 25 ft Figure 1. Suspension PS logging method setup OYO P-S Suspension Velocity Logging Procedure t,GE (PVszow Rev 1.0 12/7/98 Page 6 Page C-43 of 2-Zt0 lumboldt Bay ISFSI )ata Report C, Rev. 0
I I I I 6.00 8.00 18.00 _I . I . I :. I
'I.
Rnu n I I Figure 2. Sample suspension method waveform data showing horizontal normal and reversed (HR and HN), and vertical (V) waveforms received at the near (bottom 3 channels) and far (top 3 channels) geophones. The arrivals in milliseconds for each pick are shown on the left. The box in the upper right corner shows the depth in the borehole and the velocities calculated based on the picks. OYO P-S Suspension Velocity Logging Procedure OYO P-S Suspension Velocicy Logging Procedurel I GE Vszo2zz Rev 1.0 12/7/98 Paqe 7 1 Page C-44 of S22 .umboldt Bay ISFSI 'ata Report C, Rev. 0
I I
---------- ~F *
.i
-------- ---- -. 1
- - - ! ! - I
. : [.a
+01 i'j .1 flf
' n.m 12.949j Figure 3. Sample composite waveform plot for normal shear waves received at the near geophone in a single borehole OYO P-S Suspension Velocity Logging Procedure C- JGE ( zc /z Rev 1.0 12/7/98 Page 8 Page C-45 of 2.20 Humboldt Bay ISFSI Data Report C, Rev. 0
GE MWzov geophysical services a division of Blackhawk Geometrics P-S SUSPENSION VELOCITY FIELD LOG SITE: DATE:_ CLIENT:_ JOB: AUTHOR: PAGE 1 OF CONTACT: _OFFICE_ PHONE:_ PHONE: CONTACT: OFFICE_ PHONE:- PHONE: CONTACT: - PHONE: PHONE:_ CONTACT:_ PHONE:_ PHONE:_ DRILLER:_ PHONE:_ COMPANY: PHONE:_ DIRECTIONS TO SITE: GENERAL SITE CONDITIONS/LOCATION: EA#: BOREHOLE DESIGNATION: LOCATION: COUNTY: RANGE: TOWNSHIP: SECTION:_ BOREHOLE CONSTRUCTION: CASED UNCASED_ DIAMETERS AND DEPTH RANGES: 0 TO ; , TO BOREHOLE TOTAL DEPTH AS DRILLED:_ CONDUCTOR CASING?: YES DEPTH TO BOTTOM OF CASING _ NO_ DEPTH TO BEDROCK: DEPTH TO WATER TABLE:_ BOREHOLE FLUID: WATER__ FRESH WATER MUD ;SALT WATER MUD ; OTHER: . DEPTH TO BOREHOLE FLUID: TIME SINCE LAST CIRCULATION:_ GEO Vision GeophvsicalServices 1785 Pomona Road, Suite B, Corona, CA 91720 Ph (909) 549-1234 Fx (909) 549-1236 Humboldt Bay ISFSI Page C-46 of Z-Z0 Data Report C, Rev. 0
i
- -GE jVi97Ž'/
geophysical services a division of Blackhawk Geometrics SITE:_ DATE: CLIENT:_ JOB:_ AUTHOR: - PAGE 2 OF LOGGING CREW: VEHICLE(S) USED AND MILEAGE: RED_ BLUE ,WHITE_ MOBILIZED FROM: DEPARTURE TIME:_ ARRIVED ON SITE:_ STANDBY TIME: CAUSE:_ LOGGING STARTED: LOGGING COMPLETED:_ STANDBY TIME: CAUSE:_ LOGGING STARTED: LOGGING COMPLETED:_ DEMOBILIZED TO: ARRIVAL TIME:_ ADDITIONAL DEMOB TIME: REASON:_
- BATTERIES CHANGED BEFORE LOGGING: YES ;_; NO ; STORED WITH NEW_
`- -- WINCH COMPROBE HAND WHITE TRK_ INSTRUMENT 12004 150140 GEOPHONE MAINTENANCE PERFORMED ON SITE:
- 'EQUIPMENT PROBLEMS OR FAILURES:
SUGGESTIONS, ADDITIONS, CHANGES:, COMMENTS:
... GEO Vision Geophysical Services 1785 Pomona Road, Suite B, Corona, CA 91720 Ph (909) 549-1234 Fx (909) 549-1236 Humboldt Bay ISFSI Page C-47 of zzo Data Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE:- __ __ _____ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DATE : rLIENT:_ -__ _ _ _ __ _ _ __ _ __ __ __ _ _ _ __ __ _ _ _ _ _ _ _ JO B : _ WUTHOR: PAGE OF_ IDEPTH lMETERSIFEET lDEPTH UNFILTERED FILE NO. JFILTERED jFILE NO. COMMENTS lCASING, WATER, ROCK, ETC 0.5 1.64 1.0 3.28 1.5 4.92 2.0 6.56 2.5 8.20 3.0 9.84 3.5 11.48 4.0 13.12 4.5 14.76 5.0 16.40 5.5 18.04 6.0 19.69
. 6.5 21.33 7.0 22.97 7.5 24.61 - 8.0 26.25 8.5 I! 27.89 9.0 29.53 9.-i-- 31.17 10.0 32.81 l 10.5 34.45 11.0 36.09 11.5 37.73 1 12.0 39.37 _
12.5 41.01 13 0 42.65 13.5 44.29 I 14.0 45.93 14.5 47.57 15.0 49.21 15.5 50.85 16.0 52.49 _ _ _____ 16.5 54.13 17.0 55.77 17.5 57.41 18.0 59.06 I 18.5 60.70 _ _ _I lumboldt Bay ISFSI Page C-48 of Z2W )ata Report C, Rev. 0
APPENDIX C SOURCE-TO-RECEIVER (S-RI) ANALYSIS OF OYO P-S SUSPENSION LOG DATA iumboldt Bay ISFSI Page C-49 of 2n2c. Data Report C, Rev. 0
I T HUMBOLT BAY POWER PLANT BOREHOLE 99-1 VELOCITY DATA ACQUIRED 2/11199 RECEIVER TO RECEIVER (R1-R2) SOURCE TO RECEIVER (S-RI) I ANALYSIS ANALYSIS DEPTH (FT) Vs (FT/S) Vp (FTIS) AVG DEPTH (FT) Vs (FTIS) Vp (FT/S) 3.3 1515 4.9 481 2469 6.6 507 4762 I 8.5 t 8.2 525 4444 I 9.8 926 5128 10.1 11.5 871 4762 11.8 726 5296 13.1 855 5556 13.4 730 5296 14.8 920 5556 15.1 708 5296 16.4 1050 6061 16.7 757 5720 18.0 1130 5556 18.3 781 5500 I 19.7 901 5556 20.0 799 5296 21.3 932 6061 21.6 841 5500 23.0 763 5747 23.3 872 5720 24.6 809 5376 24.9 836 5720 26.3 754 5952 26.5 867 5500 27.9 786 6410 28.2 955 5630 29.5 887 5952 29.8 1003 5813 31.2 1075 5747 31.5 1017 5813 32.8 1075 5747 33.1 1092 5720 34.5 978 6173 34.7 1144 5543 36.1 894 6173 36.4 1248 5458 37.7 831 6173 38.0 1347 5458 39.4 1075 5747 39.7 1388 5720 41.0 873 6667 41.3 1480 5B13 42.7 1372 6944 42.9 1531 5909 44.3 1443 6944 44.6 1531 5813 45.9 1862 6173 46.2 1531 5813 47.6 1773 5556 47.9 1505 6111 49.2 1812 6667 49.5 1493 5909 50.9 1618 5747 51.1 1399 6111 52.5 1550 5952 52.8 1439 5909 54.1 1550 5747 54.4 1493 5813 55.8 1536 5747 56.1 1410 5720 57.4 1418 6173 57.7 1399 5720 59.1 1406 5952 59.3 1399 5458 60.7 1773 5556 61.0 1388 5376 62.3 1718 5747 62.6 1421 5458 64.0 1603 5747 64.3 1444 5630 65.6 1495 5952 65.9 1433 5720 Table 1 Page 1 of 2 [umboldt Bay ISFSI Page C-50 of 22z) )ata Report C, Rev. 0
I i HUMBOLT BAY POWER PLANT BOREHOLE 99-1 I VELOCITY DATA ACQUIRED 2111199 RECEIVER TO RECEIVER (RI-R2) SOURCE TO RECEIVER (S-R1) ANALYSIS ANALYSIS DEPTH (FT) Vs (FTIS) Vp (FTIS) AVG DEPTH (FT) Vs (FT(S) Vp (FTIS) 67.3 1383 6944 67.6 1505 5630 68.9 1543 6667 69.2 1433 5813 70.5 1488 6173 70.8 1480 5813 72.2 1522 5952 72.5 1486 5720 73.8 1515 6173 74.1 1486 5720 75.5 1488 5952 75.8 1480 5720 77.1 1475 5747 77.4 1456 5720 78.7 1412 6667 79.0 1439 5630
, II 80.4 1372 6173 80.7 1444 5720 82.0 1383 6410 82.3 1493 5720 84.0 1468 5720 i
85.6 1505 5813 87.2 1571 5630 - A Table 1 Page 2 of 2 iumboldt Bay ISFST Page C-51 of 22o )ata Report C, Rev. 0
I HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 VELOCITY DATA ACQUIRED 2117199 RECEIVER TO RECEIVER (Rl-R2) SOURCE TO RECEIVER (S-RI) ANALYSIS ANALYSIS DEPTH (FT) Vs (FrtS) Vp (FTIS) AVG DEPTH (FT) Vs (FT/S) Vp (FTIS)
---- I 4.9 497 2039 6.6 530 3541 8.2 522 4806 9.8 462 4806 10.135 526 4206 11.5 479 4486 11.775 518 4613 13.1 476 5176 13.415 526 4206 14.8 534 4806 15.055 579 4931 16.4 568 4806 16.695 614 5107 18.0 662 4427 18.335 701 4767 19.7 782 4103 19.975 745 3865 21.3 984 3504 21 .615 778 3069 23.0 850 2851 23.255 794 2544 24.6 919 1933 24.905 873 2344 26.3 956 1828 26.545 882 2270 27.9 1180 1752 28.185 994 2085 29.5 1045 1848 29.825 1170 2200 31.2 1107 1979 31 .465 1265 2424 32.8 1118 3174 33.105 1239 2804 34.5 1294 3912 34.745 1312 3824 36.1 1408 4947 36.385 1302 4554 37.7 1121 4806 38.025 1265 4864 39.4 1390 5097 39.665 1248 5219 41.0 978 5426 41.305 1133 5458 42.7 919 5426 42.945 1140 5630 44.3 1219 4546 44.585 1082 5376 45.9 1148 5426 46.225 1170 5720 47.6 909 5607 47.865 1109 5720 49.2 1172 5257 49.505 1130 5630 50.9 1045 5607 51.145 1226 5720 52.5 1340 5800 52.785 1362 5909 54.1 1299 5800 54.425 1512 5813 55.8 1557 6470 56.065 1499 5909 57.4 1780 6470 57.705 1410 5909 59.1 1557 6007 59.345 1493 5813 60.7 1099 5426 60.985 1357 5543 62.3 1089 5257 62.625 1307 5543 64.0 1330 5607 64.275 1312 5543 65.6 1390 5426 65.915 1439 5720 67.3 1502 5800 67.555 1493 5630 68.9 1522 5800 69.195 1525 5720 70.5 1450 5607 70.835 1525 5720 72.2 1550 6230 72.475 1578 6008 73.B 1565 6230 74.115 1607 6111 75.5 1572 6230 75.755 1659 6008 77.1 1708 6470 77.395 1644 6008 78.7 1641 5800 79.035 1565 5630 80.4 1368 5607 80.675 1518 5543 82.0 1357 5800 82.315 1468 5630 83.7 1396 5800 83.955 1486 5543 85.3 1587 5800 85.595 1499 5720 86.9 1565 5607 87.235 1558 5813 88.6 1665 5800 88.875 1551 5720 Table 1 Page 1 of 5 lumboldt Bay ISFSI o2f Page C-52of
