ML17286A853: Difference between revisions
StriderTol (talk | contribs) (Created page by program invented by StriderTol) |
StriderTol (talk | contribs) (StriderTol Bot change) |
||
(2 intermediate revisions by the same user not shown) | |||
Line 48: | Line 48: | ||
Enclosed are five (5) copies of the subject report; Sincerely, J.C. Bell Manager Plant Services JCB:pg Enclosures cc: g3ocument Control Desk; HRC (w/enclosures)'g R.B. Samworth, NRC (w/enclosures) | Enclosed are five (5) copies of the subject report; Sincerely, J.C. Bell Manager Plant Services JCB:pg Enclosures cc: g3ocument Control Desk; HRC (w/enclosures)'g R.B. Samworth, NRC (w/enclosures) | ||
C.D. Becker, Battelle (w/enclosures) | C.D. Becker, Battelle (w/enclosures) | ||
D. Geist, Washington Department of Fisheries (w/enclosures) 9/060 ADOCK 90i23t 5q op@00397 | D. Geist, Washington Department of Fisheries (w/enclosures) 9/060 ADOCK 90i23t 5q op@00397 O poR PDR R | ||
O poR PDR R | |||
3 | 3 | ||
Line 175: | Line 173: | ||
.0 Washington Public Power Supply System (Supply System) began site prepa-ration for Nuclear Plant Number 2 (WNP-2) near Richland, Washington in March 1973. WNP-2 loaded fuel in December 1983, reached approximately 75 percent thermal load in November 1984, and began commercial opera- | .0 Washington Public Power Supply System (Supply System) began site prepa-ration for Nuclear Plant Number 2 (WNP-2) near Richland, Washington in March 1973. WNP-2 loaded fuel in December 1983, reached approximately 75 percent thermal load in November 1984, and began commercial opera- | ||
'ion in December 1984. | 'ion in December 1984. | ||
The Site Certification Agreement (SCA) for WNP-2, executed on May 17, 1972, between the State of Washington and the Supply System requires that ecological monitoring be conducted during the preoperational and operational phases of site, development and use. The Washington State Energy Facility Site Evaluation Council (EFSEC) approved a change in 1978 to the technical scope of environmental monitoring required by the SCA (EFSEC Resolution No. 132, January 23, 1978). In 1980, the | The Site Certification Agreement (SCA) for WNP-2, executed on May 17, 1972, between the State of Washington and the Supply System requires that ecological monitoring be conducted during the preoperational and operational phases of site, development and use. The Washington State Energy Facility Site Evaluation Council (EFSEC) approved a change in 1978 to the technical scope of environmental monitoring required by the SCA (EFSEC Resolution No. 132, January 23, 1978). In 1980, the aquatic and water quality portions of the preoperational monitoring program were terminated (EFSEC Resolution No. 166, March 24, 1980). | ||
aquatic and water quality portions of the preoperational monitoring program were terminated (EFSEC Resolution No. 166, March 24, 1980). | |||
The following year the preoperational and operational terrestrial monitoring program scope for WNP-2 was modified (EFSEC Resolution No. | The following year the preoperational and operational terrestrial monitoring program scope for WNP-2 was modified (EFSEC Resolution No. | ||
193, Hay 26, 1981). Prior to operation, the council reviewed the preoperational aquatic monitoring data and approved the operational monitoring program (EFSEC Resolution No. 214, November 8, 1982). | 193, Hay 26, 1981). Prior to operation, the council reviewed the preoperational aquatic monitoring data and approved the operational monitoring program (EFSEC Resolution No. 214, November 8, 1982). | ||
The Supply System in 1974 retained Battelle Pacific Northwest Labora-tories (BNW) to conduct the preoperational aquatic monitoring for WNP-2. The results of aquatic studies performed from September 1974 through August 1978 are presented in various reports (Battelle 1976, 1977, 1978, 1979a and 1979b). From August 1978 through March 1980 the aquatic studies were performed by Beak Consultants, Inc. (Beak 1980). | The Supply System in 1974 retained Battelle Pacific Northwest Labora-tories (BNW) to conduct the preoperational aquatic monitoring for WNP-2. The results of aquatic studies performed from September 1974 through August 1978 are presented in various reports (Battelle 1976, 1977, 1978, 1979a and 1979b). From August 1978 through March 1980 the aquatic studies were performed by Beak Consultants, Inc. (Beak 1980). | ||
In 1982 the Supply System analyzed the 1974-1980 aquatic data and presented the results and a recommended operational monitoring program to EFSEC (Mudge et. al., 1982). The operational program was accepted with minor modifications and initiated in March 1983. Due to | In 1982 the Supply System analyzed the 1974-1980 aquatic data and presented the results and a recommended operational monitoring program to EFSEC (Mudge et. al., 1982). The operational program was accepted with minor modifications and initiated in March 1983. Due to | ||
operational conditions, the plant did not consistently discharge liquid effluents until the fall of 1984. Figures l-l and 1-2 present summaries'f electrical generation and monthly discharges for 1990. | operational conditions, the plant did not consistently discharge liquid effluents until the fall of 1984. Figures l-l and 1-2 present summaries'f electrical generation and monthly discharges for 1990. | ||
Line 380: | Line 375: | ||
*Less than detection limit. | *Less than detection limit. | ||
DATE- 18/25/98 DIC: 1444.27 ENVIRONMENTAL AND PLANT SUPPORT CHEMISTRY LABORATORY TEST PLAN 27 SECONDARY CHEMISTRY REPORT TERRY NORTHSTROM EXT. 8462 RICK WELCH EXT. 8324 SAMPLE ¹: 3197. DATE RECKIVED: 18/23/98 LOCATION: CW CUSTOMER: R. ED WELCH DATE COMPLET | DATE- 18/25/98 DIC: 1444.27 ENVIRONMENTAL AND PLANT SUPPORT CHEMISTRY LABORATORY TEST PLAN 27 SECONDARY CHEMISTRY REPORT TERRY NORTHSTROM EXT. 8462 RICK WELCH EXT. 8324 SAMPLE ¹: 3197. DATE RECKIVED: 18/23/98 LOCATION: CW CUSTOMER: R. ED WELCH DATE COMPLET REVIEWED BY: T. NORTHSTROM 7 ANALY ". E G TOTAL METALS (mg/1) | ||
REVIEWED BY: T. NORTHSTROM 7 ANALY ". E G TOTAL METALS (mg/1) | |||
B C CALCIUM 198 ALUMINUM 8.12 89 MAGNESIUM 48 F 1 MANGANESE 8.818 88 SODIUM 45 POTASSIUM 7.8 COPPER 8.863 91 CHROMIUM <8.886 89. | B C CALCIUM 198 ALUMINUM 8.12 89 MAGNESIUM 48 F 1 MANGANESE 8.818 88 SODIUM 45 POTASSIUM 7.8 COPPER 8.863 91 CHROMIUM <8.886 89. | ||
ZINC 8 '52 91 PHOSPHORUS 4.2 NICKEL 8 83 84 SULFUR 149 IRON 8 '3 83 SILICON 24.3 DISSOLVED METALS. (mg/1) | ZINC 8 '52 91 PHOSPHORUS 4.2 NICKEL 8 83 84 SULFUR 149 IRON 8 '3 83 SILICON 24.3 DISSOLVED METALS. (mg/1) | ||
Line 624: | Line 617: | ||
s TEMPERATURE (DEGREES C.j 25 20 I | s TEMPERATURE (DEGREES C.j 25 20 I | ||
mm m>>M | mm m>>M 7, | ||
EQ>>B | |||
7, EQ>>B | |||
& s 15 10 0 | & s 15 10 0 | ||
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1990 Figure 4-3 Columbia River Temperature Measure-ments at Six Stations During 1990 | JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1990 Figure 4-3 Columbia River Temperature Measure-ments at Six Stations During 1990 | ||
Line 658: | Line 650: | ||
8-70 60 50 40 30 JAN FEB MAR APR MAY JUN JUL AUG SEP OGT NOV DEG 1990 Figure 4-10 Columbia River Total Hardness Heasure-ments at Four Stations During 1990 | 8-70 60 50 40 30 JAN FEB MAR APR MAY JUN JUL AUG SEP OGT NOV DEG 1990 Figure 4-10 Columbia River Total Hardness Heasure-ments at Four Stations During 1990 | ||
NITRATE-NITROGEN MG/LITER AS N 0.2 0.1 | NITRATE-NITROGEN MG/LITER AS N 0.2 0.1 | ||
: 0. 05 JAN FEB MAR APR MAY JUN JUL AUG SEP OOT NOV DEC 1990 Figure 4-11 Columbia River Nitrate Nitrogen Measurements at Four Stations During 1990 | : 0. 05 JAN FEB MAR APR MAY JUN JUL AUG SEP OOT NOV DEC 1990 Figure 4-11 Columbia River Nitrate Nitrogen Measurements at Four Stations During 1990 | ||
Line 723: | Line 714: | ||
5.3.3 There are | 5.3.3 There are | ||
~dbd ~ D bb bl i | ~dbd ~ D bb bl i | ||
dd d~" | dd d~" | ||
four shrub species in the study area: | four shrub species in the study area: | ||
Line 854: | Line 844: | ||
( | ( | ||
(RKS) | (RKS) | ||
(Pursh) Scribn. | (Pursh) Scribn. | ||
Ricker b | Ricker b | ||
Line 952: | Line 941: | ||
AG 1984 41.50 32.75 39.35 36.30 36.50 37.28 37.28 60. 85 71.30 60. 85 9.60 50.65 50.65 43.22 43.22 PG 1984 1.85 8.80 11.55 8.55 0.40 6.23 6.23 1.20 4.45 25.00 10.22 10.22 6.87 7.73 AF 1984 12.35 8.10 11.10 4.00 13.40 9.79 9.79 20.65 9.70 19.45 7.95 14.44 14.44 11.86 11.86 PF 1984 0.30 4.00 0.75 6.55 0.65 2.45 2.45 0.70 0.20 I.')a 1.25 0.81 0.81 1.72 1.72 ALL 1984 56.00 53.65 62.75 55.40 50.95 55.75 55.75 83.40 85.65 81. 40 43.80 73.56 73.56 63.67 63.67 AG 1985 2.10 2. 15 14.60 4.95 27.05 10.17 10.)7 8. 00 8.10 18.30 7.25 'I0.41 10.41 10.28 10.28 PG 1985 1.05 4.70 17.85 2.40 I. 85 5.57 5.57 9.20 )7.95 0.00 13.90 10. 26 10.26 7. 66 7.66 AF 1985 0.70 1.35 9.40 2.30 4.75 3.70 3.70 18.20 8.15 7.55 3.05 9.24 9.24 6. 16 6. 16 PF 1985 0.00 1.35 1.15 3.00 0.25 1.15 I. IS 0.80 0. 10 2.35 0.90 I. 04 '1.04 I. 10 I. 10 ALL 1985 3.85 9.55 43.00 12.65 33.90 20.59 20.59 36.20 34.30 28.20 25.10 30.95 30.95 25. 19 25. 19 I AG 1986 17. 45 1.95 7.20 11.45 13.05 10.22 10.22 9.40 4.65 13. 25 7.35 8.66 8.66 9.53 9.53 CA PG 1986 2.20 10.75 17.25 9.85 1.30 8.27 8.27 19.85 38.65 0.00 26.00 21. 13 21. 13 13.98 13.98 1986 25.40 )6.65 38. Ia 10.25 16.70 21. 42 21. 42 27.65 34.15 25.45 8.70 23.99 23.99 22.56 22.56 PF 1986 1.15 5.35 2.30 9.15 1.25 3.84 3.84 '1.80 1.95 0.05 2.55 1.59 1.59 2.84 2.84 ALL 1986 46.20 34.70 64.85 40.'70 32.30 43.75 43.75 58.70 79.40 38.75 44.60 55.36 55.36 48.91 48.91 AG 1987 28.90 9.95 7.80 19.05 33.40 19.82 19. 82 23.85 9.45 51.65 4.65 22. 40 22.40 20.97 20.97 PG 1987 3.60 21.90 42.65 19.55 2.30 18.00 'I8.00 32.45 58.79 0.05 45.95 34.31 34.31 25.25 25.25 AF 1987 12.56 8.50 10.80 6.55 1).40 9.96 9.96 'I0.30 11.32 14.00 3.25 9.72 9.72 9.85 9.85 PF 1987 5.00 6.00 2.00 10.40 1.75 5.03 5.03 0.90 ).90 0.15 1. 55 ).13 I. 13 3.29 3.29 ALL 1987 50.06 46.35 63.25 55.55 48'.85 52.81 52.8) 67.50 81. 46 6S.'OS 55.40 67.55 67.55 59.36 59.36 AG 'I 988 13. 80 5.05 8.10 13.80 10.15 10.18 10.40 12.24 10.5'I 22.95 10. 'Ia 16.75 4. 80 13. 65 11.95 19.20 15.85 10.40 14.00 12.32 11.72 PG 1988 'I. 75 8. 40 11.95 9.40 3.35 6.97 16.85 17.50 9 ~ 89 17.85 2).70 0.05 30.20 17.45 F 50 12.05 10.45 14.30 14. 