)ata Report C, Rev. 0
HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 VELOCITY DATA ACOUIRED 2117199 RECEIVER TO RECEIVER (RI-R2) SOURCE TO RECEIVER (S-RI) ANALYSIS ANALYSIS DEPTH (FT) Vs (FTIS) Vp (FTlS) AVG DEPTH (FT) Vs (FTIS) Vp (FTIS) 90.2 1828 5800 90.515 1486 5720 91.9 1625 5607 92.155 1558 5813 93.5 1587 5607 93.795 1551 5543 95.1 1716 5800 95.435 1592 5630 96.8 1665 6007 97.075 1644 5813 98.4 1617 5800 98.715 1644 5630 100.1 1674 5607 100.355 1659 5909 101.7 1610 5607 101.995 1698 5720 103.4 1699 5800 103.645 1740 5813 105.0 1809 5800 105.265 1740 5813 106.6 1771 5607 106.925 1792 5630 108.3 1716 5800 108.565 1829 5720 109.9 1859 5800 110.205 1792 5630 111.6 2002 5800 111.845 1801 5813 113.2 1761 5800 113.485 1792 5720 114.8 1734 5800 115.125 1740 5543 116.5 1708 5800 116.765 1659 5720 118.1 1657 5607 118.405 1659 5813 119.8 1682 5607 120.045 1682 5720 121.4 1708 5800 121.685 1690 5813 123.0 1752 5800 123.325 1706 5813 124.7 1691 5800 124.965 1698 5813 126.3 1716 5800 126.605 1698 5630 128.0 1716 5800 128.245 1674 5630 129.6 1771 5800 129.885 1659 5720 131.2 1708 5800 131.525 1690 5630 132.9 1665 5800 133.165 1667 5813 134.5 1734 6007 134.805 1674 5909 136.2 1828 6470 136.445 1801 6111 137.8 1869 6230 138.085 1938 6217 139.4 2199 6728 139.725 2061 6327 141.1 2170 6728 141.365 1992 6441 142.7 2258 7009 143.015 1981 6441 144.4 2002 6728 144.655 1927 6560 146.0 1848 6728 146.295 1877 6327 147.6 1818 6728 147.935 1829 6008 149.3 1991 7009 149.575 1783 6008 150.9 1859 6470 151.215 1706 6111 152.6 1529 6007 152.855 1636 5909 154.2 1438 5800 154.495 1525 5720 155.8 1438 5607 156.135 1480 5720 157.5 1450 5607 157.775 1493 5630 159.1 1495 5607 159.415 1505 5630 160.8 1515 5800 161.055 1525 5720 162.4 1515 5607 162.695 1518 5458 164.0 1536 5607 164.335 1493 5720 165.7 1522 5800 165.975 1486 5720 167.3 1444 5607 167.615 1525 5720 169.0 1557 5607 169.255 1518 5720 170.6 1572 5607 170.895 1525 5720 172.2 1502 5607 172.535 1578 5720 173.9 1502 5607 174.175 1544 5630 175.5 1529 5607 175.815 1585 5720 Table I Page 2 of 5 lumboldt Bay ISFSI Page C-53 of ?220 )ata Report C, Rev. 0
I HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 VELOCITY DATA ACQUIRED 2117199 RECEIVER TO RECEIVER (Rl-R2) SOURCE TO RECEIVER (S-Ri) ANALYSIS ANALYSIS DEPTH (FT) Vs (FTIS) Vp (FTIS) AVG DEPTH (FT) Vs (FTIS) Vp (FTIS) 177.2 1587 5800 177.455 1571 5813 178.8 1565 5607 179.095 1565 5720 180.5 1456 5607 180.735 1565 5543 182.1 1529 5607 182.385 1558 5720 183.7 1617 5800 184.025 1544 5813 185.4 1536 5800 185.665 1578 .5720 187.0 1509 5800 187.305 1565 5813 188.7 1572 5800 188.945 1600 5720 190.3 1625 5800 190.585 1629 5720 191.9 1625 5800 192.225 1667 5813 193.6 1602 5800 193.865 1636 5720 195.2 1665 5800 195.505 1651 5813 196.9 1641 5800 197.145 1659 5720 198.5 1633 5607 198.785 1629 5720 200.1 1557 5800 200.425 1578 5909 201.8 1502 5607 202.065 1585 5813 203.4 1543 5607 203.705 1571 5720 5607 205.1 1572 5800 205.345 1600 5813 206.7 1617 206.985 1621 5720 20a.3 1682 208.625 1629 5720 58000 210.0 1641 210.265 1592 5720 211.6 1529 5607 211.905 1659 5720 213.3 1549 6007 213.545 1674 6008 214.9 1991 56007 215.185 1682 6111 216.5 1956 5607 216.825 1765 5909 218.2 1761 607 218.465 1748 5813 219.8 1682 220.115 1629 5720 221.5 1579 5800 221.755 1600 5630 223.1 1617 5800 223.395 1600 5630 224.7 1691 5607 225.035 1607 5630 226.4 1649 5607 226.675 1600 5813 228.0 1633 5800 228.315 1600 5813 229.7 1587 5800 229.955 1592 5813 231.3 1674 5800 231.595 1651 5813 232.9 1649 5607 233.235 1659 5720 234.6 1641 5607 234.875 1731 5720 236.2 1670 5800 236.515 1667 5813 237.9 1587 5902 238.155 1706 5909 239.5 1661 5800 239.795 1690 5909 241.1 1602 5607 241.435 1667 5766 242.8 1629 5800 243.075 1632 5675 244.4 1645 5702 244.715 1651 5675 246.1 1645 5702 246.355 1655 5766 247.7 1661 5800 247.995 1682 5813 249.3 1721 5702 249.635 1659 5766 251.0 1629 5607 251.275 1659 5766 252.6 1633 5607 252.915 1651 5675 254.3 1645 5702 254.555 1659 5630 255.9 1641 5702 256.195 1659 5720 257.6 1661 5702 257.835 1694 5675 259.2 1629 5800 259.485 1796 5766 260.8 1670 6117 261 .125 1964 5813 262.5 2296 6728 262.765 1992 6111 Table 1 Page 3 of 5 iumboldt Bay ISFSI Page C-54 of -2c-' )ata Report C, Rev. 0
I HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 VELOCITY DATA ACQUIRED 2117199 RECEIVER TO RECEIVER (RI-R2) SOURCE TO RECEIVER (S-Ri) ANALYSIS ANALYSIS DEPTH (FT) Vs (FTIS) Vp (FTIS) AVG DEPTH (FT) Vs (FTIS) Vp (FTIS) 264.1 2412 6347 264.405 2014 6272 265.8 1950 5800 266.045 2003 6008 267.4 1743 5702 267.685 1796 5720 269.0 1828 5702 269.325 1719 5675 270.7 1794 5702 270.965 1719 5586 272.3 1785 6007 272.605 1757 5675 274.0 1864 6007 274.245 1774 5.813 275.6 1928 6007 275.885 1852 5958 277.2 2129 6470 277.525 1902 6164 2170 6347 279.165 1964 6059 278.9 280.5 1967 6007 280.805 2008 6272 282.2 1945 6117 282.445 1922 5766 283.8 2021 6117 284.085 1877 5813 285.4 1928 6007 285.725 1932 5861 1857 5630 287.1 1939 6007 287.365 288.7 1885 5902 289.005 1887 5766 290.4 1823 5902 290.645 1932 5813 292.0 1933 6230 292.285 2003 5720 293.6 2206 6596 293.925 2078 6217 295.3 2177 6596 295.565 2014 6217 296.9 1901 6230 297.205 2055 6441 298.6 1859 6117 298.855 2003 6441 300.2 2058 6596 300.495 2025 6441 301.8 2296 6596 302.135 2160 6441 303.5 2320 6866 303.775 2220 6560 305.1 2250 6866 305.415 2200 6327 306.8 2250 6596 307.055 2147 6272 308.4 2289 6470 308.695 2003 6059 310.0 1928 6230 310.335 1897 5958 311.7 1789 6007 311.975 2003 6059 313.3 1761 6347 313.615 1954 6272 315.0 1945 6347 315.255 1964 5958 316.6 2002 5800 316.895 1907 5958 318.2 1804 5800 318.535 1932 5675 319.9 1799 5800 320.175 1843 5766 321.5 1771 5702 321.815 1867 5630 323.2 2090 5902 323.455 1887 6008 324.8 1854 5902 325.095 1907 5675 326.4 1674 5902 326.735 1867 5675 328.1 1757 6117 328.375 1815 5766 329.7 1617 5800 330.015 1765 5766 331.4 1629 5800 331.655 1727 5720 333.0 1533 5800 333.295 1765 5766 334.7 1809 5702 334.935 1774 5630 336.3 1766 5702 336.575 1765 5630 337.9 1922 5902 338.225 1757 5720 339.6 1869 5800 339.865 1783 5630 341.2 1833 5702 341.505 1824 5675 342.9 1814 5800 343.145 1843 5675 344.5 1859 5902 344.785 1824 5766 346.1 1818 5800 346.425 1824 5766 347.8 1885 5800 348.065 1806 5675 349.4 1814 5902 349.705 1824 5675 Table 1 Page 4 of 5 Page C-55 of '7 7-Humboldt Bay ISFSI Data Report C, Rev. 0
I
.1 HUMBOLDT BAY POWER PLANT BOREHOLE 99-2 VELOCITY DATA ACQUIRED 2i17199 RECEIVER TO RECEIVER (R-1R2) SOURCE TO RECEIVER (S-Ri)
ANALYSIS ANALYSIS DEPTH (FT) Vs (FTIS) Vp (FTIS) AVG DEPTH (FT) Vs (FTIS) Vp (FTIS) 351.1 1838 6007 351.345 1838 5720 352.7 1879 6007 352.985 1964 6059 354.3 1962 6230 354.625 2003 6111 356.0 1854 6596 356.265 1992 62171 357.6 1818 6347 357.905 1954 6111 359.3 1691 6007 359.545 1907 6164 360.9 1674 6007 361.185 1779 611 362.5 1645 6007 362.825 1788 6008 364.2 1712 6007 364.465 1815 5861 365.8 1771 6117 366.105 1838 5958 367.5 1906 6007 367.745 1843 6008 369.1 1833 5902 369.385 1829 5861 370.7 1748 5902 371.025 1815 6059 372.4 1721 5902 372.665 1757 6008 374.0 1734 6007 374.305 1757 6059 375.7 1678 5902 375.945 1740 6008 377.3 1682 5800 377.595 1744 5861 378.9 1686 5800 379.235 1740 5861 380.6 1699 5902 380.875 1788 6008 382.2 1703 5800 382.515 1774 5813 383.9 1708 5902 384.155 1806 5813 385.5 1721 5902 385.795 1843 6008 387.1 1743 6007 387.435 1824 6059 388.8 1775 5902 389.075 1788 6008 390.4 1967 5902 390.715 1801 5958 392.1 2014 5902 392.355 1774 5813 393.7 1967 5902 393.995 1838 5861 395.3 1979 5902 395.635 1943 5861 397.0 1917 6007 397.275 1932 6008 398.6 1906 6117 398.915 1862 6008 400.3 2008 6117 400.555 1815 5909 401.9 1879 6007 402.195 1806 6008 403.5 1804 6007 403.835 1806 5958 405.2 1695 6117 405.475 1815 5909 406.8 2014 6230 407.115 1757 6059 408.755 1702 5958 410.395 1610 5861 412.035 1585 5766 A.- t 1 Table 1 Page 5 of 5 umboldt Bay ISFSI Page C-56 of ZZz; 'ata Report C, Rev. 0