51 12.34 11.63 AF 1988 6.08 5.25 3.60 3.10 4.00 4.41 0.00 0.35 3.20 6.30 16. IS 7.55 1.80 7.95 1.20 1.45 12. 35 6. 12 6. 61 5. 16 5.98 PF 1988 I'I.SS 15.75 2.10 4.85 3.25 7.50 0.10 0.00 5.37 0.20 2.00 0.00 4.40 1. 65 15.25 8.70 2.45 4.34 4.34 4.79 4.90 ALL 1988 33.18 34.45 25.75 31. IS 20.75 29.06 27.35 30.09 28.96 47.30 49.95 24.35 41.20 40.70 37.90 41 '0 41.10 32.52 39.47 34.60 34.23 AG 1989 21. 85 12.50 12.45 '10.25 32.90 )7.99 15.00 47.65 21.80 22.50 13.20 65.85 3.05 26.15 22.35 35.10 38 F 05 12.05 26.52 24.05 2).62 PG 1989 8.30 29.55 64.00 )3.00 1.25 23.22 30.35 37.50 26.28 60.40 59.60 0.05 49.55 42.40 36.75 16.20 32.05 48.95 37.94 32.54 3'I.74 AF 1989 12.50 6.95 13.05 6.45 11.10 10.01 0.85 F 15 8.01 12.85 5.90 42.20 2.85 15.95 8.85 )3.55 13.05 13.95 14. 15 I '1.48 12. 65 PF 1989 4.45 '14.50 4.40 8.20 0.55 6.42 0.10 0.00 4.60 3.85 1. 10 0.05 3.00 2.00 6.45 10.40 12.9a 10.60 6.04 5.23 4. 46 ALL 1989 47.)0 63.50 93.90 37.90 45.80 57.64 46.30 90.30 60.69 99.60 79.80 108.15 58.45 86.50 74.40 75.25 96.05 85.55 84.66 73.31 70.47 AG 1990 36.80 16.80 17.50 32. 40 53.35 31.37 12.90 5.45 25.03 18.60 7.75 61.55 13. 65 25.39 23.80 35.45 35.55 19.75 27.01 26.06 28.71 PG 1990 3.30 12.85 18.35 '12.70 0.05 9.45 18.40 )7.55 11.89 18.70 0.00 0.00 30.00 12. 18 I'1.90 10.70 9.30 12.'Ia I I. 59 ) '1.73 Ia. 66 AF 1990 7.95 2.60 8.15 4.55 8.90 6.43 0.10 0.00 4.6'I 7.75 2.35 15.70 3.35 7.29 2.75 6.90 8.95 7.00 6.84 5.80 6.81 PF ALL 1990 1990 0.40 48.45 9.55 41.80 1.75 45.30 3.90 53.55 0.05 62.35 3.13 50.29 0.00 31.40 0.00 2.24 0.00 0.05 0.05 1.20 0.33 3.95 8.55 0.05 0.20 1.76 I. 98 l. 88 23.00 43.69 45.05 10.)5 77.30 48.20 45.18 42.40 61.60 53.85 39.05 47.20 45.56 48. 02 | AG 1984 41.50 32.75 39.35 36.30 36.50 37.28 37.28 60. 85 71.30 60. 85 9.60 50.65 50.65 43.22 43.22 PG 1984 1.85 8.80 11.55 8.55 0.40 6.23 6.23 1.20 4.45 25.00 10.22 10.22 6.87 7.73 AF 1984 12.35 8.10 11.10 4.00 13.40 9.79 9.79 20.65 9.70 19.45 7.95 14.44 14.44 11.86 11.86 PF 1984 0.30 4.00 0.75 6.55 0.65 2.45 2.45 0.70 0.20 I.')a 1.25 0.81 0.81 1.72 1.72 ALL 1984 56.00 53.65 62.75 55.40 50.95 55.75 55.75 83.40 85.65 81. 40 43.80 73.56 73.56 63.67 63.67 AG 1985 2.10 2. 15 14.60 4.95 27.05 10.17 10.)7 8. 00 8.10 18.30 7.25 'I0.41 10.41 10.28 10.28 PG 1985 1.05 4.70 17.85 2.40 I. 85 5.57 5.57 9.20 )7.95 0.00 13.90 10. 26 10.26 7. 66 7.66 AF 1985 0.70 1.35 9.40 2.30 4.75 3.70 3.70 18.20 8.15 7.55 3.05 9.24 9.24 6. 16 6. 16 PF 1985 0.00 1.35 1.15 3.00 0.25 1.15 I. IS 0.80 0. 10 2.35 0.90 I. 04 '1.04 I. 10 I. 10 ALL 1985 3.85 9.55 43.00 12.65 33.90 20.59 20.59 36.20 34.30 28.20 25.10 30.95 30.95 25. 19 25. 19 I AG 1986 17. 45 1.95 7.20 11.45 13.05 10.22 10.22 9.40 4.65 13. 25 7.35 8.66 8.66 9.53 9.53 CA PG 1986 2.20 10.75 17.25 9.85 1.30 8.27 8.27 19.85 38.65 0.00 26.00 21. 13 21. 13 13.98 13.98 1986 25.40 )6.65 38. Ia 10.25 16.70 21. 42 21. 42 27.65 34.15 25.45 8.70 23.99 23.99 22.56 22.56 PF 1986 1.15 5.35 2.30 9.15 1.25 3.84 3.84 '1.80 1.95 0.05 2.55 1.59 1.59 2.84 2.84 ALL 1986 46.20 34.70 64.85 40.'70 32.30 43.75 43.75 58.70 79.40 38.75 44.60 55.36 55.36 48.91 48.91 AG 1987 28.90 9.95 7.80 19.05 33.40 19.82 19. 82 23.85 9.45 51.65 4.65 22. 40 22.40 20.97 20.97 PG 1987 3.60 21.90 42.65 19.55 2.30 18.00 'I8.00 32.45 58.79 0.05 45.95 34.31 34.31 25.25 25.25 AF 1987 12.56 8.50 10.80 6.55 1).40 9.96 9.96 'I0.30 11.32 14.00 3.25 9.72 9.72 9.85 9.85 PF 1987 5.00 6.00 2.00 10.40 1.75 5.03 5.03 0.90 ).90 0.15 1. 55 ).13 I. 13 3.29 3.29 ALL 1987 50.06 46.35 63.25 55.55 48'.85 52.81 52.8) 67.50 81. 46 6S.'OS 55.40 67.55 67.55 59.36 59.36 AG 'I 988 13. 80 5.05 8.10 13.80 10.15 10.18 10.40 12.24 10.5'I 22.95 10. 'Ia 16.75 4. 80 13. 65 11.95 19.20 15.85 10.40 14.00 12.32 11.72 PG 1988 'I. 75 8. 40 11.95 9.40 3.35 6.97 16.85 17.50 9 ~ 89 17.85 2).70 0.05 30.20 17.45 F 50 12.05 10.45 14.30 14. 51 12.34 11.63 AF 1988 6.08 5.25 3.60 3.10 4.00 4.41 0.00 0.35 3.20 6.30 16. IS 7.55 1.80 7.95 1.20 1.45 12. 35 6. 12 6. 61 5. 16 5.98 PF 1988 I'I.SS 15.75 2.10 4.85 3.25 7.50 0.10 0.00 5.37 0.20 2.00 0.00 4.40 1. 65 15.25 8.70 2.45 4.34 4.34 4.79 4.90 ALL 1988 33.18 34.45 25.75 31. IS 20.75 29.06 27.35 30.09 28.96 47.30 49.95 24.35 41.20 40.70 37.90 41 '0 41.10 32.52 39.47 34.60 34.23 AG 1989 21. 85 12.50 12.45 '10.25 32.90 )7.99 15.00 47.65 21.80 22.50 13.20 65.85 3.05 26.15 22.35 35.10 38 F 05 12.05 26.52 24.05 2).62 PG 1989 8.30 29.55 64.00 )3.00 1.25 23.22 30.35 37.50 26.28 60.40 59.60 0.05 49.55 42.40 36.75 16.20 32.05 48.95 37.94 32.54 3'I.74 AF 1989 12.50 6.95 13.05 6.45 11.10 10.01 0.85 F 15 8.01 12.85 5.90 42.20 2.85 15.95 8.85 )3.55 13.05 13.95 14. 15 I '1.48 12. 65 PF 1989 4.45 '14.50 4.40 8.20 0.55 6.42 0.10 0.00 4.60 3.85 1. 10 0.05 3.00 2.00 6.45 10.40 12.9a 10.60 6.04 5.23 4. 46 ALL 1989 47.)0 63.50 93.90 37.90 45.80 57.64 46.30 90.30 60.69 99.60 79.80 108.15 58.45 86.50 74.40 75.25 96.05 85.55 84.66 73.31 70.47 AG 1990 36.80 16.80 17.50 32. 40 53.35 31.37 12.90 5.45 25.03 18.60 7.75 61.55 13. 65 25.39 23.80 35.45 35.55 19.75 27.01 26.06 28.71 PG 1990 3.30 12.85 18.35 '12.70 0.05 9.45 18.40 )7.55 11.89 18.70 0.00 0.00 30.00 12. 18 I'1.90 10.70 9.30 12.'Ia I I. 59 ) '1.73 Ia. 66 AF 1990 7.95 2.60 8.15 4.55 8.90 6.43 0.10 0.00 4.6'I 7.75 2.35 15.70 3.35 7.29 2.75 6.90 8.95 7.00 6.84 5.80 6.81 PF ALL 1990 1990 0.40 48.45 9.55 41.80 1.75 45.30 3.90 53.55 0.05 62.35 3.13 50.29 0.00 31.40 0.00 2.24 0.00 0.05 0.05 1.20 0.33 3.95 8.55 0.05 0.20 1.76 I. 98 l. 88 23.00 43.69 45.05 10.)5 77.30 48.20 45.18 42.40 61.60 53.85 39.05 47.20 45.56 48. 02 | ||
Table 5-5 Mean Frequency Values (5) by Species of Each Sampling Station - 1990 Gol G02 G03 004 G05 G06 G07 G08 Sol S02 S03 S04 S05 S06 S07 Annual Grasses Bromus tectorum 100 100 98 96 94 100 98 .96 98 76 94 98 100 72 98 Festuca octoflora 36 60 40 Perennial Grasses Agropyron spicatum 20 2 10 Oryzopis hymenoides 6 2 Poa sandbergii 94 100 96 68 10 62 70 18 32 98 56 60 96 St,ipa comata 72 2 24 8 12 Annual Forbs Amsinckia lycopsoides 2 2 Chenopodium Leptophyl1um Cryptantha circumscissa Cryptantha pterocarya Descurainia pinnata 6 2 Draba verna 78 50 60 48 48 68 58 86 90 6 84 44 60 Franseria acanthacarpa 8 12 10 Gilia sinuata Holosteum umbellatum 68 16 96 12 26 86 76 66 40 28 52 18 92 Layia glandulosa Mentzelia albicaulis 4 Microsteris gracilis 14 24 86 12 42 24 50 84 4 40 72 26 Phacelia linearls 22 22 Plantago pategonica 46 4 38 16 78 18 Salsola kali 2 4 4 6 Sisymbrium altissimum 4 2 4 46 22 12 2 42 Tragopogon dubius 2 Perennial Forbs Achilisa mi1 1 sf ol ium 10 2 Aster canescens 18 2 | Table 5-5 Mean Frequency Values (5) by Species of Each Sampling Station - 1990 Gol G02 G03 004 G05 G06 G07 G08 Sol S02 S03 S04 S05 S06 S07 Annual Grasses Bromus tectorum 100 100 98 96 94 100 98 .96 98 76 94 98 100 72 98 Festuca octoflora 36 60 40 Perennial Grasses Agropyron spicatum 20 2 10 Oryzopis hymenoides 6 2 Poa sandbergii 94 100 96 68 10 62 70 18 32 98 56 60 96 St,ipa comata 72 2 24 8 12 Annual Forbs Amsinckia lycopsoides 2 2 Chenopodium Leptophyl1um Cryptantha circumscissa Cryptantha pterocarya Descurainia pinnata 6 2 Draba verna 78 50 60 48 48 68 58 86 90 6 84 44 60 Franseria acanthacarpa 8 12 10 Gilia sinuata Holosteum umbellatum 68 16 96 12 26 86 76 66 40 28 52 18 92 Layia glandulosa Mentzelia albicaulis 4 Microsteris gracilis 14 24 86 12 42 24 50 84 4 40 72 26 Phacelia linearls 22 22 Plantago pategonica 46 4 38 16 78 18 Salsola kali 2 4 4 6 Sisymbrium altissimum 4 2 4 46 22 12 2 42 Tragopogon dubius 2 Perennial Forbs Achilisa mi1 1 sf ol ium 10 2 Aster canescens 18 2 4 4 2 2 Astragulus purshii Ast,ragulus sclerocarpus 2 Balsamorhiza careyana 4 4 2 12 Brodiaea douglasii Comandra umbellata Crepls atrabarba Cynopterus tereblnthinus 20 Oenothera pallida 2 4 Phlox longifolia 16 2 2 2 4 2 Rumex venosus Total Species per Site 7 7 7 9 13 16 9 10 9 17 11 11 7 5 2 5"26 | ||
4 4 2 2 Astragulus purshii Ast,ragulus sclerocarpus 2 Balsamorhiza careyana 4 4 2 12 Brodiaea douglasii Comandra umbellata Crepls atrabarba Cynopterus tereblnthinus 20 Oenothera pallida 2 4 Phlox longifolia 16 2 2 2 4 2 Rumex venosus Total Species per Site 7 7 7 9 13 16 9 10 9 17 11 11 7 5 2 5"26 | |||
Table 5-6 Mean Terrestrial Phytomass for 1990 MT./ MT./ | Table 5-6 Mean Terrestrial Phytomass for 1990 MT./ MT./ | ||
Line 982: | Line 969: | ||
e Table 5-11 Suranary of Vegetation Chemistry for 1990 SITE POSA BRTE SIAL PHLO PUTR ARTR CHVI GRSP Copper (ug/gm) Gp1 2.80 4.80 6.60 4.20 G02 3.00 5.00 3.60 3.64 G03 4.20 6.60 3.60 4.40 4.60 G04 2.80 4.00 3.40 4.00 4.40 GQS Z.'Zo 4.83 2.60 3.60 7.20 G06 2.60 4.20 1Q.OO 6.00 G07 4.40 5.20 8.20 10.20 GOB 2.60 4.80 3.40 4.00 9.20 Sol 2.60 4.00 3.20 3.40 S02 2.80 4.20 4.00 3.80 8.20 S03 3.20 5.00 4.20 10. 20 S04 3.60 4.80 3.40 3.60 9.00 S05 3.60 4.60 3.20 5.00 9.20 S06 3.80 3.20 6.40 6.00 8.00 6.20 7.80 4 '0 S07 5.00 Extractable Gpl 0.020 0.041 0.084 0.023 Sulfate (1') G02 0.019 D.029 0.073 0.018 G03 0.023 0.036 0.125 0 '41 G04 0,020 0.021 0.055 Q.Q15 G05 0.019 0.018 0.023 0.02 G06 0.018 0.018 0.018 0.022 G07 0.018 0.023 P.P16 0.052 GQB O.OOQ 0.022 0.097 0.025 0.02 Spl 0.019 0.020 0.063 0.021 S02 0.019 0.019 0 ''18 0.019 0.024 SD3 0.026 0.027 0.026 0.021 504 0.019 0.017 0.049 0.018 0.02 S05 Q.019 0.030 0.047 0,018 0.021 S06 0.024 O.OZ5 0.037 0.032 0.097 S07 0.018 0.029 0.018 0.041 Extractable Gp 1 Q.zl 0.29 0.57 0 ~ 12 Chloride (/) G02 0.21 O.Z4 0.78 0.07 G03 0.29 0.29 0.62 0.08 0. 17 G04 0.32 0.14 0.43 0.06 0.11 G05 0.25 0.22 0.18 0 '9 0.14 0.92 e G06 O.Z6 0.90 0.23 G07 O.24 0.24 0.05 0.'67 O'.48 G08 0.28 0 ~ 12 0.04 0.08 0.63 So 1 D.25 0.21 0.68 0.08 SO2 0.25 0.30 0.19 0.19 0 '9 0.10 0.95 S03 0.10 0.78 S04 0.32 0.18 0.38 0.07 0.91 S05 0.32 0.16 0.34 0.18 0 F 89 S06 0.16 0.10 0.73 0.49 2.11 S07 0.17 0.20 0.59 1.85 5-32 | e Table 5-11 Suranary of Vegetation Chemistry for 1990 SITE POSA BRTE SIAL PHLO PUTR ARTR CHVI GRSP Copper (ug/gm) Gp1 2.80 4.80 6.60 4.20 G02 3.00 5.00 3.60 3.64 G03 4.20 6.60 3.60 4.40 4.60 G04 2.80 4.00 3.40 4.00 4.40 GQS Z.'Zo 4.83 2.60 3.60 7.20 G06 2.60 4.20 1Q.OO 6.00 G07 4.40 5.20 8.20 10.20 GOB 2.60 4.80 3.40 4.00 9.20 Sol 2.60 4.00 3.20 3.40 S02 2.80 4.20 4.00 3.80 8.20 S03 3.20 5.00 4.20 10. 20 S04 3.60 4.80 3.40 3.60 9.00 S05 3.60 4.60 3.20 5.00 9.20 S06 3.80 3.20 6.40 6.00 8.00 6.20 7.80 4 '0 S07 5.00 Extractable Gpl 0.020 0.041 0.084 0.023 Sulfate (1') G02 0.019 D.029 0.073 0.018 G03 0.023 0.036 0.125 0 '41 G04 0,020 0.021 0.055 Q.Q15 G05 0.019 0.018 0.023 0.02 G06 0.018 0.018 0.018 0.022 G07 0.018 0.023 P.P16 0.052 GQB O.OOQ 0.022 0.097 0.025 0.02 Spl 0.019 0.020 0.063 0.021 S02 0.019 0.019 0 ''18 0.019 0.024 SD3 0.026 0.027 0.026 0.021 504 0.019 0.017 0.049 0.018 0.02 S05 Q.019 0.030 0.047 0,018 0.021 S06 0.024 O.OZ5 0.037 0.032 0.097 S07 0.018 0.029 0.018 0.041 Extractable Gp 1 Q.zl 0.29 0.57 0 ~ 12 Chloride (/) G02 0.21 O.Z4 0.78 0.07 G03 0.29 0.29 0.62 0.08 0. 17 G04 0.32 0.14 0.43 0.06 0.11 G05 0.25 0.22 0.18 0 '9 0.14 0.92 e G06 O.Z6 0.90 0.23 G07 O.24 0.24 0.05 0.'67 O'.48 G08 0.28 0 ~ 12 0.04 0.08 0.63 So 1 D.25 0.21 0.68 0.08 SO2 0.25 0.30 0.19 0.19 0 '9 0.10 0.95 S03 0.10 0.78 S04 0.32 0.18 0.38 0.07 0.91 S05 0.32 0.16 0.34 0.18 0 F 89 S06 0.16 0.10 0.73 0.49 2.11 S07 0.17 0.20 0.59 1.85 5-32 | ||