APPENDIX D FIELD LOGS OBTAINED FEBRUARY 10 AND 19, BOREHOLES 99-1 AND 99-2 Page C-57 of ZZiO Humboldt Bay ISFSI Data Report C, Rev. 0
GE Jic&'z geophysical services a division of Blackhawk Georetrics P-S SUSPENSION VELOCITY FIELD LOG SITE: Hs-21. 11i f t .. J_ DATE: - II CLIENT: Pt; c, (-o t _c JOB: 4i2-41 AUTHOR: Lte6¢C'9JrN- PAGE 1 OF 4-CONTACT:_ _OFFICE_ PHONE: PHONE: CONTACT: _OFFICE_ PHONE: PHONE: CONTACT:__ PHONE:_ - PHONE:- CONTACT: PHONE:_ ________ PHONE:. DRILLER: (2 - PHONE:- COMPANY: #*j PHONE:_ DIRECTIONS TO SITE: GENERAL SITE CONDITIONSILOCATION: EA#: BOREHOLE DESIGNATION: (49- LOCATION: t -t 4z COUNTY: RANGE: TOWNSHIP: SECTION:_ BOREHOLE CONSTRUCTION: CASED UNCASED,. DIAMETERS AND DEPTH RANGES: 1 4A " 0 TO qL N_ _, TO BOREHOLE TOTAL DEPTH AS DRILLED: D: 5 S4 CONDUCTOR CASING?: YES V DEPTH TO BOTTOM OF CASING_. NOM-DEPTH TO BEDROCK: Vn.K DEPTHTO WATERTABLE: s 8fW BOREHOLE FLUID: WATER : FRESH WATER MUD . SALT WATER MUD __; OTHER: DEPTH TO BOREHOLE FLUID: o TIME SiNCE LAST CIRCULATION: Nle GEOrmaxi a~apkjuruAl Unucrwc. 1 785 Pam,,na Ana4 Swite H, r 0 ,0 ,,a. CA Y9720 Ph (909) 549-12J4 Fx (909) S49-.1236 umboldt Bay ISFSI Page C-58 of ZZO ata Report C, Rev. 0
geophysical seruices a di'vision of Blackhawk Geometrics SITE: K PP gf qF-1 DATE: .2- "- +? CUENT: V ta , JOB: ;q2 AUTHOR: L0 4 ¢o at- PAGE 2 OF 4 LOGGING CREW: Vi c a-c L 6'\-- c-VEHICLE(S) USED AND MILEAGE: RED__ BLUE :WITE r M0B(LIZED FROM: &;A. DEPARTURE TIME: ARRIVED ON SITE: STANDBY TIME: CAUSE_ _ LOGGING STARTED: !120 . i5 'I LOGGING COMPLETED:__ STANDBY TIME: CAUSE:_ LOGGING STARTED: LOGGING COMPLETED:_ DEMOBILIZED TO: ARRIVAL TIME:_ ADDITIONAL DEMOS TIME: REASON:_ B3ATTERIES CHANGED BEFORE LOGGING: YES-; NO___; STORED WITH NEW WINCH COMPROBE HAND D* WHITE TRK INSTRUMENT 12004 Y 15014 GEOPHONE -rj5 I '(o f - i.. 4 7 Xcit MAINTENANCE PERFORMED CS;___ EQUIPMENT PROBLEMS OR FAILURES;:\ae-SUGGESTIONS, ADDITIONS. CHANGES;- COMMENTS: $-C .,5.10 & s - (z _ P.I6ya.t1rd . -re) t. ZI. 1. 01 t,- _ ') Cicmorwon Geopf4 .Scwei 1745 Pomona JRoad. Suite . Carona. CA 91720 Ph (909) 549-1234 rx (909) 549-1236 iumboldt Bay ISFSI Page C-59 of 22-Jata Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE: -tbjp 9'?-? DATE: _ _ _ _ _ CLIENT:_ ____ JOB: Z4 AUTHOR: . I _ _ _ _ _ _ _ __ PAGE E- OF 4 DEPTH DEPTH UNFILTERED FILTERED COMMENTS METERS FEET FILE NO. FILE NO. CASING, WATER, ROCK. ETC 19.0 62.34 O _ 19.5 63.98 O - _ _ 20.0 65.62 3_i _ _ 20.5 67.26 01 2 21.0 68.90 C)17 21.5 70.54 c tto 22.0 72.18 CfxR 22.5 73.82 cz-__ 23.0 75.46 &o I/, ^s7A v$' & 23.5 77.10 24.0 78.74 oc< ____ 24.5 80.38 &:4" _ ___________V _ ~ \1 . . 25.0 82.02 QO0P7 ____7_-_i-____z PA 25.5 83.66 26.0 85.30 ___ _ _ 26.5 86.94 27.0 88.58 27.5 90.22 _ _ _ _ 28.0 91.86 28.5 93.50 29.0 95.14 ___@_________ _ 29.5 96.78 _ ___ 30.0 98.43 30.5 100.07 31.0 101.71 . 31.5 103.35 32.0 104.99 32.5 106.63 33.0 108.27 . 33.5 109.91 34.0 111.55 34.5 113.19 35.0 114.83 35.5 116.47 36.0 118.11 36.5 119.75 37.0 121.39 .umboldt Bay ISFSI Page C-60 of 22:, ata Report C, Rev. 0
GE V(zovz geophysical services a division of Blackhawk Geometrics P-S SUSPENSION VELOCITY FIELD LOG SITE: gcy P°'e Ply- BH *'2-
'Ziao DATE: 9- I-9' CLIENT: FC- he F JOB: EZ.r4-AUTHOR: Le... %CO,'(\ d bb PAGE 1 OF q CONTACT: _OFFICE_ PHONE:
PHONE: CONTACT: OFFICE_ PHONE: PHONE: CONTACT:_ PHONE: PHONE: V CONTACT:_ PHONE: PHONE: DRILLER: 1& ro PHONE:_ COMPANY: pen-ria4-rt ' PHONE:- DIRECTIONS TO SITE: GENERAL SITE CONDITIONS/LOCATION: r,- AJ
,,~
4 EA#: BOREHOLE DESIGNATION: a 1 LOCATION:_ COUNTY: RANGE: TOWNSHIP: SECTION:_ BOREHOLE CONSTRUCTION: CASED _ UNCASED X DIAMETERS AND DEPTH RANGES: 5/4 ,4 0 TO Zjo E ;_, TO BOREHOLE TOTAL DEPTH AS DRILLED: L4 o CONDUCTOR CASING?: YES X DEPTH TO BOTTOM OF CASING I NO_ DEPTH TO BEDROCK: DEPTH TO WATER TABLE:__ BOREHOLE FLUID: WATER_ ; FRESH WATER MUD,' SALT WATER MUD ; OTHER:_ DEPTH TO BOREHOLE FLUID: 0 TIME SINCE LAST CIRCULATI11N: 2-5S'i'Z GEO Vision Geophysical Services 1785 Pomona Road, Suite B, Corona, CA 91720 Ph (909) S49-123J' ax (909) 549-1236 iumboldt Bay ISFSI Page C-61 of 2Zc, Data Report C, Rev. 0
GE MVs&oz geophysical services a division of Blackhawk Geometrics SITE: #-4°P f -DATE: 2- 0t-CLIENT:_ JOB: 9324-?& AUTHOR. 6Af 0.ew < A PAGE 2 OF e LOGGINGCREW: ALL 7ecro&(\ VEHICLE(S) USED AND MILEAGE: RED BLUE ;WHITE MOBILIZED FROM: C of CA DEPARTURE TIME:_ ARRIVED ON SITE: 1 P^ STANDBY TIME: CAUSE:_ LOGGING STARTED: I (.:3o LOGGING COMPLETED: 2i 'o STANDBY TIME: CAUSE:_ LOGGING STARTED: LOGGING COMPLETED:_ DEMOBILIZED TO: ARRIVAL TIME:_ ADDITIONAL DEMOB TIME: REASON:_ BATTERIES CHANGED BEFORE LOGGING: YES X NO ; STORED WITH NEW WINCH COMPROBE HAND WHITE TRK_ INSTRUMENT 12004 15014 GEOPHONE MAINTENANCE PERFORMED ON SITE:_ EQUIPMENT PROBLEMS OR FAILURES:_ SUGGESTIONS, ADDITIONS, CHANGES: COMMENTS: 3C F-F-c i 2ur v-w' 12- 'Zzo- io. ZoLo37
$2'1O Gr-4e K(Go21- ;,'oll, 101ZvJ we'rt r2-oo0-4 3 ySolorco- 4v reoCiew -R \>n S3L\
a.{
-i O '11S' V . r -h c; r Co YS" VwbQS (ec.>;c -o.fi~ (QA4vJ > s+-L o3 >
GEO Vision Geophysical Services 1 785 Pomona Road, Suite B, Corona, CA 91720 Ph (909) 549-1234 Fx (909) 549-1236 Humboldt Bay ISFSI Page C-62 of 72C Data Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE: J-4PP D4V- R - 2 DATE: Z-t - -9'_ CLIENT: Pa"4 JOB: 4l4 AUTHOR: ( r-t $ g-&6 E PAGE 3 OF 5 DEPTH DEPTH lUNFILTERED lFILTERED COMMENTS METERS FEET LFILE NO. lFILE NO. lCASING, WATER, ROCK, ETC 0.5 1.64 1.0 3.28 1.5 4.92 2 C _ _ _ _ _1C 2.0 6.56 -9 __ 2.5 8.20 ___ 3.0 9.84 __ _ _ 3.5 11.48 __ _ __ _ __ _ L2 g 4.0 13.12 145 4.5 14.76 Z_4 5.0 16.40 -. 5 5.5 18.04 _ _ _ Z_ _ 6.0 19.69 'I _ 6.5 21.33 L3¶ y D 7.0 22.97 7.5 24.61 8.0 26.25 8.5 27.89 Z3 9.0 29.53 _ _ _ . 55 C-f 9.5 31.17 _ _ _ '- f 14.-c4 I 10.0 32.81 __ _ _ 10.5 34.45 __ _ ___ 11.0 36.09 _ 11.5 37.73 -" _ 12.0 39.37 <; \ Ic aIi 12.5 41.01 __ _ _ 13.0 42.65 __ _ 13.5 44.29 ___ 14.0 _45.93 14.5 47.57 _ _ _ _ _ 15.0 49.21 1 ,,.K, 15.5 50.85 __ I 16.0 52.49 2w 16.5 54.13 2 ,o 1 h. L-nn2 afe q 17.0 55.77 I 17.5 57.41 __ _ 18.0 59.06 Lb_l _ 18.5 60.70 t _ _ I _ _ Page C-63 of Z2C- {umboldt Bay ISFSI )ata Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE: w hPP - S- ' S-z~-Z-- - DATE: - /7--?9 CLIENT: Twt JOB: Z.4 3 AUTHOR: 'f6 & # w _ PAGE 4- OF q DEPTH lDEPTH IUNFILTERED FILTERED COMMENTS METERS FEET FILE NO. FILE NO. lCASING, WATER, ROCK, ETC 19.0 62.34
- 3 l 19.5 63.98 20.0 65.62 _ _ _ _
20.5 67.26 21.0 68.90 Zol 21.5 70.54 2Di 22.0 72.18 ___ 22.5 73.82 23.0 75.46 ___ 23.5 77.10 __ 24.0 78.74 Wo _ 24.5 80.38 _F- 5 r 25.0 82.02 lot 25.5 83.66 Z Cg._.. 4 26.0 85.30 _ _ _ _ 26.5 86.94 27.0 88.58 Icf+ 27.5 90.22 C(6 28.0 91.86 __s 28.5 93.50 29.0 95.14 I 29.5 96.78 __ _ _ 30.0 98.43 ___I 30.5 100.07 ___ 31.0 101.71 __ _ 31.5 103.35 f __ 32.0 104.99 I ___-_____ ____,_ *_ 32.5 106.63 ___ 33.0 108.27 t g7 33.5 109.91 ___ 34.0 111.55 _ _, 34.5 113.19 TS 35.0 114.83 l 35.5 116.47 I_ _ _ I 36.0 118.11 ___ 36.5 119.75 V1-_ 37.0 121.39 _ _ ___ Iumboldt Bay ISFSI Page C-64 of 22G' )ata Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE: H VP &4 - otF DATE: ,.
-I--91? .
CLIENT:_ JOB:_ - AUTHOR: PAGE _ _ OF 9 DEPTH DEPTH IUNFILTERED FILTERED COMMENTS METERS FEET lFILE NO. FILE NO. CASING, WATER, ROCK, ETC 37.5 123.03 1.-6 38.0 124.67 \3S_ 38.5 126.31 _ _ __ _ _ 39.0 127.9580 + 39.5 129.59 _.Z _-_ 40.0 131.23 40.5 132.87 __ 41.0 134:51 Io_ __C_5- _ _ IS 41.5 136.15 t 42.0 137.80 ___ 42.5 139.44 28 43.0 141.08 43.5 142.72 _S1 44.0 144.36 iS{O 44.5 146.00 45.0 147.64 IZ, 5 45.5 149.28 l&_ 46.0 150.92 S 46.5 152.56 15 _ _ _ __ _ _-/_ce 47.0 154.20 iS74 47.5 155.84 SG _- _ _ 45.0 157.48 c 55 48.5 159.12 ____ 49.0 160.76 15 _3 49.5 162.40 _ __ 50.0 164.04 4q G -/set L-. 5 0 .5 1 6 5.6 8 15° ) 7 __ __ __ _ __ __ _ __ __ __ _ __ __ 51.0 167.32 \4 L 51.5 168.96 Li 2 52.0 170.60 LA Li 2-/' s -- - 52.5 172.24 1 Pi _ _ _ _ ___ 53.0 173.88 JL5 ve 53.5 175.52 I tq 54.0 177.17 l 54.5 178.81 I % 55.0 180.45 i X i^ _
- 5. 182.09 l Humboldt Bay ISFSI Page C-65 of :2C, Data Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES
.q[T;=- k A F-P 9jw-q'- -2 DATE= 7 >I- cl4§S CLIENT: ?G ? JOB: -q Ze 4-AUTHOR: t-yJ 64 Z 0 -6 PAGE (a OF 9 DEPTH DEPTH ]UNFILTERED TFILTERED lCOMMENTS LMETERS FEET lFILE NC lFILE NO. lCASING, WATER, ROCK, ETC 56.0 183.73 l _
56.5 185.37 125 57.0 187.01 13%- 57.5 188.65 13(. 58.0 190.29 \3__ 58.5 191.93 x3 59.0 193.57 I-' \'....- a H3W ,4 r-r 59.5 195.21 2, Z _ 60.0 196.85 __ 60.5 198.49 13 61.0 200.13 _-n _ _ 4 61.5 201.77 V2-3 F-A. 62.0 203.41 1ZI-62.5 205.05 12 63.0 206.69 12_57___ _ 63.5 208.33 i2_ _ 64.0 209.97 tw 64.5 211.61 p2,-- 65.0 213.25 ___Z-_ 65.5 214.90 I -c 66.0 216.54 III _____ 66.5 218.18 1t1 _ _- ___ 67.0 219.82 l _ __ 67.5 221.46 tI& _ _ _ 68.0 223.10 Its_ 68.5 224.74 I 4 _ 69.0 226.38 \ I__ _ 69.5 228.02 I1t'L 70.0 229.66 Ii _ 70.5 231.30 Io _ _ _A 71.0 232.94 IOPk 71.5 234.58 .oY_ _ _ _ _ _ _ _ _ _ _ _ _ _ 72.0 236.22 72.5 237.86 lIo 73.0 239.50 I o_ 73.5 241.14 loi _ 74.0 242.78 Ics Humboldt Bay ISFSI Page C-66 of ='c9 Data Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE Hsep S;-f Q~--- DATE: Z q(Q CLIENT: P 0 e.. JOB: q +4-5 . AUTHOR: t 40-&i *7 ao 6 PAGE _7_ OF ' DEPTH DEPTHUNFILTERED FILTERED COMMENTS METERS FEET FILE NO. FCASING WATER ROCK ETC 74.5 244.42 I 1-Z-75.0 246.06 1orl 75.5 247.70 lo0 O c 3 76.0 249.34 tCi9 _ 76.5 250.98 o1 _8_ __ 77.0 252.62 DI _ 77.5 254.27 __ _ _ 78.0 255.91 r5_ 78.5 257.55 O¶ _ 79.0 259.19 b* _ 79.5 260.83 I2 80.0 262.47 OX 80.5 264.11 s42A V-O 81.0 265.75 GR 81.5 267.39 Z8 82.0 269.03 81-S 82.5 270.67 Ca. 83.0 272.31 c°S 83.5 273.95 OZF 84.0 275.59 az.. 84.5 277.23 o__ 85.0 278.87 G3 I 85.5 280.51 b2o 86.0 282.15 e 86.5 283.79 o____ 87.0 285.43 c;l __ 87.5 287.07 ° ___ 88.0 288.71 o5 5__ 88.5 290.35 1 _4_ _ 89.0 291.99 ___ 89.5 293.64 oz_ _ 90.0 295.28 o _-_ 90.5 296.92 o0-0 - -/'S 91.0 298.56 C__ 91.5 300.20 ___ 92.0 301.84 b _ __ 92.5 303.48 ___ Humboldt Bay ISFSI Page C-67 of Z24 Data Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE: 49? h- ;4-&U 2 DATE: Z- I 7- ? CLIENT:_ __ £_ _ _ _ JOB: q2- 4 , AUTHOR: Leo O 0 b Sf PAGE E) OF 1t DEPTH DEPTH UNFILTERED FILTERED COMMENTS METERS FEET FILE NO. JFILE NO. jCASING, WATER. ROCK, ETC 93.0 305.12 S i J- 5 93.5 306.76 o 94.0 308.40 0 _ _ _ _.- 94.5 310.04 O _ 95.0 311.68 o l 95.5 313.32 o__ 96.0 314.96 59 _ 96.5 316.60 n$5a. 97.0 318.24 o5.-j 97.5 319.88 oSC 98.0 321.52 o5Sg 98.5 323.16 v 5_ 99.0 324.80 o 53 99.5 326.44 o5 2-_ 100.0 328.08 O.5 I ___-7_____ 100.5 329.72 OC ___So_______ 101.0 331.36 5Y9 101.5 333.01 0qM 102.0 334.65 o04 102.5 336.29 oq4 103.0 337.93 oqt _ 103.5 339.57 u Y 104.0 341.21 o3 104.5 342.85 o _ t______5_r__ 105.0 344.49 D4 l 105.5 346.13 QLLC 106.0 347.77 ___ 106.5 349.41 ___2 107.0 351.05 o 3V -VC C k\ 0 r7 107.5 352.69 o _ 108.0 354.33 c35- .- 108.5 355.97 - __ 109.0 357.61 O>o _ _ ___5__ 109.5 359.25 03 - 110.0 360.89 o3 _ 110.5 362.53 53 C 111.0 364.17 O-L-_ Humboldt Bay ISFSI Page C-68 of Z77 Data Report C, Rev. 0
GEOVISION SUSPENSION LOGGING FIELD NOTES SITE: H4 e?
? gM-s z DATE: 2 -;7-q CLIENT: Pg 4 £ .
JOB: q z-d4_ AUTHOR: i-. & PAGE OFF IDEPTH METERS FEET lDEPTH lUNFILTERED FILE NO. lFILTERED FILE NO. COMMENTS CASING, WATER, ROCK, ETC 111.5 365.81 oZ2 _ 112.0 367.45 olq-112.5 369.09 oL G_ 113.0 370.73 o7zS 113.5 372.38 cZq YLf . S 114.0 374.02 o __ 114.5 375.66 o ,_ ___ 115.0 377.30 o Zl__ 115.5 378.94 o __ 116.0 380.58 oil l 116.5 382.22 Ot _ 117.0 383.86 bvw -_ _ 117.5 385.50 Okl_ _ 118.0 387.14 °l __ _ 118.5 388.78 O
- _ 5 119.0 390.42 O3 __
119.5 392.06 o 2- 2-6 / 120.0 393.70 on I 120.5 395.34 0l 0 121.0 396.98 o_ 121.5 398.62 oO _ 122.0 400.26 oD 1 122.5 401.90 0oD C, S 5-/ S 123.0 403.54 oo5 123.5 405.18 O.4- 5oo '5 124.0 406.82 t . Bw. C4af) zr t d 124.5 408.46 125.0 410.10 __ _ 125.5 411.75 126.0 413.39 126.5 415.03 127.0 416.67 127.5 418.31 128.0 419.95 X. 128.5 421.59 _ _ 129.0 423.23 195 424.87 Humboldt Bay ISFSI Page C-69 of ZZO Data Report C, Rev. 0
GE~iszona geophysical services a division of Blackhawk Geometrics GEOPHYSICAL INVESTIGATIONS for the INDEPENDENT SPENT FUEL STORAGE INSTALLATION at the HUMBOLDT BAY POWER PLANT Volume II Report prepared for the Pacific Gas and Electric Company Report 9243-0 1 March 24, 1999 Humboldt Bay ISFSI Page C-70 of 7Zo Data Report C, Rev. 0
APPENDIX E PROCESSED WAVEFORMS USED IN THE RECEIVER-TO-RECEIVER ANALYSIS, BOREHOLES 99-1 AND 99-2 Humboldt Bay ISFSI Page C-71 of 220 Data Report C, Rev. 0
BOREHOLE 99-1 1 Humboldt Bay ISFSI Page C-72 of 220 Data Report C, Rev. 0
I
- I p *M-21.600 Far HR 22.100 Far U 7.000 Near HN 14.950 Near HR 14.900 Near U 5.650 imboldt Bay ISFSI I, S 3 - I I.. - I -
Page C-73 of 220 fta Report C, Rev. 0
- 11. 160 Far HR 11.348 Far U 5 .940 Near HN 8 .980 Near HR 9 .000 Near V 5.360
- I ~ ~ ~ ~ ~ ~ -
Zumboldt Bay ISFSI Page C-74 of 220 )ata Report C, Rev. 0 I - - I , - I
TVI:M I .r M.M sIrwW mamn u MiU M M- il O R-umboldt Bay ISFSI I i ..- Men Page C-75 of 220 ata Report C, Rev. 0
14WRIM-Irml. C..I MVj V . -
- O rr-wim 16 .800 Far HR 17.900 Far V 6 .000 Near HlN 13.300 Near HR
- 14. 158 Near V 5.400 amboldt Bay ISFSI II 1- C .