h Table 5-12 Drift Sampler Locations in Reference to WNP-2 Cooling Towers 1 3.1 miles 2 2.6 miles 3 2.1 miles 4 1.6 miles 5 1.15 miles 6 0.65 miles | h Table 5-12 Drift Sampler Locations in Reference to WNP-2 Cooling Towers 1 3.1 miles 2 2.6 miles 3 2.1 miles 4 1.6 miles 5 1.15 miles 6 0.65 miles 0.2 miles 8 Center of. Towers 9 0.4 miles 165'67.5'70'72.5'75'80'05'94'06'12'14'15'14'12'87'Control 10 0.9 miles ll 1.33 miles 12 1.83 miles 13 2.35 miles 14 2.83 miles 15 3.36 miles | ||
0.2 miles 8 Center of. Towers 9 0.4 miles 165'67.5'70'72.5'75'80'05'94'06'12'14'15'14'12'87'Control 10 0.9 miles ll 1.33 miles 12 1.83 miles 13 2.35 miles 14 2.83 miles 15 3.36 miles | |||
*16 7 miles Samplers 5"33 | *16 7 miles Samplers 5"33 | ||
Line 1,023: | Line 1,008: | ||
~ | ~ | ||
ma o LEGEND PAVED ROAD REPROVED ROAD DR | ma o LEGEND PAVED ROAD REPROVED ROAD DR | ||
~ | ~ | ||
~ IN CITS W I | ~ IN CITS W I | ||
Line 1,049: | Line 1,033: | ||
\ | \ | ||
I 1 ll l\ | I 1 ll l\ | ||
10 60 | 10 60 | ||
\' | \' | ||
40 20 0 | 40 20 0 | ||
1982 1983 1984 1985 1986 1987 1988 1989 1990 YEAR | 1982 1983 1984 1985 1986 1987 1988 1989 1990 YEAR | ||
Line 1,132: | Line 1,114: | ||
.4' | .4' | ||
?? ?? | ?? ?? | ||
'.C | '.C | ||
'( | '( | ||
Line 1,138: | Line 1,119: | ||
C;.':, | C;.':, | ||
?."? | ?."? | ||
?''C;; | ?''C;; | ||
&? g 601 602 603 604 605 606 607 608 S01 S02 S03 S04 S05 S06 S07 C3 PREOP E RATIONAL I STATION OP E RATIONAL EQ 1990 F)gure 5-20 So/1 Hagnestum for 1980 Through 1990 | &? g 601 602 603 604 605 606 607 608 S01 S02 S03 S04 S05 S06 S07 C3 PREOP E RATIONAL I STATION OP E RATIONAL EQ 1990 F)gure 5-20 So/1 Hagnestum for 1980 Through 1990 | ||
Line 1,171: | Line 1,151: | ||
~P | ~P | ||
EXT4ACTABLE CHLOHIDE (8) Bremvh toot+ vm E XT4ACTABLE CHLO4IDE (8) PA/ca tcooltctth 080 0220 | EXT4ACTABLE CHLOHIDE (8) Bremvh toot+ vm E XT4ACTABLE CHLO4IDE (8) PA/ca tcooltctth 080 0220 0&i D.is 63 CD 1080 | ||
0&i D.is 63 CD 1080 | |||
'1081 1082 EEI 1&83 0.108 0.178 I | '1081 1082 EEI 1&83 0.108 0.178 I | ||
!Xi 1081 CD los2 lose D.i2 0.)&i 038 0.132 0.110 02i 0.088 0.18 0.0&s 0.12 0.0t h 008 0 022 000 0.000 001 002 003 GOi 00& 008 007 008 $ 01 $ 02 SOS SOi SO& $ 08 $ 07 001 G02 003 GOi GO5 GOS 007 GOB SOl $ 02 SO3 SOi SO& $ 08 SOT STATION STATION EXTBACTABLE CHLO4IDE (8) Btomvc tcctotvm X)4ACTABLE CHLO4IDE (%) PAIOm tOhcttotth 080 0 220 | !Xi 1081 CD los2 lose D.i2 0.)&i 038 0.132 0.110 02i 0.088 0.18 0.0&s 0.12 0.0t h 008 0 022 000 0.000 001 002 003 GOi 00& 008 007 008 $ 01 $ 02 SOS SOi SO& $ 08 $ 07 001 G02 003 GOi GO5 GOS 007 GOB SOl $ 02 SO3 SOi SO& $ 08 SOT STATION STATION EXTBACTABLE CHLO4IDE (8) Btomvc tcctotvm X)4ACTABLE CHLO4IDE (%) PAIOm tOhcttotth 080 0 220 | ||
Line 1,235: | Line 1,213: | ||
0.8 1.0 0.8 1.0 NE I | 0.8 1.0 0.8 1.0 NE I | ||
I | I I | ||
1.6 I 1.. | |||
1.O I o.s 58 l 6.9 ml 0,6 5.0 ml. | 1.O I o.s 58 l 6.9 ml 0,6 5.0 ml. | ||
1.8 ml. 4.4 ml. | 1.8 ml. 4.4 ml. | ||
Line 1,347: | Line 1,324: | ||
1h h d I h. h I.~l~l Because of this, it was only possible to | 1h h d I h. h I.~l~l Because of this, it was only possible to | ||
~~ | ~~ | ||
become inactive as had Host dhh 1 h of the smaller forbs such as the perennial and annual grasses. | become inactive as had Host dhh 1 h of the smaller forbs such as the perennial and annual grasses. | ||
~ ~~f It I | ~ ~~f It I | ||
Line 1,517: | Line 1,493: | ||
I o | I o | ||
~ | ~ | ||
o | o o!q lid !4 I I ! ~ | ||
o!q lid !4 I I ! ~ | |||
73 52 62! + I I <<dd! | 73 52 62! + I I <<dd! | ||
0 I 47 63I+12! 2 I 0 I W! o 536WW 55 I I i l63i+: IO l! | 0 I 47 63I+12! 2 I 0 I W! o 536WW 55 I I i l63i+: IO l! | ||
T I 75 68 5 | T I 75 68 5 | ||
44! 55i+ 4I 9 I 0 I | 44! 55i+ 4I 9 I 0 I | ||
Line 1,529: | Line 1,501: | ||
I M! op\ W 2 e | I M! op\ W 2 e | ||
I 4 I i | I 4 I i | ||
5 I 67!39I 5 I+ ! I I o ~ ~ ~ | 5 I 67!39I 5 I+ ! I I o ~ ~ ~ | ||
Io 69 I4 I '+ d! I I I I t (T el( 5 ! '2!e I 7 I 75 l36 I 56l+ 4i 9! 0 I iH i ".4:WNW!4 ! ' | Io 69 I4 I '+ d! I I I I t (T el( 5 ! '2!e I 7 I 75 l36 I 56l+ 4i 9! 0 I iH i ".4:WNW!4 ! ' | ||
77 ! 41 ! 59!'+ 7' I 0 5 '5 40 I 506 4 3 0 I IW i 4.6 3'WNWI38 ! 54 | 77 ! 41 ! 59!'+ 7' I 0 5 '5 40 I 506 4 3 0 I IW i 4.6 3'WNWI38 ! 54 | ||
.'pi44I62!+0: | .'pi44I62!+0: | ||
!4 ! 80 ! 48 i 64!+12! 1! 0 : NW'. 6.0 30 'NW ! 38: 368 ' | !4 ! 80 ! 48 i 64!+12! 1! 0 : NW'. 6.0 30 'NW ! 38: 368 ' | ||
Line 1,544: | Line 1,514: | ||
'219 10 Sa 60 !4 l53!- 2!12 66 l48 I 57lt 2: 8 I 0:.28 l.04 I NWI 4.7'17 HNM IN ! 3.5 14NW l74 43 SE 74 8 | '219 10 Sa 60 !4 l53!- 2!12 66 l48 I 57lt 2: 8 I 0:.28 l.04 I NWI 4.7'17 HNM IN ! 3.5 14NW l74 43 SE 74 8 | ||
391 3 1:9 9 | 391 3 1:9 9 | ||
I | I A, T,OL F | ||
A, T,OL F | |||
68 45 ',56:+ 1! 9 '0 7.5:24 ENE! 52 So 72:41 I | 68 45 ',56:+ 1! 9 '0 7.5:24 ENE! 52 So 72:41 I | ||
l56.':j | l56.':j | ||
~ | ~ | ||
~ | ~ | ||
9 '0 | 9 '0 (N | ||
NE( | |||
(N NE( | |||
'.4 II R ( | '.4 II R ( | ||
18 H 145 438 645 | 18 H 145 438 645 | ||
Line 1,632: | Line 1,599: | ||
: ~ | : ~ | ||
v t ~ | v t ~ | ||
~ ~ | ~ ~ | ||
V r | V r | ||
Line 1,641: | Line 1,607: | ||
~ ores ktTE>> Tsc sorkTIO<<s 'to kall 1~ | ~ ores ktTE>> Tsc sorkTIO<<s 'to kall 1~ | ||
~ | ~ | ||
Sv rE | Sv rE a | ||
a | |||
~ | ~ | ||
Ltoao taosrl A<<0 v>>o ~ lwkov ooo<<T1 v J ~ 4~s | Ltoao taosrl A<<0 v>>o ~ lwkov ooo<<T1 v J ~ 4~s | ||
~ I sal~ o v ~ | ~ I sal~ o v ~ | ||
2 ~ a ~ ~~ | 2 ~ a ~ ~~ | ||
Line 1,655: | Line 1,618: | ||
~ 5 ~ ) ~ | ~ 5 ~ ) ~ | ||
ll 1 1 2 ( 1 1 1 94 l57 ! 76!+10! 27 I Wi!!T": 34! 708 1 0 i i i 1 | ll 1 1 2 ( 1 1 1 94 l57 ! 76!+10! 27 I Wi!!T": 34! 708 1 0 i i i 1 | ||
'U | 'U 1! 90 l69 l80i+13: | ||
1! 90 l69 l80i+13: | |||
1 i86 l62 !741+ 7. | 1 i86 l62 !741+ 7. | ||
0 0 | 0 0 | ||
15! | 15! | ||
9! T | 9! T I . | ||
I . | |||
''.8 W I | ''.8 W I | ||
)tif!13.9 43'NE 7.0 23 I HHci 32 i 665 I 3 I 41! | )tif!13.9 43'NE 7.0 23 I HHci 32 i 665 I 3 I 41! | ||
Line 1,671: | Line 1,630: | ||
I I I i 1 5197 )55!76!+ 8'. 0:ll M)6. 33)NW i !736 i 0 i 195 66 )80'+12! | I I I i 1 5197 )55!76!+ 8'. 0:ll M)6. 33)NW i !736 i 0 i 195 66 )80'+12! | ||
'o 0 15! 39 'NWI 22! 740 0 | 'o 0 15! 39 'NWI 22! 740 0 | ||
~ I ~ | ~ I ~ | ||
T I I o+ 5 ~ ~ | T I I o+ 5 ~ ~ | ||
Line 1,678: | Line 1,635: | ||
3.0 20 MNW'4 . 737 0 i | 3.0 20 MNW'4 . 737 0 i | ||
'I s | 'I s | ||
I 4I'+ '. I i o ~ ~ I 5 I ' '+O' 0 I lo( ! I y4. , I | I 4I'+ '. I i o ~ ~ I 5 I ' '+O' 0 I lo( ! I y4. , I ic "4 I 4! 4r ~ | ||
ic "4 I 4! 4r ~ | |||
i 11 I 1 >> ~ ~ o 11! ! i 4. ( ( i IS i j 1 ~ 1 4 4!+ ~ 1 ~ | i 11 I 1 >> ~ ~ o 11! ! i 4. ( ( i IS i j 1 ~ 1 4 4!+ ~ 1 ~ | ||
0 i 0 I ~ ~ | 0 i 0 I ~ ~ | ||
Line 1,689: | Line 1,644: | ||
) | ) | ||
! 0 | ! 0 | ||
! !op .': I 3 3 i | ! !op .': I 3 3 i | ||
Oi | Oi 14!0 I | ||
14!0 I | |||
l I 1lo'4 Sl '94 1 | l I 1lo'4 Sl '94 1 | ||
'.67 i ( | '.67 i ( | ||
80 + | 80 + | ||
1+ | 1+ | ||
i 0 | i 0 5 '4 I | ||
5 '4 I | |||
i M 5.7 22 W 1 o | i M 5.7 22 W 1 o | ||
27-620 4 | 27-620 4 | ||
6 ~ | 6 ~ | ||
o KFR 700 | o KFR 700 | ||
~ | ~ | ||
7.0 WNW'2 52 14: | 7.0 WNW'2 52 14: | ||
Line 1,715: | Line 1,664: | ||
0' | 0' | ||
'y 4: | 'y 4: | ||
0 | 0 | ||
'. 5 T o | '. 5 T o | ||
Line 1,723: | Line 1,671: | ||
SW ~ | SW ~ | ||
46 37 5 | 46 37 5 | ||
367 575 | 367 575 10 6 | ||
10 6 | |||
r r '.V ' rr"ri 1 | r r '.V ' rr"ri 1 | ||
rr' | rr' | ||
~ | ~ | ||
Line 1,792: | Line 1,737: | ||
~ r~ | ~ r~ | ||
J I v.I 4 | J I v.I 4 | ||
'e v ~C 1 ~~I 'ww'%IN% rsaatl | 'e v ~C 1 ~~I 'ww'%IN% rsaatl 4 11 s kaLO riasf1 Jaa i=J si I" 1 ~N e 4 0 | ||
4 11 s kaLO riasf1 Jaa i=J si I" 1 ~N e 4 0 | |||
~ ~ | ~ ~ | ||
I 4 v V V | I 4 v V V | ||
Line 1,816: | Line 1,759: | ||
I j | I j | ||
4 i 4 I (: O.'I i ; | 4 i 4 I (: O.'I i ; | ||
i I | i I | ||
I I NW! | |||
I | |||
I NW! | |||
4.3 4 :. | 4.3 4 :. | ||
29 I 736 44 | 29 I 736 44 | ||
! 0 5 ' | ! 0 5 ' | ||
i I I | i I I n. | ||
n. | |||
~ | ~ | ||
I I ! " 'We NM e | I I ! " 'We NM e | ||
Line 1,850: | Line 1,782: | ||
NW 6.8 4.6 23 NE(29 WtIW'8 | NW 6.8 4.6 23 NE(29 WtIW'8 | ||
'9 | '9 | ||
! N 20 682 0 I ~, ) I ~ + | ! N 20 682 0 I ~, ) I ~ + | ||
NW 8. 1,'7 NM '68 ' | NW 8. 1,'7 NM '68 ' | ||
! 64 '- | ! 64 '- | ||
78i > i 13' ! NW 10.5 35 WNW: 33 . 705 4 5! - 2' I 0' 0 ' SW 6.4 22 SM 56 283 ' | 78i > i 13' ! NW 10.5 35 WNW: 33 . 705 4 5! - 2' I 0' 0 ' SW 6.4 22 SM 56 283 ' | ||
>> I 87 (54:70:- 8e 0: 5( e SM 6. 2 MSW I 44 716 . 3 is! 4 64: I+ ~ | >> I 87 (54:70:- 8e 0: 5( e SM 6. 2 MSW I 44 716 . 3 is! 4 64: I+ ~ | ||
0: 14i 3. 16 SSE 3 43 15 ! 00: 70 '5i + 7! 0 I 20'o e | 0: 14i 3. 16 SSE 3 43 15 ! 00: 70 '5i + 7! 0 I 20'o e | ||
Line 1,868: | Line 1,797: | ||
I i | I i | ||
i I ! I A I 67 15! ! I . I ] i I 6 62 W ~ 2 15! e a '. | i I ! I A I 67 15! ! I . I ] i I 6 62 W ~ 2 15! e a '. | ||
c . 4' I a | c . 4' I a L)l | ||
L)l | |||
)O; | )O; | ||
'~ ! | '~ ! | ||
Line 1,904: | Line 1,831: | ||
v IIIC 55 1 1 SI J 4 1 v =;Cao 1 ~a v | v IIIC 55 1 1 SI J 4 1 v =;Cao 1 ~a v | ||
~a hvcl ot tatafkL tallkccs aac 5 v4 etta ltTE ~ 'Ivt astafloas lta v va ~ V | ~a hvcl ot tatafkL tallkccs aac 5 v4 etta ltTE ~ 'Ivt astafloas lta v va ~ V | ||
'ta | 'ta 1 ~ ~ | ||
IJ J 1 5 4 v ~ ~ | |||
1 ~ ~ | |||
IJ | |||
J 1 5 4 v ~ ~ | |||
j5 | j5 | ||
'l 0 ~ v Nwo towf1 Qao Iwaaaa tasarl V ~ | 'l 0 ~ v Nwo towf1 Qao Iwaaaa tasarl V ~ | ||
Line 1,916: | Line 1,839: | ||
~ | ~ | ||
v vv V V ~ | v vv V V ~ | ||
~ | ~ | ||
~ I1 ~ | ~ I1 ~ | ||
Line 1,934: | Line 1,856: | ||
I | I | ||
)1: | )1: | ||
~ 24 .' i | ~ 24 .' i 5 i ) ! 1 I 5!102I 67(84I +7! | ||