Page C-76 of 220 ata Report C, Rev. 0
I I - * *.. - a - N lumboldt Bay ISFSI MMIRIasllM- Page C-77 of 220 )ata Report C, Rev. 0
- 15. 058 Far HR 16 .000 Far U 6.000 Near HN
- 11. 450 Near HR 12.200 Near U 5.400
- S r-m aS*
- M I .. - S -
21.3' LP Filter Cutoff 1000 Hz, 99-1
- - l - -r P umboldt Bay ISFSI Maw- I Mw . I-I S
-2 a, X l[ X _
;xa R ~~~~~~~Page C-78 of 220
'ata Report C, Rev. 0
=F:nm MiUM~a I I
- M. I. MM* I lumboldt Bay ISFSI I -F I I ~ Page C-79 of 220
)ata Report C, Rev. 0
Ii l r- I ** I 3 -m m i I..I - Far HN 14.980 Far HR 15.988 5.880 Near HN 10.880 Near HR 11.600 Near U 5 .360 umboldt Bay ISFSI S - I I.. . I Page C-80 of 220 ata Report C, Rev. 0
EFZMM EMM I
- I -
- I -
m ; - L- : 31.2' LP Filter Cutoff 1000 Hz, 99-1 ; .
. ., .. ~ _I; fumboldt Bay ISFSI -
- I I*.
Page C-81 of 220 )ata Report C, Rev. 0
12.620 Far HR 13.786 Far U 6.848 Near HN 9.780 Near HR 10.420 Near U 5.460
- I *0 I Jm- IM *.IM M NM I-Tl Mrmn R 12.560 Far HR 13.680 Far U 6.888 Near HN 9.468 Near HR 9.888 Near U 5.468
-umboldt Bay ISFSI I I * -
- 1 m. . I Page C-82 of 220
)ata Report C, Rev. 0
1151IM-C-21MN Far HN 12.480 Far HR 13 .480 Far U 6.820 Near HN 8.880 9 .060 Near U 5 .480 umboldt Bay ISFSI symm Isi. Ilimmium. S Page C-83 of 220 'ata Report C, Rev. 0
Far HN 12.340 11.700 Far U 5.920 Near HN 8.900 Near HR 8.940 Near U 5.340 I, a I... I - a - N Far HN 12.340 Far HU 13.060 Far U 6.022 Near HN 8.820 Near HR 8.948 5.520 umboldt Bay ISFSI 'a. *- I a .I -MUMP Page C-84 of 220 ata Report C, Rev. 0
*I -ml 02Ir lQ -M I 5.. Oi Lim rI-,; 0-7 FMii amiz R iumboldt Bay ISFSI I - p UUMI - * *.. I .II E rI DF - If Page C-85 of 220
)ata Report C, Rev. 0
Far HN 11.200 Far HR 10.800 6.040 Near HN 9 .380 Near HE 9.040 Near U 5.500, CIUM- Cm . .- S* Humboldt Bay ISFSI S - 3 S S..- S- Page C-86 of 220 Data Report C, Rev. 0
Ed 11.160 Far HR 11.8000 Far U 6.040 Hear HN 9.220 Hear HR 9.260 Near U 5.540
- , S I . C - a -
- I Far HN 11.148 11.400 Far U 5.980 Near HN 9.080 Hear HR 9.340 'N ~~ ~ ~ ~ '
i.~ .~- :- Near U 5.480 50.9' LP Filter Cutoff 1500 Hz, 99-1 lumboldt Bay ISFSI -. I* I - I. - M T4 IALM m *f~JjZJ$JjJ Page C-87of 220 )ata Report C, Rev. 0
I ~ ~ ' MAI IM-11.360 Far HR 11.400 Far U 6.180 Near HiN 9 .220 Near HR 9.240 Near V
- 5. 600 54.1' LP Filter Cutoff 1500 Hz, 99-1 l iumboldt Bay ISFSI I I
* - 0 *mIMI V .01 MW Sm Ir I _5 _2_M _[OM Page C-88 of 220
)ata Report C, Rev. 0
.1 *.
- i - *a - I . -
Far HN 11 .700 12 .280 Far Li 5.940 Near HN 9.328 Near HR 9.960 Near U 5 .400 Humboldt Bay ISFSI 'fag i *10 I -
- I . U-Data Report C, Rev. 0
Far HN
- 11. 908 11.560 Far V 5.880 Near HN 9.300 Near HR 9.420 Near U 5.320
- I . I ~ .- I
- 11. 108 Far HR
- 11. 40 Far U 6.060 Near HN 9.200 Near HR 9.180 Near U 5.460
[umboldt Bay ISFSI s *m um IMIUMI Page C-90 of 220 )ata Report C, Rev. 0
, I z - A N 6 H-65.6' LP Filter Cutoff 2000 Hz, 99-1
.umboldt Bay ISFSI WM- . . m " MI 3 ).1 mI- l IsI;as Page C-91 of 220 lata Report C, Rev. 0
- S 11~ C M S - S -
68.9' LP Filter Cutoff 2000 Hz, 99-1 iumboldt Bay ISFSI MIM I - * *1111151 - o-a S~toim m Page C-92 of 220 )ata Report C, Rev. 0
Far HN 11.308 10.920 Far U 5.900 Hear HN 8.940 Near HR 8.800 Near V 5.360 II&Ma Mp MU12 a. Far HN 11.180 11.420 Far U 5.960 Near HN 9.880 Near HR 9.148 Near U 4 5.400
. _ _ _ _. 1. . .
72.2' LP Filter Cutoff 2000 Hz, 99-1
~-
Page C-93 of 220 Humboldt Bay ISFSI a. a s ammm=a.. . anu i . -nn Data Report C, Rev. 0
I. S * - I LAI S =M --T SI -- lMEC 3L : =IM7 IM 99-1 l . iumboldt Bay ISFSI I - I. Page C-94 of 220 )ata Report C, Rev. 0
- 11. 160 Far HR 11.340 Far VS 5.940 Hear HN 8.980 Near HR 9.000 Near U 5.360 I 3IF- M I I. - -
11.320 Far HR 11.320 Far U 5.900 Near HN 9.020 Near HR 8.900 Near U 5 .400 Humboldt Bay ISFSI Page C-95 of 220 Data Report C, Rev. 0 EIMa S* IT 3 . T ISIS. S .
(5 1m- . Sb
- 0 1,1 - S.- S-11 220 Far HR 11.340 Far U 5.900 Near HN 8.820 Near HR 8.920 Near U 5.386 I
- I - * *.. - S .
- I Humboldt Bay ISFSI Page C-96 of 220 Data Report C, Rev. 0
BOREHOLE 99-2 2 Humboldt Bay ISFSI Page C-97 of 220 Data Report C, Rev. 0
S *I *.. -NW - I lumboldt Bay ISFSI Page C-98 of 220 MyT1;M1 ,m
- 151 M--
)ata Report C, Rev. 0
a
- IM*
- N JIR * *. - a t EPORM rUmm iumboldt Bay ISFSI Page C-99 of 220
)ata Report C, Rev. 0 II J NIMM. FIS
. a 1MMOI
Far HN 22.250 21.150 Far U 6.450 Near HN 14.350 Near HR 14.900 Near U 5.800 F TO~ UI. 20.650 Far HR 20.200 Far U 7.000 Near HN 14.100 Near HR 14.150 Near U 6.300 .umboldt Bay ISFSI MT - . mumm 79=1 . m Page C- 100 of 220 ,ata Report C, Rev. 0
19.680 Far HR 19.780 Far U 7 .520 Near HN 13.480 Hear HR 14.060 Near V 6 . 820 a1 a . *.. -umboldt Bay ISFSI Page C-]IO of 220 Data Report C, Rev. 0 I1 mill.imp
11 1 - M13 M-.. SiM 8.2' LP Filter Cutoff 600 Hz, 99-2
- I :
umboldt Bay ISFSI - I
- M MM IM r12MRIM DFN EMk-Page C-102 of 220 ata Report C, Rev. 0
24.000 Far HR 24.500 Far U 6.500 Near HN 16.650 Near HR 17.300 Near U M I NOW=. S 23.200 Far HR 23.050 Far U 6.550 Near HN 16.050 Near HR 16.150 Near U 5.800 Iumboldt Bay ISFSI Page C- 103 of 220 )ata Report C, Rev. 0 I8 3 . ill m -I.. I*
1438M M- ai uill .n i *. . a Far HN 12.980 12.700 Far V 8.780 Near HN 10.040 Near HR 9.940 Near V. 6.780 Humboldt Bay ISFSI Page C-104 of 220
-1I I YI *..
Wm 11Li WIN Ma FM Data Report C, Rev. 0 MDJIHII
- *, , UU I..
- rff aw I~~N lumboldt Bay ISFSI Page C- 105 of 220 ata Report C, Rev. 0 U U - I I.
- I ,
- I
12.868 Far HR 13 .620 Far U 6.788 Near HN 9.840 Near HR 10 .620 Near U 5 .720 3UNIUM MO - a NMOTI
- :_- . .: i 'V I /, i :--
34.4' LP Filter Cutoff 1000 Hz, 99-2 Lumboldt Bay ISFSI a.. Mp Arw. - *,mm Page C-106 of 220 a . .*EMOMEW MWALUNUAL, )ata Report C, Rev. 0
12.960 Far HR 13.000 Far U 6.208 Near HN 18.708 Near HR 10.480 Near U 5.528
- iiu in M- ia I. ..
Far HN 13.580 Far HR 14.840 6.160 Near HN 10.688 Near HR 11.740 Near Q 5.460 umboldt Bay ISFSI Page C-107 of 220 ata Report C, Rev. 0 I I
- I I. IM* -
mmNz-M
, 5 I
- 5.. . . a I lumboldt Bay ISESI Page C-108 of 220 1S slimurm.10131
)ata Report C, Rev. 0
14.328 Far HR 14.668 Far V 6.088 Near HN 10.728 Near HR 10.948 Near U 5.460 S . S S. 13.268 Far HR 13.900 Far U 6.140 Near HN 18.680 Near HR 10.960 Near U 5.408 Humboldt Bay ISFSI N Page C-109 of 220 I 9 . I I.. * - Data Report C, Rev. 0
13.020 Far HR 13.620 Far U 5.980 Near HN 10.160 Near HR 10.620 Near U 5.360 is uni
- AI- me Mun. wo Li a L KO Far HN 13.320 Far HR 6.080 Near HN 9.620 Near HR 9.880 Near U 5.480 Humboldt Bay ISFSI Page C- I 10 of 220
- I .. aPaeCI10o 2 Data Report C, Rev. 0 ..