5 i ) ! 1 I 5!102I 67(84I +7! | |||
T;13;: | T;13;: | ||
l 95: 77'86'8'0 I+:: 1) 0 I19! | l 95: 77'86'8'0 I+:: 1) 0 I19! | ||
i 21 I T i | i 21 I T i | ||
i I | i I | ||
!N NW It!W | !N NW It!W | ||
.5:28 | .5:28 | ||
.4' I W NW' NNW'3 I 7 I I 1 | |||
.4' | |||
I W NW' NNW'3 I 7 I I 1 | |||
1 ( OL | 1 ( OL | ||
! OL 91; 57;74. -4' I 9a - | ! OL 91; 57;74. -4' I 9a - | ||
IIN'.2:23 33 i64o i 4,': -,' I ! NW: | IIN'.2:23 33 i64o i 4,': -,' I ! NW: | ||
0 AU IS ! | 0 AU IS ! | ||
(SI )411 Q ~ | (SI )411 Q ~ | ||
I I | I I I | ||
I 4 | |||
I | 4 4 | ||
'i- !: | 'i- !: | ||
I 4 i IS I ~ ~ ~ I Ici ! ! I | I 4 i IS I ~ ~ ~ I Ici ! ! I If i | ||
If i | |||
' I 1 . I i 4 ~ | ' I 1 . I i 4 ~ | ||
4 I~ I I ! + ! I I I ! ~ | 4 I~ I I ! + ! I I I ! ~ | ||
I~ I OI I I + I i I I 50 I i I+ I I I | I~ I OI I I + I i I I 50 I i I+ I I I a ! I | ||
a ! I | |||
)I,'. i; 15 i i I 50! ! I ( | )I,'. i; 15 i i I 50! ! I ( | ||
SSI l I I i * .' ( 06 20 a I i I I I ' I | SSI l I I i * .' ( 06 20 a I i I I I ' I | ||
~ | ~ | ||
C I a ~ I ' I | C I a ~ I ' I | ||
Line 1,994: | Line 1,902: | ||
$ $ HILCS 4, W 01 AIOILAso, WA51110$ 41 September 1989 CLIMATOLOGICAL DATA lkfl)04$ acs )O'LOIICI)UOC I >>4 50'>> EL!TAT<01 ICS44141 $ 55 TCCT TCNPCRATURC<or 5 PT.LCVCL) IVRCC<P st j WINO 150 ST LCVCL) PRON'TS ANO ll<5C, PNCVONCNA CCCSCC OATS 4 vvs r CAN OUS 6 | $ $ HILCS 4, W 01 AIOILAso, WA51110$ 41 September 1989 CLIMATOLOGICAL DATA lkfl)04$ acs )O'LOIICI)UOC I >>4 50'>> EL!TAT<01 ICS44141 $ 55 TCCT TCNPCRATURC<or 5 PT.LCVCL) IVRCC<P st j WINO 150 ST LCVCL) PRON'TS ANO ll<5C, PNCVONCNA CCCSCC OATS 4 vvs r CAN OUS 6 | ||
~ OTCI lt Sale CS 1 s v | ~ OTCI lt Sale CS 1 s v | ||
1 IS ~ ~ <twas or raosTJL ~ s ~ ~ scca Jac V 'vo I v ~' | 1 IS ~ ~ <twas or raosTJL ~ s ~ ~ scca Jac V 'vo I v ~' | ||
V v~ 1 ~ | V v~ 1 ~ | ||
Line 2,004: | Line 1,911: | ||
sv1 Iwsast raasrl vv vl tv( I | sv1 Iwsast raasrl vv vl tv( I | ||
'll6 | 'll6 | ||
$$ 4 1 ! a - 3,I ~~ ~ | $$ 4 1 ! a - 3,I ~~ ~ | ||
v a V 4 ~ ~~ | v a V 4 ~ ~~ | ||
a3s t ~~ ~ | a3s t ~~ ~ | ||
~ ~ ~ | ~ ~ ~ | ||
s 4 >>11 E ")$ -4I s ~ 4 ~ 1 4 | s 4 >>11 E ")$ -4I s ~ 4 ~ 1 4 | ||
Line 2,015: | Line 1,920: | ||
~ < | ~ < | ||
is | is | ||
!5 IW 7:WNV 44i | !5 IW 7:WNV 44i | ||
'l | 'l | ||
Line 2,027: | Line 1,931: | ||
"5'-4lpi ps i 7< | "5'-4lpi ps i 7< | ||
66 0: | 66 0: | ||
I ):N'NN:58: | I ):N'NN:58: | ||
I | I | ||
Line 2,042: | Line 1,945: | ||
)4I80:45 62-6< 3! 0 ~ ! I I I I: - 0 5.3 16 29 '483 I 0 166!'-: 0I: | )4I80:45 62-6< 3! 0 ~ ! I I I I: - 0 5.3 16 29 '483 I 0 166!'-: 0I: | ||
NW 30 'MM'4 HW | NW 30 'MM'4 HW | ||
>> '85 147 I 0 "I 7 ~ | >> '85 147 I 0 "I 7 ~ | ||
47 )67l 0' ' | 47 )67l 0' ' | ||
3:46 0 | 3:46 0 | ||
-47 !6 '+ '. 4' I 4 4 NW) 0 4 4 I 5!+9'0: M':46 ' | -47 !6 '+ '. 4' I 4 4 NW) 0 4 4 I 5!+9'0: M':46 ' | ||
4:56 0! i ! IM 4 9+; | 4:56 0! i ! IM 4 9+; | ||
64 '-:.. | 64 '-:.. | ||
I~ ', | I~ ', | ||
Line 2,062: | Line 1,961: | ||
'W I ! | 'W I ! | ||
I 4 Si | I 4 Si | ||
) | ) | ||
) | ) | ||
Line 2,069: | Line 1,967: | ||
4 I | 4 I | ||
0: | 0: | ||
85 !52 l68I+ 4! 0 I 3 I INW'.2!14 NM 39 410 I 0 88 '53 l70I+ 6 I 0 I 5 l IS I 3.5;10 <ESE 39 398 2 I 54 90 l51 l70)+ 6. 0 I 5 I INW)49''.NM 40 38 | 85 !52 l68I+ 4! 0 I 3 I INW'.2!14 NM 39 410 I 0 88 '53 l70I+ 6 I 0 I 5 l IS I 3.5;10 <ESE 39 398 2 I 54 90 l51 l70)+ 6. 0 I 5 I INW)49''.NM 40 38 | ||
$ 586 '<54 !75!+12 I 0 !10! O.OZ INW 9.0i42 I SSEI 39 . 257 10 0 I | $ 586 '<54 !75!+12 I 0 !10! O.OZ INW 9.0i42 I SSEI 39 . 257 10 0 I | ||
Line 2,086: | Line 1,983: | ||
- 83.2!52. | - 83.2!52. | ||
SVss | SVss | ||
<Jy'ri 12 i89 i 0.02 0 6.1 'J 2.5 I | <Jy'ri 12 i89 i 0.02 0 6.1 'J 2.5 I | ||
N / //trll 1 r | N / //trll 1 r | ||
~v ~ NCC<PITAT<ON <INI ~ v rv v v Nk NUTAT<os I 0 <N C ST II) vsLEJ ~ OT1I1rl~ I saa ~ st<as, Tsc ~ JILT TOTJS, toa TSC Voattt 0. 2 1 ssslL ~~ ~ ~ 'saris ~ OVCT | ~v ~ NCC<PITAT<ON <INI ~ v rv v v Nk NUTAT<os I 0 <N C ST II) vsLEJ ~ OT1I1rl~ I saa ~ st<as, Tsc ~ JILT TOTJS, toa TSC Voattt 0. 2 1 ssslL ~~ ~ ~ 'saris ~ OVCT | ||
~ vvvasT sea<os I ~ tsar HIS1<IJT to Hsossost Js ~ asst ~1 ~ 1 ~ ILOW<1~ SSOW aacartc ~ IJJSJ1 ~ Tltsc ~ Ea Ja TV1E ~ 1ov 141V JL ~ ~ CVIT ~L ~ I ~ Vast LICVTssso (5) tst ls coLvssss 1 ~ ~ EsoTE ~ 1 Tsac ~ 1 ~ too ~ o sasrtsso astr | ~ vvvasT sea<os I ~ tsar HIS1<IJT to Hsossost Js ~ asst ~1 ~ 1 ~ ILOW<1~ SSOW aacartc ~ IJJSJ1 ~ Tltsc ~ Ea Ja TV1E ~ 1ov 141V JL ~ ~ CVIT ~L ~ I ~ Vast LICVTssso (5) tst ls coLvssss 1 ~ ~ EsoTE ~ 1 Tsac ~ 1 ~ too ~ o sasrtsso astr s()) Tssc LJJILET <IOL <H I ~ Tsc vs vac4 It ~~ <atcsr ss Sa sa ~ . 0,02 41 25 OL ~ CLJ\E IC ICE ~ 11sT JLS 14 ~ E14TC ~ JE I ~ Jv CJLOJIC / Csa 5 svvacs Ov ~ JT ~ VSTst 1 as ~ at T ~ tso ~ 4 ~ 1 ~ 141v TCNPCRATURC lors 5 rt. Latas1 Ts ace ~ 1 Hose 4,51 41 voaa SARONCTRIC PRC)5URC Is ~ I tv<1*at vo ~ 1st vo 4.41 1 ~ HOJE 4,SO 41 Haaa Jslaala ITJTI~ 1 | ||
s()) Tssc LJJILET <IOL <H I ~ Tsc vs vac4 It ~~ <atcsr ss Sa sa ~ . 0,02 41 25 OL ~ CLJ\E IC ICE ~ 11sT JLS 14 ~ E14TC ~ JE I ~ Jv CJLOJIC / Csa 5 svvacs Ov ~ JT ~ VSTst 1 as ~ at T ~ tso ~ 4 ~ 1 ~ 141v TCNPCRATURC lors 5 rt. Latas1 Ts ace ~ 1 Hose 4,51 41 voaa SARONCTRIC PRC)5URC Is ~ I tv<1*at vo ~ 1st vo 4.41 1 ~ HOJE 4,SO 41 Haaa Jslaala ITJTI~ 1 | |||
~ I 1 1 1 Ts 1 C ~ 1 4H ~ O 1 H1L +1 4.14 O~ vl~ C 1.40 os s aac ssasast ~ ck LatcL ~ ~1 | ~ I 1 1 1 Ts 1 C ~ 1 4H ~ O 1 H1L +1 4.14 O~ vl~ C 1.40 os s aac ssasast ~ ck LatcL ~ ~1 | ||
~ sl I a 1 IIT ~1 $ NOW. ICC PCLLCT5 15LCCT))<SEVE)) Larcar ~ Ca SIVCL 0 oa 17 isa>>car ~1 1 ~ TJL 141 TSC Vo ~ TS I 0 5OLAR RAO<ATION ILJVILIT~ < | ~ sl I a 1 IIT ~1 $ NOW. ICC PCLLCT5 15LCCT))<SEVE)) Larcar ~ Ca SIVCL 0 oa 17 isa>>car ~1 1 ~ TJL 141 TSC Vo ~ TS I 0 5OLAR RAO<ATION ILJVILIT~ < | ||
Line 2,122: | Line 2,015: | ||
I I I 64 + I NW I 46 l343 1 | I I I 64 + I NW I 46 l343 1 | ||
'71 i | '71 i | ||
I 4 I 5 I I 5 I I + I I | I 4 I 5 I I 5 I I + I I 10 4 l41 + I I ~ | ||
10 4 l41 + I I ~ | |||
I I | I I | ||
I 4 I I 4 I 9 l | I 4 I I 4 I 9 l | ||
! 4 4 I -' | ! 4 4 I -' | ||
FR 55 | FR 55 14 I 4 I I I | ||
14 I 4 I I I | |||
~ | ~ | ||
4 l I 7 | 4 l I 7 | ||
I~ l4 -6 l] 5 iW I 4 i4 I 94 I 14 4 0 i F 4 | I~ l4 -6 l] 5 iW I 4 i4 I 94 I 14 4 0 i F 4 4 I | ||
4 I | |||
]0 4 I '52 Oi 51 4" 4 ! 6 1 I FR 534 | ]0 4 I '52 Oi 51 4" 4 ! 6 1 I FR 534 | ||
: 5) 44 5 I 4 ' | : 5) 44 5 I 4 ' | ||
Line 2,147: | Line 2,034: | ||
I 0 ~ 02 0 | I 0 ~ 02 0 | ||
4 0 | 4 0 | ||
)0 48 53 '728'38!40 8 25 ' I I | )0 48 53 '728'38!40 8 25 ' I I | ||
I i27! | I i27! | ||
I I I i | I I I i | ||
'W | 'W 3 | ||
5' 4: 5 i6 70 48 51 10 6; | |||
4: 5 i6 70 48 51 10 6; | |||
! 0 I ~ 'WNW | ! 0 I ~ 'WNW | ||
'0! | '0! | ||
Line 2,217: | Line 2,101: | ||
14 I +6 0 I 141 pl I+ I lp ~ W I 3.8l 5' | 14 I +6 0 I 141 pl I+ I lp ~ W I 3.8l 5' | ||
12 WSW1 74: 147 10 ls ss so p: | 12 WSW1 74: 147 10 ls ss so p: | ||
i | i 4 12 I 6I I | ||
-9I39 I | |||
4 12 I 6I I | 137 Ip I | ||
-9I39 | |||
IO p | IO p | ||
I I | I I | ||
Line 2,275: | Line 2,156: | ||
~ vo << | ~ vo << | ||
S v a~ | S v a~ | ||
k 4<<~ ~ | k 4<<~ ~ | ||
g Iv 4 ~4 V ~ | g Iv 4 ~4 V ~ | ||
Line 2,297: | Line 2,177: | ||
" 3.2i13 | " 3.2i13 | ||
'.6!ll l2 8i 9 ' | '.6!ll l2 8i 9 ' | ||
5 SSE SM 92 '121 89 '529, ! | 5 SSE SM 92 '121 89 '529, ! | ||
! 10 4 I i F F | ! 10 4 I i F F | ||
Line 2,304: | Line 2,183: | ||
pi-I- | pi-I- | ||
I-5 5 37I Ol 37 35 OI 0 | I-5 5 37I Ol 37 35 OI 0 | ||
iNW!2.3 INW I 3.2 14 I 8 | iNW!2.3 INW I 3.2 14 I 8 | ||
8! t!W 5 89!.105 95 92 | 8! t!W 5 89!.105 95 92 | ||
'0 71 8 I F 10 I F 9 I F 10 7 I NW ~ | '0 71 8 I F 10 I F 9 I F 10 7 I NW ~ | ||
0 55 3 I 85 36 7 11 | 0 55 3 I 85 36 7 11 4 | ||
I 4 6 4 21 3 | |||
33 0 INW IN i2611 iSS 190'l I | 33 0 INW IN i2611 iSS 190'l I | ||
10 I | 10 I | ||
Line 2,387: | Line 2,264: | ||
' 1 s ~ | ' 1 s ~ | ||
48 27 I 38i+ 2! 27 0 I NWs 3.9 13 S ( 70 I 140 9 ' | 48 27 I 38i+ 2! 27 0 I NWs 3.9 13 S ( 70 I 140 9 ' | ||
SW'.9 I 64 'I 118 | SW'.9 I 64 'I 118 5 I 58 (3 I44l+ 8I21 0 4 I SM 10! | ||
io 64 39 I 52I+15; 13 0 : SW! 20.5 51( SM i 58 I 206 9 il 59 33 46(+ 9l 19 0 I SW:15.1'5!WSM'4 i 154 8 KF 1300 i$ 41 29 I 35! - 3:30 0 T I .1 i SM 1].T: 32I SW) 57 -'93 F 38 22 130! - 8(35 0 I T IT i HW )).l! 30 NNM I 42: 184: 6: | |||
5 I 58 (3 I44l+ 8I21 0 4 I SM 10! | |||
io 64 39 I 52I+15; 13 0 : SW! 20.5 51( SM i 58 I 206 9 il 59 33 46(+ 9l 19 0 I SW:15.1'5!WSM'4 i 154 8 KF 1300 i$ 41 29 I 35! - 3:30 0 T I .1 i SM 1].T: 32I SW) 57 -'93 F 38 22 130! - 8(35 0 I T IT i HW | |||
ll 'El I~ ! | ll 'El I~ ! | ||
Is I | Is I | ||
Line 2,462: | Line 2,337: | ||
I 2 5 ~ 5 CA 1 I to 11 I 12 12 I 14 IS I tc IM .1 1 MNW) 1 ia +i !NW 4 I 0 I 41+i t I 1 | I 2 5 ~ 5 CA 1 I to 11 I 12 12 I 14 IS I tc IM .1 1 MNW) 1 ia +i !NW 4 I 0 I 41+i t I 1 | ||
P I | P I | ||
4 441 +41 ! I W I IW i I 0 I 4!+ | 4 441 +41 ! I W I IW i I 0 I 4!+ | ||
1 5 4 i I I I IW !M Wi I 4 I | 1 5 4 i I I I IW !M Wi I 4 I | ||
Line 2,478: | Line 2,352: | ||
1 Ol I | 1 Ol I | ||
I 1 | I 1 | ||
1 | 1 I | ||
1 Wl I | |||
Wl I | |||
I 1 | I 1 | ||
. I I | . I I | ||
Line 2,513: | Line 2,385: | ||
i 20 0 21 22 22 24 0 4 4 -5 23 01 66101 NW 8 l440 24 I | i 20 0 21 22 22 24 0 4 4 -5 23 01 66101 NW 8 l440 24 I | ||
2T + I I i I i 1 i ~ | 2T + I I i I i 1 i ~ | ||
4 14 + I | 4 14 + I 25 | ||
25 | |||
>>7:4 4:5'5!+(46! oi)0)0' I+4 i | >>7:4 4:5'5!+(46! oi)0)0' I+4 i | ||
~ | ~ | ||
Line 2,528: | Line 2,398: | ||
~ kclrl~ ~ Tkso 114 TIUC, 4trk>TV>t ~ >OU 1 ~ >UJL ~ ~ ~ V>T ~ I, ~ ~ IST>aT LISNT1lsa T Nl COLU>> ~ 1 T ~ 4csetC ~ k T1>Ct | ~ kclrl~ ~ Tkso 114 TIUC, 4trk>TV>t ~ >OU 1 ~ >UJL ~ ~ ~ V>T ~ I, ~ ~ IST>aT LISNT1lsa T Nl COLU>> ~ 1 T ~ 4csetC ~ k T1>Ct | ||
) (2) | ) (2) | ||
~ >CJTtsr I> tk 1>> oa roe ~1 ~ >lrTI>e >>os | ~ >CJTtsr I> tk 1>> oa roe ~1 ~ >lrTI>e >>os | ||
~ (2) TNC LJNSLCT (E>L I>> I ~ TNC V>lt U>t4 p 4 9 0 ~ I, ~ CL>t t It ICC Ear>TJLS TO ~ C1OTC ~ St ~ 1>U CJL411 ~ I CU <<vwus or ~ JTS wlrsl ~ >walt T ~ T>>V ~ E ~ STO>U TCNPCRATUAC ters 4 tv. Ltvcsl Taktt 41 U>1C 4&s sa ~ o>t ~ AAONCTAIC PRCSSUAC tl ~ .I | ~ (2) TNC LJNSLCT (E>L I>> I ~ TNC V>lt U>t4 p 4 9 0 ~ I, ~ CL>t t It ICC Ear>TJLS TO ~ C1OTC ~ St ~ 1>U CJL411 ~ I CU <<vwus or ~ JTS wlrsl ~ >walt T ~ T>>V ~ E ~ STO>U TCNPCRATUAC ters 4 tv. Ltvcsl Taktt 41 U>1C 4&s sa ~ o>t ~ AAONCTAIC PRCSSUAC tl ~ .I | ||
Line 2,543: | Line 2,412: | ||