Far HN 11.980 11.200 Far U 6.020 Near HN 8.880 Near HR 8.568 Near U 5.380
, II . S S.. . . S I Far HN 11.980 12.268 Far V 6.080 Near HN g.9o8 Near HR 8.900 Near V 5.400 Hlumboidt Bay ISFSI Page C-ll of 220 Data Report C, Rev. 0 II . I ll MM *
- I Il I MWIM7 I VI3 *FI I21-1 ~
I--mu Far HN 11.600 11 .740 Far tV 5.920 Near HN 9.020 Near HR 9.140 Near U 5.340 lumboldt Bay ISFSI Page C-1 12 of 220 tIZ a
)ata Report C, Rev. 0 M I I. * = .~l.1-,Ii~ll -JLI-0
' i '1 11 21MM -W 11.628 Far HR 11.740 Far V) 5.880 Near HtN 9.760 Near HR 9 .820 Near V 5.360
-iumboldt Bay ISFSI Page C- 13 of 220 Data Report C, Rev. 0 II
- i ial m- . I
~ 111,17 11 , El * .. wo - MEM MM IIM R iumboldt Bay ISFSI I1 m 1p R ai.IM -i EML;M m nIMH M Page C-l 14 of 220 I
)ata Report C, Rev. 0
Far HN 12.140 12.160 Far U 6.008 Near HN 9.040 Near HR 9.080 Near U 5.360 11211IM I Ea a I V=..M I MW ME . 11.280 Far HR 11.480 Far U 5.960 Near HN 8.828 Near HR
- 8. 880 Near U 5.368 umboldt Bay ISFSI Page C-1 15 of 220
)ata Report C, Rev. 0 p la aual.. VI
- mm Ow -wi o a 3MIM
- 11. 100 Far HR 11.388 Far U 5.960 Near HN
- 8. 800 Near HR 8.840 Near U 5.340 I I a I I I W *. ImV LI. aUMI-imboldt Bay ISFSI Page C- 116 of 220 ita Report C, Rev. 0 - a a a . _ _ P
10.740 Far HR 1.840 Far U 5 . 800 Near HN 8.560 Near HR 8.600 Near U 5.220
'I ai 11 *
- lumboldt Bay ISFSI Page C- 117 of 220 p MI UN . -ri 1 dI m Nl10 i
)ata Report C, Rev. 0 SI - II LM *u- N M
U S I *~~~~~~~el N911IxiaIa M IM umboldt Bay ISFSI I I I - I
- S Page C- 118 of 220
'ata Report C, Rev. 0
I - I I.. WHM EM M VA-1 1Am lumboldt Bay ISFSI Page C-I 19 of 220
- WIWIM-I
)ata Report C, Rev. 0
Ow-W
, .IUMM MM- Am umboldt Bay ISFSI -, , I * *m- Maoi E-O" IM I Page C-120 of 220 ata Report C, Rev. 0
3
- I
. I LIX.M E m .aA
- 5.00 11.140 _
Far HR 11.200 _ Far U 5.880 Near HN 8.768 Near HR 8.760 __ Near U 5.300 umboldt Bay ISFSI Page C- 121 of 220 0 . I'... M wuum wmg I~ ata Report C, Rev. 0
lammilrar ia I aa I .. lumboldt Bay ISFSI - I I £ I.. - Page C- 122 of 220 )ata Report C, Rev. 0
10.620 Far HR 18.540 Far U 5.928 Near HN 8.560 Near HR 8.560 Near U 5.340 I I - I M amx . ,I- ~ ~IMF Far HN 10.540 18.520 Far U 5.900 Near HN 8.640 Near HR 8.740 Near U 5.320 Humboldt Bay ISFSI Page C-123 of 220 I . I 2 *. I Data Report C, Rev. 0 .
S S - ISAIM~ Far HN 10.648 10.648 Far U 5.928 Near HN 8.488 Hear HR 8.560 Near U 5.320 Humboldt Bay ISFSI
- aSE113M Page C-124 of 220 11IREMOME15 M-MU*
- Data Report C, Rev. 0
0I Ira4 M *I 011M MM 1111 2"IM U MLFrIT-rTTTJ ~ Humboldt Bay ISFSI Page C-125 of 220 Data Report C, Rev. 0
Far HN 10.360 10.360 Far U 5.880 Near HN 8 .240 Near HR 8.320 Near V 5 .300 I I I . Humboldt Bay ISFSI Page C-126 of 220 Data Report C, Rev. 0 II ~ I - U . - A
10.260 Far HR 10 .320 Far U 5.920 Near HN
- 8. 140 Near HR 8 .268 Near U 5 .320 U II . I &M11- .
- lmml o iumboldt Bay ISFSI Page C-127 of 220 P. I I I *..l m- Ua mlaim l l
)ata Report C, Rev. 0
I FIVaE.. RE= Far HN
- 9. 960 iwM Far V 5.940 Near HN 8 .068 Near HR 8.160 Near U 5 .340 106.6' LP Filter Cutoff 1700 Hz, 99-2 Humboldt Bay ISFSI Page C-128 of 220 o20 Data Report C, Rev. 0 _. m a .Pae
Far HN 10.820 10.120 Far U
- 5. 900 Near HN 8.808 Near HR 8.140 Hear U 5.320 I jSu3 jr.. ml- I m 10 .080 Far HR
- 10. 100 Far U 5.920 Near HN 8.200 Near HR 8.280 Near U 5.340
[umboldt Bay ISFSI Page C-129 of 220 )ata Report C, Rev. 0 MIM I uml S i SIMM P*-* ri OnI IaI
I MIMM3M ME111 I M M VIM
-OTM N131MM g~~~ 3 18.240 Far HR 18 .340 Far U
- 5. 880 Near HN 8.368 hear HR 8 .400 Near U 5.300 Humboldt Bay ISFSI 40INIVIR I 2.. .
Page C-130 of 220 Data Report C,Rev. 0 ;
I I . I I.. - a V JV Far HR _i ,v I 10.348 Far . . ...
- 5. 880 F /
Near HIN 8.320 Near HR . . 8.360 . . J 5.300 116.5' LP Filter Cutoff 1700 Hz, 99-2 iumboldt Bay ISFSI Page C- 131 of 220 )ata Report C, Rev.0 _ 7
a I M M =A . 18.260 Far HR 10.308 Far U 5.880 Hear HN 8.280 Hear HR 8.280 Near U 5.280 lumboldt Bay ISFSI gym,= mimnui n mci I. wrxi- -MIU * -IO Page C-132 of 220 )ata Report C, Rev. 0
BE= 10 .220 Far HR 10 .300 Far U 5 .920 Near HN 8.260 Near HR 8.320 Near U 5.340 U I U
- I..
- I M- N1"WMM Jumboldt Bay ISFSI Page C- 133 of 220 Data Report C, Rev. 0 S* *~ I U..M Fi i
- U p - ir
Far HN 10.360 10.960 Far U 5.880 Near HN 8.400 Near HR 8 .940 Near U 5.388 ivain3-now i . S I..- - Far HN 10.280 10.360 Far U 5.920
, i i
Near HN !I ii , .
,y ,i 8.320 __. , -_ o
- , i ,, i i . ,
i i i i i i i i ! ! i ' i : i i i i i i E i i i i i i i i i Near HR i i i i i ! _mo,/f *fi_ ,_- ! , _ 8.480
! i ! ! i !
i i hi i i : i i i i i i i i i i i i i i i : i ii i i , i i i i Near U 5.340 *! ' ,'T"i .
^:2 i i i ! i t A J i i i __ , i ; i 126.3'LP FiiterCu off1700 Hz,99-g i i ! l i . i Humboldt Bay ISFSI II M 1 .M I wI MW Li -0 I M ll:lP;"l;fl Page C-134 of 220 Data Report C, Rev. 0
Far HN 10.280 10.368 Far U 5 .868 Near HN 8.340 Near HR 8.380 Near V 5.280
,M
'M
-umboldt Bay ISFSI Page C-135 of 220 I
- Data Report C, Rev. 0 IOIM.
I p I 15I.. FO KS rrM M I i1150 M jxis~ 132.9' LP Filter Cutoff 1700 Hz, 99-2 Page C-136 of 220 Humboldt Bay ISFSI * *1"I MMOI MIMILIALM
. UIE IIU PMunl";ai Data Report C, Rev. 0
I MO *lfUfli - , ,.I*
- 9.540 Far HR 9.548 Far U 5.680 Near HN 7.700 Near HR 7.700 Near U 5.160 Humboldt Bay ISFSI Page C-137 of 220 I AIMUM Data Report C, Rev. 0 I I.. M O
- JM.UIM I *
- IIIM
sou I QM-IN El i I 74O .1 sMIM Ig INSNUM~IL Humboldt Bay ISFSI -. I I I .. Page C-138 of 220 Data Report C, Rev. 0
Far HN 9.420 9.508 Far V 5.740 Near HN 7.860 Near HR 7.968 Near VI 5.248 Ws vPII 0401M MZ MCI I.. Aumboldt Bay ISFSI I I p - Si .. . I Page C-139 of 220 Data Report C, Rev. 0
, II . *.. . - t Far HN
- 10. 180 18.180 Far V 5 .720 Near HN 8 .280 Near HR 8.360 Near V 5.220
-{umboldt Bay ISFSI HF= I I p . i lim. MLHM- 75 011i Page C- 140 of 220 Data Report C, Rev. 0
I' *I .T-Far HN 10.540 10.620 Far U 5.628 Hear HN 8.880 Near HR 8.900 Near U 5.340 Humboldt Bay ISFSI M MII UMMIM I. . I Page C-141 of 220 Data Report C, Rev. 0
I ) - 111 I I. -
\ *i / I _ __
152.6' LP Filter Cutoff 1700 Hz, 99-2 Humboldt Bay ISFSI I ' I - I I . _jwg15jjj Page C-142 of 220 Data Report C, Rev. 0
Far HlN 11.140 11.220 Far U 5.948 Near HH 8 .800 Near HR
- 8. 880 Near U
- 5. 340 Humboldt Bay ISFSI Page C-143 of 220 RIS pi 1 I.III I. m-MW i 01- . M I- 1N1Ia IMIM Im Data Report C, Rev. 0
Si * .- Humboldt Bay ISFSI I- . * * ~ ~~~I
, -= - - aPageI-l Page C- 144 off 220 22 Data Report C, Rev. 0
IEE Far HN 11.108 11.140 Far U 5.948 Near HN 8.880 Near HR 8.920 Near U 5.360
- I *
- I - * .* . I
- I Far HN 10.980 11.080 Far U 5.920 Near HN 8.780 Near HR Near U Humboldt Bay ISFSI Page C- 145 of 220 Data Report C, Rev. 0 I I0M I* *.
- I -
- Far HN iMulnM I M £M. - a Humboldt Bay ISFSI _ J a a. - _ .PCof fs Page C- 146 of 220 Data Report C, Rev. 0
10.980 Far HR 11.840 Far Q 5.940 Near HN 8.620 Hear HR 8.740 Near U 5.340
. . p I I.. - - N EMI Far HN 10.920 10.940 Far U 5.968 Near HN 8.760 Hear HR 8.780 Near U 5.360 Humboldt Bay ISFSI Page C-147 of 220 Data Report C, Rev. 0 i Sim nik U I..MM M- a 11 I DM
I rM
- I t.- . - I 172.2' LP Filter Cutoff 1700 Hz, 99-2
- mI- --- : -
Humboldt Bay ISFSI - M 111 I - I I.. - 0 Page C-148 of 220 Data Report C, Rev. 0
- inninv-sin M.
Humboldt Bay ISFSI Page C-149 of 220 M MINIMUNW I.. - S Data Report C, Rev. 0
Far HN 10.800 18.900 Far V 5.900 Near HN 8.888 Near HR 8.788 Near U 5.320 aa - IMMI.. MEIM RONI Far HN 18.868 10.940 Far U 5.900 Near HN 8.720 Hear HR 8.788 Near U 5.300 Humboldt Bay ISFSI a aa a..
* - . IMMIJ Page C- 150 of 220 Data Report C, Rev. 0
Far HN
- 10. 880 10.920 Far U 5
Near 8 Hear 8 Near U 5.320 oim ir3 I ..- M Humboldt Bay ISFSI TI ,nirm - I I MI .. U M-3 II -I S nofttaKi Page C-151 of 220 Data Report C, Rev. 0
I I Mois m- muEM OMIM. 15IM IM OIZ Far HN 10 . ?00 1B . ?08 Far U 5.928 Near HN 8.506 Near HR 8.520 Near U 5.340 I i Ir i I i I I 185.4' LP Filter Cutoff 2000 Hz, 99-2 iumboldt Bay ISFSI frr ma. 11IN I-41 MM. . . IM Page C- 152 of 220 )ata Report C, Rev. 0
18.648 Far HR 10.700 Far U 5.900 Near HN 8.400 Near HR 8.488 Near U 5.320 sl. m*mo. - Far HN 10.648 Far HR 10.600 5.900 Near HN 8.500 Near HR 8.460 Near V 5.320 .-umboldt Bay ISFSI II p - IW 1* . I Page C-153 of 220 Data Report C, Rev. 0
I S.. S p I - I ~ ~ ~ - Far HN 10.540 10.580 Far U 5.880 Near HN 8.460 Near HR 8.520 Near U 5.300 LHumboldt Bay ISFSI 3 mimuI umq i mi.. u - m m. r-inims Page C-154 of 220 Data Report C, Rev. 0
10.648 Far HR 10 .720 Far U 5.880 Hear HN 8.520 Near HR 8 .648 Near U 5 .308 11MMIMM MA , * **lli- I too umboldt Bay ISFSI Page C- 155 of 220
, , *I ~~~~~
- * - a M Ilml ata Report C, Rev. 0
198.5' LP Filter Cutoff 2000 Hz, 99-2 I qIumboldt Bay ISFSI F11 II -1MaI1 5 Um-.. Li .I maOI- MV1IU Page C-156 of 220 Data Report C, Rev. 0
- ~~~
I II 3.. . -~~~~~~~~~~it
- I 10.780 Far HR 10.820 Far V 5.940 Near HN 8.540 Near HR 8 .580 Near IU 5.348 iumboldt Bay ISFSI Page C- 157 of 220 I .
)ata Report C, Rev. 0 I I.. - I
- I
1B . 2 10.720 Par BR 18.840 Far U 5.920 Near HN 8 .540 Near HE 8.668 Near V 5 .320 I Fu imu . ili.. - -fumboldt Bay ISFSI I
- 110M OR EIII 3..- Page C-158 of 220 Data Report C, Rev. 0
Far HN 10.600 10.560 Far U 5.920 Near HN 8.480 Near HR 8.520 Near U 5.340 INCO M ESI~ -. Humboldt Bay ISFSI Page C- 159 of 220 M p P1S.. - MEV LI -IU CSU VW M S163 A IM Data Report C, Rev. 0
Em i 10.340 Far HR 10.380 Far V 5.840 Near HN 8.300 Near HR 8.320 Near U 5.260 I I p - I I.. - - A N 10.300 Far HR 10.380 Far U 5.888 Near HN 8.120 Hear HR 8.160 Near U 5.280 211.6' LP Filter Cutoff 1200 Hz, 99-2 Humboldt Bay ISFSI llj! I I . I 3 ..- . I . -Ii m ezi 1mi Page C-160 of 220 Data Report C, Rev. 0
MI IMM *M O I. *- Humboldt Bay ISFSI Page C- 161 of 220 I
- I S. *
- a Data Report C, Rev. 0
U U I I.~1111-11111 218.2' LP Filter Cutoff 1200 Hz, 99-2 I; [umboldt Bay ISFSI I I - I I - a Page C- 162 of 220 )ata Report C, Rev. 0
10.560 Far HR 10.620 Far U 5,940 Near HN 8.540 Near HR 8.640 Near U 5.348 I
- I.. *
- I . I . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ --
10.680 Far HR 10.760 Far U 5.860 Near HN 8.548 Near HR 8.640 Near U 5.280 umboldt Bay ISFSI Page C-163 of 220 UnlIZ p - IM MI.* !ata Report C, Rev. 0 b
10.620 Far HR 10.640 Far U 5.868 Near HN 8.520 Near HR 8.580 Near U 5.280 I IN im lM0t i -umiONT MI -m InIs M 10.540 Far HR
- 18. 608 Far U 5.900 Near HN 8.560 Near HR 8.600 Near V 5.300 2247 LP Filter Cutoff 1200 Hz 99,2
{umboldt Bay ISFSI I
,11AIM MEN I . CR, IlIIM Page C-164 of 220
)ata Report C, Rev. 0
6 M- maI MIN. m VIM MM ra i lms~ I {umboldt Bay ISFSI Page C-165 of 220 I
- IM M =*
'ata Report C, Rev. 0
I I IMUNI-
- M MI Humboldt Bay ISFSI Page C-166 of 220
- , I Ion m al MIU.. - U ,m E INNSM Data Report C, Rev. 0
10.320 Far HR 18.360 Far U 5.960 Near HN 8.206 Near HR 8.320 Near U 5.360
, S IMMIR.
10.340 Far HR 18.420 Far V 5.900 Near HN 8.300 Near HR 8.360 Near U 5.300 Humboldt Bay ISFSI Page C- 167 of 220 Data Report C, Rev. 0 sitat I. n
1111113 I3MR 1" 1080 . a 18.520 Far HR
- 11. 170 Far U 5.910 Near HN 8 .430 Near HR 9.020 Near V 5.340 1 237.9' LP Filter Cutoff 2000 Hz, 99-2
- F7TIV PagC18 o 2 Humboldt Bay ISFSI I S *- I ISa I M I. LI. i - i m Page C-168 of 220 Data Report C, Rev. 0
10.450 Far HR 10.498 Far U 5.910 Near HN 8.420 Near HR 8.470 Near U 5.330
- ,. I I I I.. - .isim Humboldt Bay ISFSI Page C-169 of 220 Data Report C, Rev. 0 I 'I -* - - ~~~~-MI11812
10.120 Far HR 11.080 Far U 5.910 Near HN 8.807 Near HR
- 8. 920 Near U 5.338 11211AIMI I p ' .. .
Humboldt Bay ISFSI _NW S M. a sI =.. M il Lia.MM TM t ilIC Page C- 170 of 220 Data Report C, Rev. 0
I - I I I... TIM IM MI "N032 102.430 Far HR 10.490 Far U 5.950 Near HN 8.420 Near HR 8.450 Near U 5.378 Humboldt Bay ISFSI Page C- 171 of 220 Data Report C, Rev. 0 0S " MM* I I MMI-
10.390 Far HR 10.460 Far U 5.960 Near HN 8.430 Near HR 8.510 Near U 5.370
, I -mum
- U..i e Far HN 10.530 18.590 Far U 5.920 Near HN 8.430 Near HR 8.568 Near U 5.320 1 -I L....f II 251.0' LP Filter Cutoff 2000 Hz, 99-2 I i -Ir -r- § lumboldt Bay ISFSI IV W1Mn 3 MI UMINVI W I.. -LI LiaCm -W FMCA1 22 Page C-172 of 220
)ata Report C, Rev. 0
WOMIM Humboldt Bay ISFSI Page C-173 of 220 Data Report C, Rev. 0
- 9. 880 Far HR 9.900 Far U 5.890 Near HN 7.758 Near HR 7 .858 Near U 5 .300
£ M -M, ,M. - -M MIRM MWIMM 257.5' LP Filter Cutoff 2000 Hz, 99-2
.i I Ir Humboldt Bay ISFSI . S U -. . . S Page C-174 of 220 Data Report C, Rev. 0
wzsmm EVF 711t012 -013 M-1 on iumboldt Bay ISFSI Page C- 175 of 220 S E S.* )ata Report C, Rev. 0
IFF1 i luinig-- imI.
- I p 9.650 Far HR 9.650 Far U 5.898 Hear HH 8.250 Near HR 8 .260 Near V 5,360 lumboldt Bay ISFSI WiiiirnNi MamIMIM *krq aIM .. II .
LIM 1 .1 HA Page C-176 of 220 )ata Report C, Rev. 0
p -m u sis .. - a 9.950 Far HR 10.510 Far U 5 .920 Near HN 8 .020 Near HR 8.580 Near U 5.330 Humboldt Bay ISFSI Page C-177 of 220 RIMPV -Mli S.. 56.MrEEIMI Data Report C, Rev. 0 - MUIM M M OIM
9.830 Far HR 9.870 Far U 5.880 Near HN 8.080 Near HR 8.020 Near U 5.298 9.680 Far HR 9.750 A; Far U 5.988 Near HN 7.810 Near HR 7.870 Near L 5.310 I 270.7 LP Filter Cutoff 2000 Hz, 99-2 I . . lI - , I Humboldt Bay ISFSI Tyr" I 3
- M I I..
Page C-178 of 220 Data Report C, Rev. 0
, I M S 3..I . a 9.518 Far HR 9.558 Far U 5.818 Near HN 7.680 Near HR 7.778 Near U 5.250 Humboldt Bay ISFSI I p . ..
- S -
- I Page C-179 of 220 Data Report C, Rev. 0
II R - I *rS 10IM EM I 3I.5MFIIM IIM W ri irR0 a1 Humboldt Bay ISFSI 11 1 I , II U U.. - -M S1 Page C- 180 of 220 Data Report C, Rev. 0
9 .396 Far HR 9.450 Far U 5.850 Near HN 7.830 Near HR 7.910 Near V 5.320 I I . I I S Iil. 9.4560 Far HR 9.470 Far U 5.050 Near HN 7.760 Near HR 7.750 Hear U 5.290 Humboldt Bay ISFSI Page C-18 1 of 220 Data Report C, Rev. 0 I 3 I. I..
- I .