STATION AVE S04 STD DEV AVE Cl STD DEV AVE Ca STD DEV AVE Hg STD DEV AVE Na STD DEV BULK DEP APRIL, 1989 (ag) 1 0.3 0.022 O.l 0 0.27 0.057 0.05 0.022 0.04 0.014 0.76 0.42 0,078 0.12 0.036 0.32 0.071 0.06 0,014 0,07 0.028 0,99 0.31 0.01 0.09 0 0 '6 0.064 0.06 0 0.05 0 '7 0,26 0 0.11 0.028 0.21 0,057 0.03 0.01 0.3 0 '9 0,91 0.32 0 '28 0,12 0.022 0.24 0.064 0.04 0 '14 -0,05 0,01 0.77 0.29 0.014 O.l 0 0.28 0.036 0.05 0.01 O.ll 0.036 0.83 1.25 0.036 0,12 0.014 0.86 0.12 0.17 0,01 0,15 0.028 2.55 168.07 30.893 9,48 2:574 59.55 10 '08 19.41 2,991 8.42 1.421 264 '3 | STATION AVE S04 STD DEV AVE Cl STD DEV AVE Ca STD DEV AVE Hg STD DEV AVE Na STD DEV BULK DEP APRIL, 1989 (ag) 1 0.3 0.022 O.l 0 0.27 0.057 0.05 0.022 0.04 0.014 0.76 0.42 0,078 0.12 0.036 0.32 0.071 0.06 0,014 0,07 0.028 0,99 0.31 0.01 0.09 0 0 '6 0.064 0.06 0 0.05 0 '7 0,26 0 0.11 0.028 0.21 0,057 0.03 0.01 0.3 0 '9 0,91 0.32 0 '28 0,12 0.022 0.24 0.064 0.04 0 '14 -0,05 0,01 0.77 0.29 0.014 O.l 0 0.28 0.036 0.05 0.01 O.ll 0.036 0.83 1.25 0.036 0,12 0.014 0.86 0.12 0.17 0,01 0,15 0.028 2.55 168.07 30.893 9,48 2:574 59.55 10 '08 19.41 2,991 8.42 1.421 264 '3 | ||
~ ~ 0.39 0 0.07 0.028 0.33 0.01 0.09 0.014 0.09 0,022 0 '7 10 0.55 0.276 0.22 0.149 0.28 0.085 O.ll 0.078 0.06 0.014 1,22 O.ll 0.149 0.03 0,036 0.21 0.042 0 F 05 0 '22 0,09 0 '22 0.49 0.31 0.05 0.12 0,036 0.21 0.042 0,08 0.042 0.14 0.036 0.86 13 0.1 0.141 0.05 0 0.32 0.085 0.06 0 '22 0.1 0.63 14 0.26 0.01 0.1 0 0.2 0.014 0,06 0.01 0.09 0.014 0.71 0.23 0 0.07 0,014 0,41 0.085 0.07 0 '22 0.06 0,01 0.84 16 0.19 0.014 0.08 0,022 0.23 0.028 0.04 0.014 0 '7 0.028 0 '1 BC 0 0 0 0 0.09 0 0.09 VALUES ARE IN HII I IGRAMS PER SAMPI ER Analytical Results for Each Sample BC = BUIIDING CONTROL SAHPt ERS Location - April 1989 | ~ ~ 0.39 0 0.07 0.028 0.33 0.01 0.09 0.014 0.09 0,022 0 '7 10 0.55 0.276 0.22 0.149 0.28 0.085 O.ll 0.078 0.06 0.014 1,22 O.ll 0.149 0.03 0,036 0.21 0.042 0 F 05 0 '22 0,09 0 '22 0.49 0.31 0.05 0.12 0,036 0.21 0.042 0,08 0.042 0.14 0.036 0.86 13 0.1 0.141 0.05 0 0.32 0.085 0.06 0 '22 0.1 0.63 14 0.26 0.01 0.1 0 0.2 0.014 0,06 0.01 0.09 0.014 0.71 0.23 0 0.07 0,014 0,41 0.085 0.07 0 '22 0.06 0,01 0.84 16 0.19 0.014 0.08 0,022 0.23 0.028 0.04 0.014 0 '7 0.028 0 '1 BC 0 0 0 0 0.09 0 0.09 VALUES ARE IN HII I IGRAMS PER SAMPI ER Analytical Results for Each Sample BC = BUIIDING CONTROL SAHPt ERS Location - April 1989 | ||
'I | 'I C-1 | ||
C-1 | |||
STATION AVB S04 STD DBV AVB Cl STD DEV AVE Ca STD DEV AVB Mg STD DBV AVE Na STD DEV SULK DEP HAT, 1989 (ag) 0.7 0.12 0.17 0,042 0.61 0.304 0.06 0 ~ 014 0.3 0.01 1.84 0.66 0.064 0.18 0,042 0.98 0.523 0.09 0.042 0.26 0.01 F 17 0,73 0 ~ 028 0.16 0,01 0~3 0.05 0.05 0.01 0,24 0.01 1,48 0.59 0,042 0.15 0.014 1.01 0,53 0.1 0.057 0.2 0.014 a.os o.77 o.o14 o,16 o.ol o.s6 o.3as o.o7 o.ol o.a6 o.oaa . 1.82 0,93 0.064 0.23 0 0 ~ 61 0.071 0,07 0 0.31 0.113 2.15 2.25 0,318 0.26 o l,al o,a4 o.al o.o14 o.a6 4.19 81.87 7.304 4.59 0.481 37,11 3,465 9.12 0.912 4 '8 0.212 136.97 0.88 0.163 0.33 0.057 1.18 0.12 0.16 0.092 0,24 0 ~ 028 2.79 V | STATION AVB S04 STD DBV AVB Cl STD DEV AVE Ca STD DEV AVB Mg STD DBV AVE Na STD DEV SULK DEP HAT, 1989 (ag) 0.7 0.12 0.17 0,042 0.61 0.304 0.06 0 ~ 014 0.3 0.01 1.84 0.66 0.064 0.18 0,042 0.98 0.523 0.09 0.042 0.26 0.01 F 17 0,73 0 ~ 028 0.16 0,01 0~3 0.05 0.05 0.01 0,24 0.01 1,48 0.59 0,042 0.15 0.014 1.01 0,53 0.1 0.057 0.2 0.014 a.os o.77 o.o14 o,16 o.ol o.s6 o.3as o.o7 o.ol o.a6 o.oaa . 1.82 0,93 0.064 0.23 0 0 ~ 61 0.071 0,07 0 0.31 0.113 2.15 2.25 0,318 0.26 o l,al o,a4 o.al o.o14 o.a6 4.19 81.87 7.304 4.59 0.481 37,11 3,465 9.12 0.912 4 '8 0.212 136.97 0.88 0.163 0.33 0.057 1.18 0.12 0.16 0.092 0,24 0 ~ 028 2.79 V |
Latest revision as of 10:06, 18 March 2020
ML17286A853 | |
Person / Time | |
---|---|
Site: | Columbia |
Issue date: | 12/31/1990 |
From: | Bell J WASHINGTON PUBLIC POWER SUPPLY SYSTEM |
To: | Zeller J WASHINGTON, STATE OF |
References | |
NUDOCS 9106050251 | |
Download: ML17286A853 (235) | |
Text
ACCELERATED DISTRIBUTION DEMONSTjRATION SYSTEM
~
I REGULATORY INFORMATION DISTRIBUTION SYSTEM (RIDS)
ACCESSION NBR:9106050251 DOC.DATE: 90/12/31 NOTARIZED: NO DOCKET FACIL:50-397 WPPSS Nuclear Project, Unit 2, Washington Public Powe 05000397 AUTH. NAME AUTHOR AFFILIATION BELL,J.C. ,
Washington Public Power Supply System RECIP.NAME RECIPIENT AFFILIATION ZELLER,J.J. Washington, State of
SUBJECT:
"Operational Ecological, Monitoring Program for Nuclear Plant 1990 Annual Rept." W/910531 Itr.
2 DISTRIBUTION CODE: IE25D COPIES RECEIVED:LTR TITLE: Environmental Monitoring Rept (per Tech Specs) f ENCL Q SIZE: l5~
NOTES:
RECIPIENT COPIES RECIPIENT COPIES ID CODE/NAME LTTR ENCL ID CODE/NAME LTTR ENCL PD5 LA 3 3 PD5 PD 1 1 D ENG,P.L. 1 1 D
INTERNAL: ACRS 1 1 P EOJ)/J3SPQTPAB 1 1 NRR/DREP/PRPB1 1 2 2 L 01 1 1 RES RADDATZ,C. 1 1 S/RPB 1 1 RGN5 FILE 02 1 1 EXTERNAL: EG&G SIMPSON, F 2 2 NRC PDR 1 1 D
A D
D NOTE TO ALL "RIDS" RECIPIENTS:
PLEASE HELP US TO REDUCE WASTEl CONTACT THE DOCUMENT CONTROL DESK ROOM P 1-37 (EXT. 20079) TO ELIMINATEYOUR NAME FROM DISTRIBUTION LISTS FOR DOCUMENT YOU DON'T NEED!
TOTAL NUMBER OF COPIES REQUIRED: LTTR 16 ENCL 16
I
~ 1 1
f
UNDERSIZED DOCUMENTS
WASHINGTON PUBLIC POWER SUPPLY SYSTEM P.O. Bax 968 ~ 3000 George Washtngton Way ~ Rtchland, Wasbtngton 993524968 ~ (509) 372-5000 May 31, 1991 Mr. Jason J. Zeller EFSEC Manager Mail Stop FA-11 Olympia, WA 98504-1211
SUBJECT:
TRANSMIITALOF OPERATIONAL ECOLOGICAL MONITORING PROGR/IM NUCLEAR PLANT 2 ANNUALREPORT
Dear Mr. Zeller:
Enclosed are five (5) copies of the subject report; Sincerely, J.C. Bell Manager Plant Services JCB:pg Enclosures cc: g3ocument Control Desk; HRC (w/enclosures)'g R.B. Samworth, NRC (w/enclosures)
C.D. Becker, Battelle (w/enclosures)
D. Geist, Washington Department of Fisheries (w/enclosures) 9/060 ADOCK 90i23t 5q op@00397 O poR PDR R
3
'f t
//910605025 b g
~
~ I
- 93. 040 OAT%,
OFFICIAL PHOTO.
WASIIINCTOII PUBLIC POWEI
'63i) SUPPLY SYSTEb/I P.O. 80X 968 R1CHLAND) VIA 99352
~ g5544&C$ CDIS QPO!I PVQLIC4T~
ABLE F NT
~t~in ACKNOWLEDGEMENTS.
TABLES .
F IGURES ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ V
1.0 INTRODUCTION
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 1
1.1 BACKGROUND
1.2 THE SITE T-2
- 1. 3 BIBLIOGRAPHY 1-4 2.0 NOTABLE ENVIRONMENTAL OBSERVATIONS. 2-1
2.1 INTRODUCTION
. . . . . . . . . . . . . . . . . . . . . 2-1 2.2 METHODS. 2-1 2 3
~ RESULTS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2-1
~
3.0 FISH BIOASSAYS...,...,...,.......,... 3-1
3.1 INTRODUCTION
3-1 3.2 METHODS AND MATERIALS. ~ ~ ~ ~ ~ 3-1 3.3 RESULTS AND DISCUSSION 3-4
3.4 REFERENCES
3-5 4.0 WATER QUALITY . . . . . . . . . . . . . . . . ~ . . . . . . 4-1
4.1 INTRODUCTION
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 1 4.2 MATERIALS AND METHODS. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 1 4.2.1 SAMPLE COLLECTION. . . . . . . . . . . . . . 4-2 4.2.2 FIELD EQUIPMENT 8( MEASUREMENTS . . . . . . . 4-3 4.2.3 LABORATORY MEASUREMENTS. . . . . . . . . . . 4-3
T B F T T (Continued)
Law 4.3 RESULTS. . . . . . . . . . . . . . . . . . . . . . . . 4-4 4.3.1 TEMPERATURE. 4-4 4.3.2 DISSOLVED OXYGEN (DO). 4-4 4.3.3 pH AND ALKALINITY. 4-4 4.3.4 CONDUCTIVITY 4-5 4.3.5 TOTAL RESIDUAL .CHLORINE.,(TRC) . 4-5 4.3.6 METALS o ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4-6 4.3.7 HARDNESS 4-8 4.3.8 OIL AND GREASE 4-8 4.3.9 AMMONIA-NITROGEN AND NITRATE-NITROGEN. 4-9 4.3.10 TOTAL PHOSPHORUS AND ORTHOPHOSPHORUS 4-9 4.3.11 SULFATE. 4 9 4 '.12 TOTAL DISSOLVED SOLIDS, TOTAL SUSPENDED SOLIDS AND TURBIDITY 4-10
- 4. 4 DISCUSSION . 4-11
- 4. 5 BIBLIOGRAPHY 4-11 5.0 COOLING TONER DRIFT STUDIES 5-1
5.1 INTRODUCTION
5-1 5.2 MATERIALS AND METHODS. 5-1 5.2.1 HERBACEOUS CANOPY COVER. 5-1 5.2.2 HERBACEOUS PHYTOMASS 5-2 5.2.3 SHRUB CANOPY COVER . 5-2 5.2.4 SHRUB DENSITY.
'.2.5 SOIL CHEMISTRY 5-3 5.2.6 VEGETATION CHEMISTRY . 5-4
TBE (Continued) 5, 3 RESULTS AND DISCUSSION,............... 5-4
- 5. 3.1 HERBACEOUS COVER . 5-4 5.3,2 HERBACEOUS PHYTOMASS 5-5 5.3.3 SHRUB COVER AND DENSITY. . 5-6 5.3.4 "SOIL CHEMISTRY 5-6 5.3.5 VEGETATION CHEMISTRY . 5-7 5.4
SUMMARY
AND CONCLUSIONS. . . . . . . . . . . . . . . . 5-7 5,5 COOLING TONER DRIFT MODEL VALIDATION STUDY...... 5-8 INTRODUCTION................
5.5.1 5.5.2 MATERIALS AND METHODS.... '........ 5-8 5-9 5.5.2.1 SAMPLE PLAN. . . . . , . . . . . . 5-9 5.5.2.2 SAMPLE COLLECTION. . . . . . . . . '5-10 5.5.2.3 ANALYTICAL METHODS . . . , . . . . 5-11 5.5.3 SAMPLE PREPARATION AND COLLECTION. . . . . . 5-11 5.5.4 SAMPLE MEASUREMENT AND ANALYSIS. . . . . . . 5-12 5.5.5 DATA ANALYSIS................ 5-12 5.5.6 RESULTS................... 5-13 5.6 BIBLIOGRAPHY...........,......... 5-15 6.0 INTAKE STRUCTURE FOULING SURVEYS. ~ ~ ~ . . . . ~ ~ . ~ ~ ~ 6-1
6.1 INTRODUCTION
. . . . . . . . . . . . . . . . . . . . . 6-1
B E (Continued) 7.0 AERIAL PHOTOGRAPHY..................... 7-1
7.1 INTRODUCTION
7-1 7.2 MATERIALS AND METHODS. 7-1
- 7. 3 RESULTS AND DISCUSSION 7-3
- 7. 4 BIBLIOGRAPHY 7-5 APPENDIX A PLANT OPERATIONAL DATA APPENDIX B METEOROLOGICAL CONDITIONS APPENDIX C ANALYTICAL RESULTS FOR EACH SAMPLE STATION
EXECUTIVE
SUMMARY
During 1990 there were no unusual events which resulted in significant environmental impacts from the operation of WNP.-2.
0 There were no unanticipated or emergency discharges of water or wastewater during the reporting period.
The first fish bioassay required by the HNP-2 NPDES Permit was performed in October, 1990. A 1001. survival rate was observed.
Significant interstation differences could not be detected among any of the water quality parameters measured for'early all sampling periods. 1990 marks the first year in which results of metals 'analyses performed on plant dis-charge water are included in the report. It appears that during 1990, HNP-2 cooling water discharge had little effect upon Columbia River water quality.
The cooling tower drift model verification study concluded sample collection in March 1990. Results indicated and further investigations proved that the
~
model's isopleths incorrectly predict areas of maximum and minimum cooling tower drift. The isopleths, as drawn, predict maximum deposition along
~
transects running in a northeasterly and nearly south-southwesterly direc-tion. This contradicts prevailing wind directions which are southerly (blowing north) and northeasterly (blowing southeast).
Total herbaceous cover decreased 38.011. in 1990. A corresponding decrease in herbaceous phytomass was also observed. Soil and vegetation analyte concen-trations were generally within the ranges observed in previous years. Changes in vegetation cover and density recorded in 1990 appear to be climatically induced and no signs of adverse impacts from the operation of WNP-2 cooling towers are evident.
Color infrared aerial photographs along 5 flightlines were taken in June 1990. Because of the lateness in the season when the photographs were taken, most of the grasses were inactive and growth patterns could not be discerned.
The general health of those plants and shrubs that were active was good. No adverse impact was evident from Plant 2 operation.
D E This annual report, prepared by Washington Public Power Supply System, describes the aquatic, terrestrial and water quality programs for Nuclear Project No. 2 (WNP-2).
Joe Bell Manager, Plant Services Terry E. Northstrom Supervisor, Environmental Sciences Sara L. Lindberg Environmental Scientist I John E. McDonald Environmental Scientist I Deborah C, Singleton Environmental Scientist I Richard E. Welch Environmental Scientist I Todd A. Borak Environmental Scientist II Lana S, Schleder Environmental Scientist II Kathryn E. Humphreys Administrative Specialist
~u5yr ~TQg, Size and Weight .of Fish Used in Bioassay Test 3-7 Summary of Bioassay Parameters and Associated EPA Methods 3-8 3-3 Temperature and pH Measurements 3-9 3-4 Dissolved Oxygen and Conductivity Measurements 3-10 Total Alkalinity and Total Hardness Measurements 3-11 3-6 Magnesium and Calcium Measurements 3-12 3-7 Total Copper Concentrations 3-13 3-8 Total Zinc Concentrations 3-14 4-1 Summary of Water Quality Parameters, Stations, and 4-13 Sampling Frequencies, 1990 4-2 Summary of Water Quality Parameters EPA and ASTM Method 4-14 Numbers 4-3 Summary of Temperature Measurements for 1990 4-15 4-4 Summary of Dissolved Oxygen Measurements for 1990 4-16 4-5 Summary of pH Measurements for 1990 4-17 4-6 Summary of pH, Alkalinity and Hardness Measurements for 1990 4-18 Summary of Conductivity Measurements for 1990 4-19 4-8 Summary of Turbidity and Total Residual Chlorine Measurements for 1990 4-20 4-9 Summary of Copper Measurements for 1990 4-21 4-10 Summary of Nickel and Zinc Measurements for 1990 4-22 4-11 Summary of Iron and Lead Measurements for 1990 4-23 4-12 Summary of Cadmium and Chromium Measurements for 1990 4-24 4-13 Summary of Oil and Grease, and Ammonia Measurements for 1990 4-25 4-14 Summary of Nitrate and Total Phosphorus Measurements 4-26 for 1990 4-15 Summary of Orthophosphate and Sulfate Measurements 4-27 for 1990 4-16 Summary of Total Dissolved and Total Suspended Solids 4-28 Measurements for 1990 5-1 Vascular Plants Observed During 1990 Field Work 5-16 5-2 Vascular Plants Observed During 1975-1990 Field Work 5-19
(Continued) 5-3 Herbaceous Cover for Fifteen Sampling "Stations-1990 5-4 Mean Herbaceous Cover for 1975 Through 1990 5-24 Mean Frequency Values (L) by Species for Each Sampling 5-26 Station - 1990 5-6 Mean Terrestrial Phytomass for 1990 5-27 5-7 Comparison of Herbaceous Phytomass for 1975 Through 1990 5-28 5-8 Summary of Shrub Density for 1990 5-29 Summary of Shrub Cover,(1.) at. Five Stations for 1990 5-30 5-10 Summary 'of Soil Chemistry for 1990 5-31 5-11 Summaryof Vegetation Chemistry for 1990 5-32 5-12 Drift Sampler Locations in Reference to WNP-2 Cooling 5-33 Towers 5-13 Drift Deposition Rates (Gross and Background Corrected) 5-34 A-1 Plant Operational Data for Collection Period 1 A-1 A-2 Plant Operational Data for Collection Period 2 A-3 Plant Operational Data for Collection Period 3 A-4 Plant Operational Data 'for Collection Period 4 A-4 A-5 Plant Operational Data for Collection Period 5 A-5 A-6 Plant Operational Data for Collection Period 6 A-6 A-7 Plant Operational Data for Collection Period 7 A-7 A-9 Plant Operational Data for Collection Period 8 A-8 A-10 Plant Operational Data for Collection Period 9 A-9 A-ll Plant Operational Data for Collection Period 10 A-10 A-12 Plant Operational Data for Collection Period ll A-11 A-2 Plant Operational Data= for Collection Period 12 A-12 B-1 Meteorological Conditions for March 1989 B-l B-2 Meteorological Conditions for April 1989 B-2 B-3 Meteorological Conditions for May 1989 B-3 B-4 Meteorological Conditions for June 1989 B-4 B-5 Meteorological Conditions for July 1989 B-5
(Continued) 5yml~er Ti )~l e 8-6 Meteorological Conditions for August 1989 B-6 B-7 Meteorological Conditions for September 1989 B-7 B-8 Meteorological Conditions for October 1989 8-8 B-9 Meteorological Conditions for November 1989 B-9 B-10 Meteorological Conditions for December 1989 B-10 B-ll Meteorological Conditions for January 1990 B-ll B-12 Meteorological Conditions for February 1990 B-12 B-13 Meteorological Conditions for March 1990 B-13 C-1 Analytical Results for Each Sample Location April 1989 C-1 C-2 Analytical Resul,ts for Each Sample Location- May 1989 C-2 C-3 Analytical Results for Each Sample Location June 1989 C-3 C-4 Analytical Results for Each Sample Location July 1989 C-4 C-5 Analytical Results for Each Sample Location August 1989 C-5 C-6 Analytical Results for Each Sample Location September 1989 C-6 Analytical Results for Each Sample Location October 1989 C-7
~ Analytical Results for Each Sample Location November 1989 C-8 C-9 Analytical Results for Each Sample Location December 1989 C-9 C-10 Analytical Results for Each Sample Location January 1990 C-10 C-11 Analytical Results for Each Sample Location February 1990 C-11 C-12 Analytical Results for Each Sample Location March 1990 C-12
Ii Qe.
NNP-2 Gross Thermal Production for 1990 1-2 HNP-2 Days Per Month Discharging and Mean Monthly Discharge 1-3 NNP-2 Location Map 1-9 1-4 Columbia River Mean Monthly Flow for 1990 1-10 2-1 NNP-2 Property Boundary 2-3 3-1 Attachment 1.0, Test Plan 27 Secondary Chemistry Report 3-15 3-2 Attachment 2.0, Hater Chemistry Report 3-16 4-1 Location~ of Sampling Stations in the Columbia River 4-29 4-2 Sampling, Station Locations for, Hater Chemistry 4-30 4-3 Columbia'iver Temperature Measurements at Six Stations 4-31 During 1990 4 4 Columbia River Dissolved Oxygen Measurements at Four Stations 4-32 During 1990 4-5 Columbia River pH Measurements at Six Stations During 1990 4-33 4-6 Columbia River Total Alkalinity Measurements at Four Stations 4-34 During 1990 4-7 Columbia River Conductivity Measurements at Six Stations 4-35
~
During 1990 4-8 Columbia River Total Zinc Measurements at Four Stations 4-36 During 1990 4-9 Columbia River Total Iron Measurements at Four Stations 4-37 During ~1990 4-10 Columbia River Total Hardness Measurements at Four Stations 4-38 During, 1990 4-11 Columbia River Nitrate Nitrogen Measurements at Four 4-39 Stations During 1990 4-12 Columbia River Total Sulfate Measurements at Four Stations 4-40 During 1990 4-13 Columb'ia River Total Dissolved Solids Measurements at Four 4-41 Stations During 1990
(Continued)
NuZber j'1 i~1 Columbia River Total Suspended Solids Measurements at Four Stations During 1990 4-15 Columbia River Turbidity Measurements at Four Stations During 1990 5-1 Soil and Vegetation Sampling Location Map 5-2 Layout of Vegetation and Soil Sampling Plots 5-3 Mean Herbaceous Cover for 1975 Through 1990 Mean Herbaceous Cover, Mean Dry Height (g/m ), Total Precipitation, and Mean Temperature From 1982 Through 1990 5-5 Mean Herbaceous Phytomass at Grassland and Shrub Stations for 1975 Through 1990 5-6 Mean Herbaceous Cover and Phytomass for Stations G01 to G04 for 1980 Through 1990 5-7 Mean Herbaceous Cover and Phytomass for Stations G05 to G08 for 1980 Through 1990 5-8 Mean Herbaceous Cover and Phytomass for Stations S01 to S04 for 1980 Through 1990 Mean Herbaceous Cover and Phytomass for Stations S05 to S07 for 1980 Through 1990 5-10 Shrub Density at Five Stations for 1984 Through 1990 5-11 Mean Total Shrub Cover for 1975 Through 1990 5-12 Shrub Cover and Density for Five Stations for 1990 5-13 Soil pH and Conductivity for 1980 Through 1990 5-14 Soil Sulfate and Chloride for 1980 Through 1990 5-15 Soil Bicarbonate and Copper for 1980 Through 1990 5-16 Soil Lead and Nickel for 1980 Through 1990 5-17 Soil Cadmium and Zinc for 1980 Through 1990 5-1.8 Soil Chromium and Sodium for 1980 Through 1990 5-19 Soil Potassium and Calcium for 1980 Through 1990 5-20 Soil Magnesium for 1980 Through 1990 5-21 p t tl ( I> I 8 ~il'I d
~nrem by Station for 1984 Through 1990 vii
2Qa (Continued)
~~'J ~
~
PP 0 t ti I glg) 1 d 580~ C)dgJ559 by 5t tl f 195 Th gh 1990 0 0 t tl ( ig) \ 5)dgdg)88 aUdalJllm d 5-57
~~
PP f
by yt Chloride Concentration ('/.) in 1
1 ggjf~li by Station for 1984 Through 1990 19
~B ~ h h 1990
~gzgm and 5JZ 5-58 tl C) I ift JJ Cll Id C
~,by 8 d 5-59
~~
'J 1 5t ti .I' 98 Th gh 99 Id C t tl (5) I P 50898CI)( d 5-60
'y Chl by 5t tl I'984 Tl gh 1990 5 if t C 1 tl (5) I 9) I d lyygdtJPP 5-61
)JJJ by yt ti f 198 Th gh 990 If t t tl ('f) 1 8J~J d 5-62 Station for 555.'J 51 t~Zgm t
by t tl Station for (9) 1 958~ 1984 Through 1990 1984 Through 1990 d 5-63 Total Vegetation Copper, Chloride and Sulfate for 1990 S-6e Predicted Salt Deposition Patterns Out to 0.5 Mile 5-65 (0.8 km) (lb/acre/yr)
Predicted Salt Deposition Patterns Out to 6.9 Miles 5-66 (11.1 km) (lb/acre/yr)
Location Map of Cooling Tower Drift Monitoring Sites 5-67 Cooling Tower Drift Collection Vessel 5-68 Cumulative Wind Rose April 1989 Through March 1990 WNP-2 5-69 Meteorological Station 33 Foot Level Cumulative Wind Rose 1984 Through 1989 WNP-2 Meterological 5-70 Station 33 Foot Level Deposition'ate as a Function of Distance 5-71 Aerial Photography Flightlines 7-6
.0 Washington Public Power Supply System (Supply System) began site prepa-ration for Nuclear Plant Number 2 (WNP-2) near Richland, Washington in March 1973. WNP-2 loaded fuel in December 1983, reached approximately 75 percent thermal load in November 1984, and began commercial opera-
'ion in December 1984.
The Site Certification Agreement (SCA) for WNP-2, executed on May 17, 1972, between the State of Washington and the Supply System requires that ecological monitoring be conducted during the preoperational and operational phases of site, development and use. The Washington State Energy Facility Site Evaluation Council (EFSEC) approved a change in 1978 to the technical scope of environmental monitoring required by the SCA (EFSEC Resolution No. 132, January 23, 1978). In 1980, the aquatic and water quality portions of the preoperational monitoring program were terminated (EFSEC Resolution No. 166, March 24, 1980).
The following year the preoperational and operational terrestrial monitoring program scope for WNP-2 was modified (EFSEC Resolution No.
193, Hay 26, 1981). Prior to operation, the council reviewed the preoperational aquatic monitoring data and approved the operational monitoring program (EFSEC Resolution No. 214, November 8, 1982).
The Supply System in 1974 retained Battelle Pacific Northwest Labora-tories (BNW) to conduct the preoperational aquatic monitoring for WNP-2. The results of aquatic studies performed from September 1974 through August 1978 are presented in various reports (Battelle 1976, 1977, 1978, 1979a and 1979b). From August 1978 through March 1980 the aquatic studies were performed by Beak Consultants, Inc. (Beak 1980).
In 1982 the Supply System analyzed the 1974-1980 aquatic data and presented the results and a recommended operational monitoring program to EFSEC (Mudge et. al., 1982). The operational program was accepted with minor modifications and initiated in March 1983. Due to
operational conditions, the plant did not consistently discharge liquid effluents until the fall of 1984. Figures l-l and 1-2 present summaries'f electrical generation and monthly discharges for 1990.
Terrestrial monitoring was initiated in 1974 and was conducted by BNW until 1979 (Rickard and Gano, 1976, 1977, 1979a, 1979b). Beak Consultants, Inc. performed the vegetation monitoring program from 1980-1982 (Beak 1981, 1982a, 1982b). Since 1983, Supply System scientists have been responsible for the vegetation aspects of the program (Northstrom et. al. 1984; Supply System 1985, 1986, 1987, 1988, 1989). During 1981, the animal. studies program was taken over by Supply System scientists and results were reported annually (Schleder 1982, 1983, 1984; Supply System 1985, 1986, 1987, 1988, 1989). The first comprehensive operational environmental report was prepared by Supply. System scientists in 1984 (Supply System 1985).
During their regular meeting of September 14, 1987 the Energy Facility Site Evaluation Council approved Resolution No. 239 which adopted a long-term environmental monitoring program for WNP-2. This decision was based upon, the council's examination of the document titled 3gv1ew f nvi m n 1 M ni rin Pr r f WNP- wi h mm n r D n in in i (Davis and Northstrom, 1987).
This report presents the results of the Ecological Monitoring Program (ENP) for the period January 1990 through December 1990.
1.2 TffT '/TED.,
The WNP-2 plant site is located 19 km (12 miles) north of Richland, Washington in Benton County (Figure 1-3). The Supply System has leased 441 hectares (1089 acres) from the U.S. Department of Energy's Hanford Site for WNP-2.
1-2
WNP-2 lies within the boundaries of the Columbia Basin, an extensive area south of the Columbia River between the Cascade Range and Blue Mountains in Oregon and approximately two thirds of the area lying east of the Cascades in Washington. The plant communities within the region are described as shrub-steppe communities consisting of various layers of perennial grasses overlayed by a discontinuous layer of shrubs. In general, moisture relations do not support arborescent species except along streambanks. Approximately 5 km (3.25 miles) to the east, the site is bounded by the Columbia River. In August of 1984 a range fire destroyed much of the shrub cover which occupied the site and temporarily modified the shrub-steppe associations which were formerly present.
The aquatic and water quality sampling stations are located near the west bank of the Columbia River at mile 352. Sampling was limited to the main channel Benton County side which, near the site, averages 370 meters (1200 feet) wide at a river elevation of 105 meters (345 feet>
above sea level and ranges to 7.3 meters (24 feet) deep. Sampling stations have been established in the river both upstream and down-stream from the plant intake and discharge structures, The river-level in this area fluctuates considerably diurnally and from day-to-day in response to release patterns at the Priest Rapids Dam (River Mile 397). These fluctuations cause large areas of river bottom to be alternately exposed and covered. The river bottom within the study area varies from exposed Ringold conglomerate to boulders, cobble, gravel, and sand. River velocities at the surface average approxi-mately 2 meters (5 to 6 feet) per second in this area of the river, and water temperature varies from approximately 0 to 22'C.
The flow of the Columbia River at WNP-2 is controlled by releases from Priest Rapids Dam. The minimum flow, measured at the USGS stream-quality station located at river mile 388.1 near the Vernita bridge, was 58,400 cfs (cubic feet per second), while average and maximum flows in 1989 were 134,022 cfs and 322,000 cfs, respectively (Figure 1-4) .
The terrestrial sampling locations are all within an 8 km (5 mile) radius from WNP-2. The topography is flat to gently rolling, gradually increasing from an elevation of 114 meters (375 feet) at the riparian sampling locations to approximately 152 meters (500 feet) at more distant shrubgrass sample stations.
.3 ILBLIGG Battelle Pacific Northwest Laboratories. 1976. Aquatic ecological studies conducted near WNP-1, 2, and 4, September 1974 through September 1975. 'upply System Columbia River ecology studies Vol. 2.
Richland, WA.
Battelle Pacific Northwest Laboratories. 1977. Aquatic ecological studies near WNP-l, 2, and 4, October 1975 through February 1976.
Supply System Columbia River Ecology Studies Vol. 3. Richland, WA.