- 15I31 M
- U 9.620 Far HR 9.660 Far U 5 .900 Near HN 7.90088 Near HR 7.928 Near U 5.358 11,11MVIIR IMMIM *IM Humboldt Bay ISFSI Page C-182 of 220 IaIPRM IWI = q IN LIEIO -M II Data Report C, Rev. 0
9.538 Far HR 9.570 Far V 5.850 Near HN 7.780 Near HR 7.830 Near V 5.290 S p . ia M. SMi 9.390 Far HR 9.450 Far U 5.880 Near HN 7.648 Near HR 7.730 Near U 5.320 iumboldt Bay ISFSI Page C-183 of 220 I aga .m Im
- S Jata Report C, Rev. 0
11M. , I -r* *.o. 9.470 Far HR 9.530 Far U
- 5. B00 Near HN 7.630 Near HR 7.680 Near U 5.230 umboldt Bay ISFSI Page C- 184 of 220 l Miipr is nIM m I. rLi m m-njnm. Ir m s ata Report C, Rev. 0
I I =-II.m ti I
- N
-Iumboldt Bay ISFSI Page C- 185 of 220 Ia g . Ilm I .0* I
- N Data Report C, Rev. 0
- 9.130 Far HR 9.210 Far V 5.770 Near HN 7 .600 Near HR 7.650 Near V S *
- 8 S.. - - K t
lumboldt Bay ISFSI Page C-186 of 220 5p S - S 8.. . ., M0-1 )ata Report C, Rev. 0
I£ 3 8 I.. a I Humboldt Bay ISFSI Page C- 187 of 220 Data Report C, Rev. 0 I I p - * *.. - I N
Emm 8.890 Far HR 8.960 Far U 5.740 Near HN 7.410 Near HR 7.510 Near U 5.230 r, I Fr. 35 . IMIUM-c17z1"M 9.110 Far HR 9.150 Far U 5.780 Near HN 7.670 Near HR 7.690 Near V 5.290 Humboldt Bay ISFSI mm , i wani.muix Page C- 188 of 220
=-. wwinm- m -Ai Data Report C, Rev. 0
II I - ~ *.. w Wl C- ri.411 CN i M M Imi 9.170 Far HR 9.260 Far U 5.790 Near HN 7.690 Near HR 7.750 Near V 5.280 iumboldt Bay ISFSI Page C- 189 of 220 )ata Report C, Rev. 0 19MIN*AIRMU NIM U
3111711 INOM UNI M.- I 1111 310.0' LP Filter Cutoff 2000 Hz, 99-2 Humboldt Bay ISFSI Page C- 19Q of 220 IT -. I XM MME- I MI.. - w iMijwsE - M Data Report C, Rev. 0
I I 3 5 I.. - a I umboldt Bay ISFSI Page C-191 of 220 ata Report C, Rev. 0 111I MINUMMMff Itq r* I
9.700 Far HR
- 9. 800 Far U 5.870 Near HN 7.980 Near HR 8.060 Near U 5.340 71 IMaMUM 1
9.620 Far HR 9.650 Far U 5.970 Near HN 7.960 Near HR 7.950 Near U 5.390 Humboldt Bay ISFSI - i uinvu M a I..1 N . MM M
- IFSRI Page C-192 of 220 Data Report C, Rev. 0
qI ; ImIllm-iumboldt Bay ISFSI I U
- I I.. * - B I Page C-193 of 220
)ata Report C, Rev. 0
I 111 IMMI 3 Ii..
- 4 323.2' LP Filter Cutoff 2000 Hz, 99-2
_ I ~~~~~~~ -umboldt Bay ISFSI 'F - fat3 MM -* Page C-194 of 220 Data Report C, Rev. 0
E.E.JII 9.910 Far HR 10.040 Far U 5.890 Hear HN 8.120 Near HR 8.200 Near U 5.320 I - U I.. - - U I 10.330 Far HR 10.290 Far U 5.890 Near HN 8.290 Near HR 8.310 Near U 5.320 Humboldt Bay ISFSI Page C-195 of 220 I I *I = 121U
- I
- I Data Report C, Rev. 0
- , I H- I.
39TLPLFt C 2 Hz, 329.7' LIP Filter Cutoff 2000 Hz, 99-2 I 1 I :- I I lumboldt Bay ISFSI MUM 1101AV MM IMI. =- MLOM XU M Page C- 196 of 220 )ata Report C, Rev. 0
NIMU - N IUM*MU MIMM & E- ARE S-1 0 11M M IR -umboldt Bay ISFSI Page C-197 of 220 Data Report C, Rev. 0 I * - I I..
- I ,
- I
- 9. 988 Far HR 10.060 Far U 5.940 Near HN 8.150 Near HR 8.170 Near U 5.350 I I . '. . S 9.890 Far HR 10.030 Far U 5.890 Near HN 8.048 Near HR 8.870 Near U 5.308
-umboldt Bay ISFSI Ilir Uimnanummuixi.. SM M . IM,11311 Page C-198 of 220 Data Report C, Rev. 0
, I , *.*3I F U -TTMVM rnMCaIUaIaamIM I Mr 9 .800 Far HR 9.910 Far U 5.900 Near HN 7 .970 Near HR 8.140 Near U 5 .328 Humboldt Bay ISFSI Page C-199 of 220 IO S.MS*
Data Report C, Rev. 0 I -
III *IMMUFFROMO I too I 9.880 Far HR 10.020 Far U 5 .920 Near HN 8.040 Hear HR
- 8. 150 Near U 5.340
. I1342.8' LIP Filter Cutoff 2000 Hz, 99-2
-I L-I Humboldt Bay ISFSI I I . wiamI.. . M-MO M-1 S1U Page C-200 of 220 Data Report C, Rev. 0
U-g 9.820 Far HR 9.790 Far U 5.900 Hear HN 7.990 Near HR 8.000 Near V 5.330 I I.. I I
- I .
- Ed 9.800 Far HR 9.850
.Far V 5.940 Near HN 7.960 Near HR 7.990 Near V 5.360
-lumboldt Bay ISFSI Page C-201 of 220
- il i m -.-
Data Report C, Rev. 0 II
9.420 Far HR 9.560 Far U 5.938 Near HN 7.660 Near HR 7.758 Near U 5.350 T I IIQ.IIITIMM UM Ed-M 9.430 Far HR 9.570 Far U 5.850 Near HN 7.600 Near HR 7.690 Near U 5.288 aL . I_\ I 349.4' LP Filter Cutoff 2000 Hz, 99-2
- T -.. -.-- i *- [
Page C-202 of 220 Humboldt Bay ISFSI IT" I m I I.*W Page 0-202 of220 Data Report C, Rev. 0
I
- II~~~~~~~~~~~. -
- S I~~~~~~~~~t l
9.470 Far HR 9 .530 Far U 5.860 Hear HN 7.718 Near HR 7.710 Near U 5.300 Humboldt Bay ISFSI Page C-203 of 220 Data Report C, Rev. 0 11I0MIMM*.1 MMOI-M 4 .
- M N:1MI
9.490 Far HR 9.470 Far U 5.830 Near HN 7.750 Near HR 7.78a Near U 5.290 Ml
- C . . -MMM FCUMJ IMIIM 10 .090 Far HR 10.140 Far U 5.810 Near HN 8.320 Near HR 8.280 Near U 5.300 Humboldt Bay ISFSI I C . C C..- I
- Page C-204 of 220 Data Report C, Rev. 0
I ~~ ~ I -M= !I I. -S Humboldt Bay ISFSI Page C-205 of 220 Data Report C, Rev. 0 I I -I ~ ~ ~ ~ ~
- rMMI IIM
- 10. 108 Far HR 10.170 Far V 5.920 Near HN 8.090 Near HR 8.160 Near V 5.360 MINIMj 1TM. IU. M-WNTME M. MOVVOII 18.87M 10.070 Far HR 10.160 Far U 5.930 Near HN 8.010 Near HR 8.130 Near V 5.370 Humboldt Bay ISFSI 'I in3-ins is m~
Page C-206 of 220 Data Report C, Rev. 0
7I 10 0g - WEIMI. - 9.950 Far HR 10.050 Far U 5 .890 Near HN 8.860 Near HR 8.140 Near U 5.346 Humboldt Bay ISFSI Page C-207 of 220 Data Report C, Rev. 0 11MIUMMUNIMMEMSM. R-101011011131MI
I 12MMIJIM2*
-A I i :___s 'i i I 369.1' LP Filter Cutoff 2000 Hz, 99-2
_ ~ . . I iumboldt Bay ISFSI I I. FI - - Page C-208 of 220 )ata Report C, Rev. 0
Ed 10.210 Far HR 10.250 Far V
- 5. 920 Near HIN 8.300 Near HR 8.310 Near U 5.350 I'~ I..M Humboldt Bay ISFSI Page C-209 of 220 n i * **rn-Data Report C, Rev. 0 U p -
F., rM INIUM MRWN 10 . 180 Far HR 18 .270 Far IV 5.910 Near HN 8.170 Near HR 8 .270 Near U 5.348 Humboldt Bay ISFSI I . I IM.., - S 21 Page C-210 of 220 Data Report C, Rev. 0
10.240 Far HR 10.248 Far U 5.920 Near HN 8 .230 Near HR 8.250 Near U 5.340 MI* MIM -M * *** MU HO SVI MMka Humboldt Bay ISFSI Page C-21 1 of 220 Data Report C, Rev. 0 I - *. - I . - N
1B.050 Far HR 108140 Far U 5.870 Near HN 8.080 Near HR 8.150 Near U 5 .300 U I - IA M. JMMIM - IAM~ 18.8ago Far HR 10.170 Far U 5.880 Near HN 8.120 Near HR 8.190 Near U 5.300 382.2' LP Filter Cutoff 2000 Hz, 99-2 _ _ _ . I Humboldt Bay ISFSI , I , *
- UEIM M IRSnF.IMIS _
Page C-212 of 220 Data Report C, Rev. 0
=
I * * * - I - -isj ~ 10.120 Far HR 18.208 Far U 5 .870 Near HN
- 8. 180 Near HR 8.230 Near U 5.300 iumboldt Bay ISFSI Page C-213 of 220 II
- IMIM.*
Data Report C, Rev. 0
I* I I.111110-11 18.308 Far HR 10.338 Far V 5.880 Near HN 8 .400 Near HR 8.440 Near U 5.310 388.8 LP Filter Cutoff 2000 Hz, 99-2 Humboldt Bay ISFSI 9 .. MILMM Page C-214 of 220 11I I101MUMM Data Report C, Rev. 0
UII SIMIOM A"U 9.470 Far HR 9.620 Far U 5.890 Near HN 7.810 Near HR 7.940 Near V 5.320 Humboldt Bay ISFSI Page C-215 of 220 Data Report C, Rev. 0 ' I ' I M1
9.610 Far HR 9.710 Far U 5.880 Near HN 7.900 Near HR 8.000 Near U 5.310 M, I -m MIimIk M IIILI.a ir 1.1 UNW*IM sIMaM IImm~ 9.760 Far HR 9.800 Far U 5.820 Near HN 8.070 Near HR 8.090 Near U 5.250 4 395.3' LP Filter Cutoff 2000 Hz, 99-2 ___ _ ._ _--I - . -F Humboldt Bay ISFSI a m, 010110 M
- LITUI I. MM TO. MM..Mri *05 Page C-216 of 220 Data Report C, Rev. 0
II apn ?Mmm I *ID IM Li -i MIP rnI I a a
- 9. 840 Far HR 9.950 Far V 5.838 Hear HN 8 .090 Near HR 8.170 Hear V 5.280 iumboldt Bay ISFSI Page C-217 of 220 II
- I13 I.M Data Report C, Rev. 0
Ems 9.690 Far HR 9.798 Far U 5.810 Near HN 8.038 Near HR 8.100 Near V 5.260
-* II *~ ~ ~ .. . xn - sw oaiaa
~TTT 10.030 Far HR 18.130 Far U 5.820 Near HN 8.230 Near HR 8.350 Near U 5.260 401.9' LP Filter Cutoff 2000 Hz. 99-2 I- m I Humboldt Bay ISFSI
- 01 im :qaa I M I lc~a l Page C-218of22o
- n. LIE Data Report C, Rev. 0
I . I - MM Humboldt Bay ISFSI Page C-219 of 220 Data Report C, Rev. 0 MINI -R II I.-- R
18.420 Far HR 10 .530 Far V 5.860 Near HN 8.750 Near HR 8.860 Near U 5.320 I U - AILJUM Humboldt Bay ISFSI Page C-220 of 220 Data Report C, Rev. 0}}