Battelle Pacific Northwest Laboratories. 1978. Aquatic ecological studies near WNP-1, 2, and 4, March through December 1976. Supply System Columbia River ecology studies Vol. 4. Richland, WA.
Battelle Pacific Northwest Laboratories. 1979a. Aquatic ecological studies near WNP-l, 2, and 4, March through December 1977. Supply System Columbia River ecology studies Vol. 5. Richland, WA.
Battelle Pacific Northwest Laboratories. 1979b. Aquatic ecological studies near WNP-l, 2, and 4, January through August 1978. Supply System Columbia River ecology studies Vol. 6. Richland, WA.
Beak Consultants, Inc. 1980. Aquatic ecological studies near WNP-1, 2, and 4, August 1978 through March 1980. Supply System Columbia River ecology studies Vol. 7. Portland, OR, Beak Consultants, Inc. 1981. Terrestrial monitoring studies near WNP-1, 2, and 4, May through December 1980. Portland, OR.
1-4
Beak Consultants, Inc. 1982a. Terrestrial monitoring studies near WNP-1, 2, and 4, May through December 1981. Portland, OR.
Beak Consultants, Inc. 1982b. Preoperational terrestrial monitoring studies near WNP-l, 2, and 4, May through August 1982. Portland, OR.
Davis, W. III and T.E. Northstrom. 1987. Review of the environmental monitoring program for WNP-1 with recommendations for design of con-tinuing studies. Washington Public Power Supply System, Richland, WA.
Mudge, J.E., T,B. Stables, W. Davis III. 1982. Technical review of the aquatic monitoring program of WNP-2. Washington Public Power Supply System, Richland WA.
Northstrom, T.E, J.L. Hickam and T.B. Stables. 1984. Terrestrial monitoring studies for 1983. Washington Public Power Supply System, Richland, WA.
Rickard, W.H. and K.A. Gano. 1976. Terrestial ecology studies in the vicinity of Washington Public Power Supply System Nuclear Power Projects 1 and 4. Progress report for the period July 1974 to June 1975. Battelle Pacific Northwest Laboratories, Richland, WA.
Rickard, W,H. and K.A. Gano. 1977. Terrestial ecology studies in the vicinity of Washington Public Power Supply System Nuclear Power Projects 1 and 4. Progress report for 1976. Battelle Pacific North-west Laboratories, Richland, WA.
Rickard, W.H. and K.A. Gano. 1979a. Terrestial ecology studies in the vicinity of Washington Public Power Supply System Nuclear Power Projects 1 and 4. Progress report for 1977. Battelle Pacific Northwest Laboratories, Richland, WA.
Rickard, W.H. and K.A. Gano. 1979b. Terrestial ecology studies in the vicinity of Washington Public Power Supply System Nuclear Power Projects 1 and 4. Progress report for 1978. Battelle Pacific Northwest Laboratories, Richland, WA.
1-5
Schleder, L.S. 1982. Preoperational animal studies near WNP-1, 2 and
- 4. Annual report for 1981. Washington Public Power Supply System, Richland, HA.
Schleder, L.S. 1983. Preoperational animal studies near WNP-1, 2 and
- 4. Annual report for 1982.=- Washington Public Power Supply System, Richland, WA.
Schleder, L.S. 1984. Preoperational animal studies near HNP-l, 2 and
- 4. Annual report for 1983. Washington Public Power Supply System, Richland, WA.
Washington Public Power Supply System. 1985. Operational ecological monitoring program for Nuclear Plant 2. Annual report for 1984.
Richland, WA.
Washington Public Power Supply System. 1986. Operational ecological
'monitoring program for Nuclear Plant 2. Annual report for 1985.
Richland, HA.
Washington Public Power Supply System. 1987. Operational ecological monitoring program for Nuclear Plant 2. Annual report for 1986.
Richland, WA.
Washington Public Power Supply System. 1988. Operational ecological monitoring program for Nuclear Plant 2. Annual Report for 1987.
Richland, HA.
Public Power Supply System. 1989. Operational ecological
'ashington monitoring program for Nuclear Plant 2. Annual Report for 1988.
Richland, WA.
Washington Public Power Supply System. 1990. Operational ecological monitoring program for Nuclear Plant 2. Annual Report for 1989.
Richland, HA, 1-6
MWH/MONTH THERMAL (MILLIONS)
- 3. 00 2.75
- 2. 50
- 2. 25 2.00 1.75 1.50
- 1. 25 1.00
- 0. 75
- 0. 50 0.25 0.00 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MONTH FIGURE 1-1 HNP-2 GROSS THERMAL PRODUCTION FOR 1990
DAYS/MONTH DISCHARGE M EAN Dl SCH ARG E GAL/DAY X 100000 35 36 30 30 25 25 20 20 15 10 JAN FEB IYIAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1990 RR DAYS m GPD
\
FIGURE 1-2 NNP-2 DAYS PER MONTH DISCHARGE AND MEAN MONTHLY DISCHARGE
5 311C 0 3110 5 311C 3110 o& 0 313A 3l30
~ waswecsaw
~
sal cc eeaa
~
', I'1i 0
rscre aae OO ~ e rc
~ ass%
5l
~ Legend
~ spraws Casa le%
iree I Qrasw lssal ssswsac tewc Uas wsw Sssw Tenon
~ ~
ssrrsr Ure wss ssssc salas
~ ease Urw wsss waassa svss
/sacs llse a se ursa acsscsac sclssstlrW 5sa 343e o 34ii D ascarcssa Sssa UWI Pl IeWssel ssa Qsrs Sl IlcsHcsall arcs slws IO Wscrs wancsl Slsrs Owl l4cosayss laresc 5IIO Osswsrc SCIW 11 WL FIGURE 1-3 NNP-2 LOCATION MAP 1-9
FLOW (KCFSj 336 308 280 252 224 196 168 140 112 84 56 28 JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC MONTH I MAX/MIN + MEAN FIGURE 1-4 COLUMBIA RIVER MEAN MONTHLY FLOH FOR 1990
- 2. 0 N TAB E ENVI NNENTA B RVATI N
~NT II Any occurrence of an unusual or notable event that indicates or could result in a significant environmental impact causally related to plant operation shall be recorded and reported to the NRC within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> followed by a written report. The following are examples: excessive bird impaction events, onsite plant or animal disease outbreaks, mortality or unusual occurrence of any species protected by the Endangered Species Act of 1973, fish kills, increase in nuisance organisms or conditions, and a significant, unanticipated or emergency discharge of waste w'ater or chemical substances.
- 2. 2 ~)~D Weekly ground surveys were conducted from January 1st through December 31st to document the occurrence of unusual species or events within the property boundary of WNP-2 (Figure 2.1). Additional information was supplied by security and environmental personnel.
- 2. 3 gQ~T There were no unusual or notable events which resulted in significant environmental impacts from the operation of WNP-2.
There were, however, some 'general observations worth noting.
Tt I I-N111 d I (II, I ) t t I resident during spring periods, with several nesting pairs sighted in the shrub-steppe communities surrounding WNP-2.
2-1
hb\g l.lith~,>1plgtl of the Hanford Reservation, fd t with several sightings being reported from locations within WNP-2's site area boundary. Of particular note during 1990, was the establishment of a nesting pair at the edge of a gravel parking lot, immediately northeast of Plant 2. Although the pair was continuously subjected to disturbances from human activities (a major access road and railroad bordered the burrow on each side),
their breeding attempt was successful. On May 25, a total of four young were observed at the burrow entrance. Several more observations of the owls were reported in early June.
Spring 1990 produced one 'of the largest grasshopper hatches in recent memory, Vegetation in some areas was severely impacted. In late May, a large population of gulls were using the grasshoppers as a major food source. Feeding groups numbering from a few individuals to several dozen birds were routinely sighted at several locations near WNP-2.
There were no unanticipated or emergency discharges of water or wastewater during the reporting period.
2-2
ASHE SUBSTATION ROAD QN SECURITY RANGE ROAD FIRING H.J. ASHE RANGE r
SUBSTATION I
II I
WNP-2 RIVER PUMP-HOUS n PUMP HOUSE ROAD PUMP- HOUSE ROAD 0 QO~
OO WNP-2 II PROPERTY LINE
~0 II I
SANITARY'OC I WASTE FACILITY WNP-1 I EMERGENCY RESPONSEI BENTON PLANTSUPPORT FACILITY SWITCHING STATION O
WNP-2 0 K
ACCESS ROAD O
0 FIGURE 2-1 WNP-2 PROPERTY BOUNDARY
3.0 FI H BI 3.1 A bioassay using chinook salmon ( rh h ) was per-formed from October 20 through October 24; 1990, in compliance with Special Condition S4 of the WNP-2 National Pollutant Discharge Elimination System Waste Discharge Permit (NPDES No. WA-002515-1).
Specifically, the permit requires 96-hour flow-through testing in 01.
(control) and 1001. effluent concentrations. An 801. or greater survival rate in 1001. effluent is specified as the successful test criteria.
At the time of the test, normal operating conditions for WNP-2 were characterized by 1001. power production and a recirculating cooling water system exhibiting 12 cycles of concentration. Calgon PCL 8125 is added to the recirculating water to inhibit corrosion of the admiralty brass condenser tubes. In addition, chlorine and sulfuric acid are introduced to the system on a routine basis for biofouling treatment and pH adjustment, respectively. Recirculating cooling water blowdown (effluent) is discharged on a continuous basis except during periods of biofouling treatment. Following a treatment, discharge is resumed when total residual halogen concentration meets permit requirements (less than or equal to 0,1 mg/1). The discharge rate during the bioassay averaged 1350 gpm, ranging from a low of 1200 gpm on October 20 to a high of 1500 gpm on October 24, 1990.
Secondary Chemistry Program Data (Attachment 1) includes information on the chemical composition of the recirculating water system (CW) for a sample taken on October 23, 1990.
3.2 The bioassay generally adhered to the requirements set forth in EPA Publications "Methods for Measuring the Acute Toxicity of Effluents to 3-1
Freshwater and Marine Organisms," 1985, and "Quality Assurance Guide-lines for Biological Testing," 1978. Specific methodology is provided in Environmental Programs Instruction 13.2.11, "WNP-2 Aquatic Bio-assays" and "Environmental Sciences and Plant Support Chemistry Quality Assurance Manual," (Washington Public Power Supply System, 1990).
The bioassay test facility is situated on the west bank of the Columbia River directly ad]acent to the WNP-2 makeup water pumphouse.
Effluent used for the test was diverted from the discharge pipe and .
pumped to the test facility. Control (dilution) water was untreated Columbia River 'water pumped from the makeup water pumphouse directly to the test facility. Water Quality Program data from a Columbia River monitoring station sample taken October 2, 1990 provides information as to the chemical makeup of the control (dilution) water (Attachment 2).
Temperature control for the holding tank water and the 01. (control) and 1001. plant effluent solutions was provided by a 200,000 BTU capacity chiller and an in-house designed temperature conditioning unit. A system of heat exchangers, flow and temperature control valves, water heater, and controllers produced a test water temperature of 12 C, controllable to within +/-1 C.
The chinook salmon juveniles utilized for the bioassay were obtained from the Washington Department of Fisheries, Ringold Hatchery on October 4, 1990, The fish were acclimatized in a 2000-liter capacity holding tank for 14 days. The water temperature of the holding tank was gradually. reduced from an initial temperature of 15.9 C (which approximated the temperature of the hatchery holding pond) to the desired test,,temperature at 12'C four days prior to the start of the 96-hour test. At no time did the change in temperature exceed 3 C in a 12-hour period. A commercial fish food (Bio-Dry by Bioproducts) was utilized, with food size and feeding rates as used at the hatchery.
Fish were not fed for 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> prior to handl'ing or during the 96-hour test.
3-2
The flow-through system consisted of six 132.5-liter capacity'glass aquaria, each containing a volume of approximately 114 liters. The system included three control (1001. Columbia River water) and three toxicant (100'/. plant effluent) aquaria selected on a random basis.
Aquaria flow rates were approximately 1.43 liters/minute/aquaria.
Water temperature in both the control and toxicant head boxes was monitored continuously by use of an Astro-Med Dash 2 recorder.
Control water (Columbia River) flow to all six aquaria was initiated at 2400 hours0.0278 days <br />0.667 hours <br />0.00397 weeks <br />9.132e-4 months <br /> on October 6, 1990. At 1400 hours0.0162 days <br />0.389 hours <br />0.00231 weeks <br />5.327e-4 months <br /> on October 17, 1990, ten fish were distributed to each aquaria, two per tank, in a stratified random manner. The aquarium loading factor was-approximately 180 grams or 1.58 g/liter.
Fish were acclimatized in the aquaria at 100'/. control water for 48 hours5.555556e-4 days <br />0.0133 hours <br />7.936508e-5 weeks <br />1.8264e-5 months <br /> prior to toxicant (plant effluent) introduction. The 96-hour test was begun by siphoning down the aquaria (including controls) until there was approximately 23 liters of water remaining, and then toxicant flow was initiated to,the test aquaria. Control aquaria were allowed to refill with river water. The aquaria were checked for mortalities twice per day.
Fork lengths and wet weights were determined by anesthetizing and measuring control fish at the end of the test (Table 3-1). All fish surviving the test were released to the Columbia River.
Temperature, dissolved oxygen, pH and conductivity were measured daily in the control and toxicant head boxes, and each aquaria. Grab water samples were collected daily from the control and toxicant head boxes and each aquaria, and analyzed for calcium, magnesium, alkalinity, total copper, and total zinc.
l The pH and temperature measurements were made with an IBM Model EC105-2A portable pH meter. Prior to each use the instrument was 3-3
calibrated using pH standards of 4.0, 7.0, and 10.0. If necessary, the probes were 'adjusted to within 0.1 unit of the standards. The temperature probe was calibrated against an NBS-traceable thermometer.
Dissolved oxygen measurements were made using a Yellow Springs Instrument (YSI) Model 57 meter. The meter was air-calibrated prior to each use per manufacturer's instruction. In addition, Hinkler D.O.
measurements were made prior to the bioassay and results compared to the Model 57 meter.
Conductivity measurements were made with a YSI Model 33 meter. Daily measurements using conductivity standards were performed.
Sample holding'times followed those recommended by the U.S. Environ-mental Protection Agency (USEPA 1983). Analyses were performed per USEPA (1983) approved methods (Table 3-2).
3.3 ND No fish mortal,ities were observed in any of the control <0'/. effluent) or toxicant (1001. effluent) aquaria. This result is in agreement with several static bioassays conducted at NNP-2 during 1984 and 1985 (Supply System, 1986) .
Temperature measurements remained fairly constant throughout the test period. Only slight variations occurred between control and toxicant solutions. All measurements were within the required range of 12 C +/-1'C (Table 3-3). The pH values are presented in Table 3-3.
Discharge water (toxicant) exhibited a value about one unit higher than the control values.
Dissolved oxygen measurements were fairly constant. Discharge aquaria averaged approximately 2 mg/1 less than control aquaria throughout the bioassay (Table 3-4). Conductivity measurements (Table 3-4) demon-strate the difference in concentration (cycles) between control (Columbia River) and toxicant <100/. effluent) water sources.
3-4
Total alkalinity measurements for both the control and toxicant aquaria remained constant throughout the bioassay. Discharge values were approximately four times higher than control values (Table 3-5).
Total hardness values given in Table 3-5 are indicative of the cycles of'oncentration. Hardness was determined by calculation from magnesium and calcium measurements (Table 3-6). The number of cycles of concentration of discharge water ranged from approximately 11.6 at the start of the test to 10.1 at the end of the test period. This calculation is based on calcium levels recorded from control and toxicant head boxes.
Copper and zinc concentrations are presented in Tables 3-7 and 3-8, respectively. The elevated levels in the discharge water may be
. attributed to corrosion of the condenser tubes and system piping as well as concentration of metals in the makeup water. These values are considerably lower than the concentrations observed during the static bioassays of 1984/1985. A discussion of the chemical composition of Calgon PCL 8125 and its ability to chemically bind toxic metal forms is presented in the "Operational Ecological Monitoring Program for Nuclear Plant No. 2, 1985 Annual Report" (Supply System, 1986).
- 3. 4 ~F~F~
a f in r H w r, 16th Edition, APHA, AHWA, HPCF, Washington, D.C., 1985 fr h i A f W r W , EPA-0600/4-79-/020, Environmental Monitoring and Support Laboratory, Environmental.
Protection Agency, Cincinnati, Ohio 1983 "Environmental and Plant Support Chemistry Laboratory Quality Assurance Manual," Washington Public Power Supply System, 1990 3-5
rin h A i f ff n F hw M rin E il I- I .E I tt t tt March 1985 1 rBi EPA/600/4-78/043, Environmental Protection Agency, 1978 im hr n vi W hw r r EPA/600/4-85/014, December 1985 "Operational Ecological Monitoring Program for Nuclear Plant No. 2, 1985 Annual Report," Washington Public Power Supply System, 1986 "WNP-2 Aquatic Bioassays," Environmental Programs Instruction 13.2.11, Washington Public Power Supply System, 1990 3-6
Table 3-1. Size and Weight of Fish used in Bioassay Test.
F r 5J~i'i ~Av r~ ~an ~vrk9R ~~nC Chinook 30 11.0 8.9 16.2 15.6 8.5 50.8 3-7
Table 3-2. Summary of Bioassay Parameters and Associated EPA Methods.
Hater Temperature ( C) 170.1 Conductivity (us/cm) at 25'C 120.1 Dissolved Oxygen (mg/1) 360.1 360.2 pH (su) 150.1 Total Alkalinity (Mg/1 as CaC03) 310.1 Total Hardness (mg/1 as CaC03) 130.2 Calcium 200.7 Magnesium 200.7 Total Copper (ug/1 as Cu) 220.2 200.7 Total Zinc(ug/1 as Zn) 289.2 200.7 3-8
Table 3-3. Temperature and pH Measurements Temperature ('C) pH
@~I~i Emily< ~~ri
% Discharge Conc. X Discharge Conc. % Discharge Conc. % Discharge Conc.
Sample
~D 10/20/90 11.4 11.6 11.7 11.9 7.91 8.63 7.71 8. 57 11.7 11.8 . 7.74 8.62 11.7 11.9 7.81 8.62 10/21/90 11.7 12.1 11.9 12.4 7.87 8.67 7.82 8.61 11.9 12.5 7.81 8.67 12.0 12.5 7.84 8.66 10/22/90 12.3 12.1 12.7 13.0 7.88 8.69 7.87 8.64 12.7 13.0 7.90 8.67 12.7 13.0 7.89 8.66 10/23/90 12.0 12.5 11.9 12.3 7.95 8.65 7.95 8.63 11.9 12.3 7.91 8.66 11.9 12.3 7.92 8.65 10/24/90 11.8 12.1 12.0 12.5 7.95 8.60 7.93 8.55 12.0 12.3 7 '2 8.61
- 11. 9 12.2 7.93 8.57
Table 3-4. Dissolved Oxygen and Conductivity Measurements Dissolved Oxygen (mg/1) Conductivity (uS/cm)
He ULCC mmar~
X Discharge Conc. X Discharge Conc. 'L Discharge Conc. 4 Discharge Conc.
Sample
~D 10/20/90 10.2 8.5 10. 5 8.9 98 1050 100 900 10.2 9.9 99 900 10.4 9.3 103 890 10/21/90 9.8 7.8 9.4 7.8 100 1050 99 1000 9.5 7.8 99 1020 9.6 7.9 100 1000 10/22/90 10.0 7.7 9.5 7.7 100 970 100 950 9.5 7.8 100 970 9.5 7.8 100 970 10/23/90 10.2 8.0 9.9 8.2 90 890 97 900 9.9 8.2 .97 900 9.9 8.2 98 900 10/24/90 9.9 7.8 9.6 7.8 790 99 850 9.5 7.9 98 860 9.6 7.8 100 850
Table 3-5. Total Alkalinity and Total Hardness Measurements Total Alkalinity (mg/1) Total Hardness (mg/1) kg~i
'L Discharge Conc. 'L Discharge Conc. 'L Discharge Conc. 4 Discharge Conc.
Sample
~D 10/20/90 54.0 197.0 53.0 177.0 65.2 768 64.7 689 54.0 180.0 64.0 656 55.0 176.0 64.2 666 10/21/90 54.0 194.0 55.0 196.0 63.7 735 64.1 595 54.0 197.0 62.1 717 54.0 197.0 62.9 740 10/22/90 54.0 190.0 54.0 191.0 64.0 678 62.3 683 54.0 192.0 61.6 670 54.0 188.0 63.3 665 10/23/9054.0 196.0 53.0 202.0 61.5 633 61. 6 652 54.0 200.0 60.7 613 54.0 202.0 62.9 655 10/24/90 55.0 179.0 55.0 180.0 61.4 615 63.0 610 54.0 180.0 62.9 660 54.0 179.0 61. 6 595
Table 3-6. Magnesium and Calcium Measurements
, Magnesium (mg/1) Calcium (mg/1)
Hmf~B
'4 Discharge Conc. '/. Discharge Conc. L Discharge Conc. 'L Discharge Conc.
Sample
~D 10/20/90 4.2 52.0 4.2 46.0 19.2 222.0 19.0 200.0 4.2 44.0 18.7 190.0 4.2 44.0 18.8 194.0 10/21/90 4.3 50.0 , 4.3 42.0 18.4 212.0 18.6 169.0 4.1 48.0 18.1 208.0 4.1 50.0 18.4 214.0 10/22/90 4.2 46.0 4.2 46.0 18.7 196.0 18.0 198.0 4.1 44.0 17.9 196.0 4.2 44.0 18.4 194.0 10/23/90 4.0 42.0 4.1 42.0 18.0 184.0 17.9 192.0 4.0 48.0 17.7 167.0 4.1 44.0 18.4 190.0 10/24/90 4.1 40.0 4.2 40.0 17.8 180.0 18.3 178.0 4.1 44.0 18.4 192.0 4.1 40.0 17.9 172.0
Table 3-7. Total Copper Concentrations (ppb) 1 D Percent Discharge October October October October October 24 Sample L~tim n ~hr 20
~4hr 21
~4r 22
) ~~h) 23 hr Head Box 0.3 0.8 1.6 1.3 1.2 100 81.0 78.0 78.0 75.0 71.0 Aquaria (3) 0.4 0.5 1.0 1.2 0.4 0.3 1.0 0.3 0.3 0.9 0.4 100 70.0 78.0 76.0 73.0 67.0 100 72.0 76.0 77.0 75.0 68.0 100 68.0 76.0 75.0 73.0 69.0
Table 3-8. Total 2inc Concentrations (ppb) 1 D Percent Sample Discharge October 20 October 21 October 22 October 23 October 24 Laa~n n ~LhcQ Head Box 2.0 2.0 2.0 3.0 100 87.0 64.0 59.0 64.0 60.0 Aquaria 0 4.0 4.0 2.0 4.0 4.0 4.0 3.0 4.0 2.0 1.0 1.0 100 59.0 61.0 63.0 62.0 55.0 100 62.0 63.0 61.0 62.0 57.0 100 55.0 62.0 58.0 61.0 57.0
- Less than detection limit.
DATE- 18/25/98 DIC: 1444.27 ENVIRONMENTAL AND PLANT SUPPORT CHEMISTRY LABORATORY TEST PLAN 27 SECONDARY CHEMISTRY REPORT TERRY NORTHSTROM EXT. 8462 RICK WELCH EXT. 8324 SAMPLE ¹: 3197. DATE RECKIVED: 18/23/98 LOCATION: CW CUSTOMER: R. ED WELCH DATE COMPLET REVIEWED BY: T. NORTHSTROM 7 ANALY ". E G TOTAL METALS (mg/1)
B C CALCIUM 198 ALUMINUM 8.12 89 MAGNESIUM 48 F 1 MANGANESE 8.818 88 SODIUM 45 POTASSIUM 7.8 COPPER 8.863 91 CHROMIUM <8.886 89.
ZINC 8 '52 91 PHOSPHORUS 4.2 NICKEL 8 83 84 SULFUR 149 IRON 8 '3 83 SILICON 24.3 DISSOLVED METALS. (mg/1)
CALCIUM . 175 ALUMINUM <8.83 MAGNESIUM 38.6 MANGANESE 8 883 SODIUM POTASSIUM 6+3 COPPER 8.858 CHROMIUM <Q.QQ6 ZINC 8.849 PHOSPHORUS 3.9 NICKEL IRON 8
8
'2
'43 SULFUR SILICON 148 22.8 INORGANIC NON-METALS AND PHYSICAL PROPERTIES B C SULFATE 418 PHOSPHATE Q.B6 CHLORIDE 22 FLUORIDE 8.82 pH 8.58 NITRATE 1 ~ 2 CONDUCTIVITY 113B uS CALCULATED RESULTS CYCLES (Ca) 18.6 CALGON PCL-8125 SI02 48 79 mg/1 (P BASIS) 85.92 mg/1 LEGEND COLUMN:
A SAMPLE ANALYSIS RESULTS B SPIKE SAMPLE RESULTS (% RECOVERY)
C OC SAMPLE RESULTS (% OF TRUE VALUE) 3-1 Attachment 1.0 3-15
e.
REPORT DATE:82/i2/9i ENVIRONMENTAL AND PLANT SUPPORT CHEM1STRY LABORATORY WATER CHEMISTRY REPORT TERRY NORTHSTROM EXT. 8462 SARA LINDBERG EXT. 8825 SAMPLE 8 2124. DATE RECEIVED: 18/82/98 DESCRIPTION: WATER QUALITY 9i-i CUSTOMER: RE WELCH DATE COMPLETED i2/87/98 ANALYST: REVIEWED BY:
DATE SAMPLE TAKEN:
NALYSIS AMMONIA NITROGEN 8.8i6 (mg/1) NITRATE NITROGEN <d 1 (mg/1)
SULFATE 8.97 (mg/1) TEMPERATURE 17.8 (C)
DISSOLVED OXYGEN 18.8 (mg/1) CONDUCTIVITY 1 ~4. 1 (ua/cm/25C)
TOTAL RESIDUAL CL <8.85 (ug/1) OIL 5 GREASE <8.5 (mg/1)
TOTAL PHOSPHORUS 8 '16 (mg/1) ORTHOPHOSPHORUS
- Z INC ~. 9 (ug/1 > NICKEL 8 2
~ (ug/1 )
CHROMIUM 8 28
~ (ug/1 ) IRON 58. 8 (ug/1 ) LEAD 8. 4 i (ug/1 )
CADMIUM <8. 1 (ug/1 )
3-2 Attachment 2.0 3-16
4.0 UUZJIKJL The water quality monitoring program documents the chemical character of the Columbia River in the vicinity of the WNP-2 discharge. The monitoring data is used to assess if chemical changes in the Columbia River result from WNP-2 cooling tower blowdown. The program is per-formed to comply with EFSEC Resolution No. 239.
4.2 M Columbia River surface water was sampled monthly January 1990 through December 1990. Samples were collected near River Mile 352 from four stations numbered 1, 7, ll, and 8 (Figures 4-1, 4-2). Station 1 is upstream of the WNP-2 intake and discharge and represents a control.
Station 7 is in the center of the mixing zone approximately 45 meters (150 feet) downstream of the discharge and provides a measure of near-field discharge effects. Station 11, at 91 meters (300 feet) down-stream from the discharge, represents the extremity of the mixing zone allowed by WNP-2's National Pollutant Discharge Elimination System (NPDES) permit. Sub-stations 11M and 118 sample water from middle and bottom depths, respectively. Station 8 is approximately 568 meters (1870 feet) downstream from the discharge and represents a location where the discharge is well mixed in the Columbia River:
Plant discharge water (P.H.Dis.) was sampled monthly during 1990.
Samples were collected from the discharge pipe, at a sample point located in the WNP-2 makeup water pumphouse, immediately prior to its entering the Columbia River.
The samples were analyzed for temperature, dissolved oxygen (DO), pH, conductivity, turbidity, total alkalinity, total hardness, filterable residue (total dissolved solids), nonfilterable residue (total sus-pended solids), ammonia-nitrogen, nitrate-nitrogen, total phosphorus, 4-1
orthophosphorus, sulfate, oil and grease, total residual chlorine, total copper, total iron, total zinc, total nickel, total lead, total cadmium and total chromium. A summary of water quality parameters, stations and sample frequencies is presented in Table 4-1.
Discharge samples were analyzed for total copper, total iron, total zinc, total nickel, total lead, total cadmium and total chromium.
4.2.1 m Columbia River samples were collected by boat approximately 300 feet from the Benton County shore. Temperature, conductivity, dissolved oxygen, and pH were determined in-situ with portable instruments.
Water for total metal, conductivity, sulfate, orthophosphorus, ammonia-nitrogen, nitrate-nitrogen, turbidity, total alkalinity and total hardness analyses was collected in one-liter polypropylene cubitainers and kept on ice until delivered to the Supply System's Environmental Programs Laboratory (EPL). Hater for total copper analysis from Stations llM and 11B were collected in 125 ml nalgene bottles with an All-Teflon pump and Tygon tubing. In the laboratory the metals samples were acidified to 0.5'/ with concentrated nitric acid. Determinations for filterable residue, non-filterable residue, total phosphorus, and total residual chlorine were made on water samples collected in 3.8-liter polypropylene cubitainers and kept on ice unti 1 delivered to the Supply System's Radiological Services Laboratory (RSL). Hater for oil and grease analysis was skimmed from the surface into solvent rinsed borosilicate glass bottles. After collection, samples were placed on ice and transported to the RSL for analysis.
Discharge samples were collected in one-liter polypropylene cubi-tainers and kept on ice until delivered to the EPL for analysis.
During the annual plant maintenance outage (May through July) only Station 1 (control) samples were collected.
4-2
4.2.2 Surface temperature and dissolved oxygen measurements were made using a Yellow Springs Instruments (YSI) Model 57 meter. Temperature was recorded to within 0.1 C after the probe had been allowed to equili-brate in the river for a minimum of one minute. The field probe was calibrated monthly, against an NBS-traceable thermometer in the laboratory.
The DO meter was air-calibrated prior to each field sample date per manufacturer's instruction. In addition, Winkier DO measurements were made every month and results were compared to the field probe.
Conductivity measurements were made with a YSI model 34 meter. Prior to each sample date, measurements of conductivity standards were performed.
pH measurements were made with an IBM Model EC105-2A portable pH meter. Prior to each use the instrument was calibrated using pH standards of 4.0, 7.0, and 10.0. If necessary, the probes were adjusted to within 0.1 unit of the standards.
4.2.3 r r Total metals, sulfate, conductivity, orthophosphorus, ammonia-nitrogen, nitrate-nitrogen, turbidity, total alkalinity and total hardness were determined by Supply System Environmental Programs personnel. The remaining analyses were performed by Supply System's Radiological Services personnel. Sample holding times followed those recommended by the U.S. Environmental Protection Agency (USEPA 1983).
Analyses were performed per USEPA (1983) and ASTM approved methods (Table 4-2).
4 3
4 3 JK2KZS Data obtained during the annual maintenance period (May through July) is not included in table summaries.
4.3.1 Columbia River temperatures varied seasonally with a minimum tempera-ture of 3.3 C at Stations 1, 7, ll and 8 on February 15th and a maximum of 19.6'C at Stations llM and 11B on August 15 (Table 4-3).
River temperatures measured in 1990 are presented graphically in Figure 4-3.
4.3.2 D The mean and range of DO measurements for each sample station are presented in Table 4-4. Columbia River DO concentrations ranged from 9.3 mg/1 at Station 7 in September to 13.6 mg/1 at Station 7 The mean DO concentrations ranged from 11.1 mg/1 at Stations 7 in'pril.
and 8 to 11.2 mg/1 at Stations 1 and 11.
DO concentrations were inversely related to river temperature as would be expected from 'solubility laws. DO levels were never below the 8 mg/1 water quality standard for Class A waters (NDOE 1988) indicating good water quality with respect to dissolved oxygen throughout the year. .Dissolved oxygen measurements are presented graphically in Figure 4-4.
4.3.3 Columbia River pH values ranged from 7.43 at Station 7 in January to 8.27 at Station 7 in March (Table 4-5). The variation in pH between sample stations is small. The largest difference of 0.44 standard units occurred between Station 7 (pH 8.27) and Station 11B (pH 7.83) in March.
4-4
The pH water, quality standard for Class A waters is from 6.5 to 8.5 (WDOE 1988). Measurements for all stations throughout 1990 were within this range. pH measurements, presented graphically in Figure 4-5, generall'y agree with historical data for the Columbia River (Silker 1964).
The alkalinity of a water is a measure of its capacity to neutralize acids and is generally due to the presence of carbonates, bicarbonates, phosphates, silicates, borates, and hydroxides. Columbia River alka-linities ranged from 49,0 to 63.0 mg/1 as calcium carbonate (Table 4-6). The alkalinity measurements are presented graphically in Figure 4-6.
4.3.4 1t Conductivity is a measure of the ionic content of a solution. Columbia River conductivity measurements ranged from 118.5 uS/cm at 25 C at Station 11M in August to 162.0 uS/cm at 25'C at Station 7 in January (Table 4-7). Station mean conductivities ranged from 136.6 uS/cm at 25'C at Station 1 to 138.6 uS/cm at 25'C at Station ll. The conduc-tivity results are very comparable to those reported in earl'ier studies of the Columbia River. (Silker 1964). The measurements are presented graphically in Figure 4-7.
4.3.5 1 R i 1 1 n Total residual chlorine (TRC) measurements for 1990 were less than the measured detection limit of 50 ug/1 (Table 4-8).
TRC measurements were made using the Amperometric Titration Method.
This method has a detection limit of 50 ug/1.
4-5
4.3.6 Columbia River total copper values ranged from < 1.2 ug/1 to 3.4 ug/1 (Table 4-9). The largest interstation difference in copper occurred between Station 1 (3.4 ug/1) and all other stations in April.
However, the value of 3.4 is uncharacteristic and is probably an indication of a contaminated sample rather than an actual copper measurement. Our copper results show good agreement with earlier studies. In 1962, Silker (1964) analyzed 27 Columbia River samples collected upstream of WNP-2 and reported a mean copper concentration of 4.3 ug/1. Neutron activation analysis of Columbia River water was done in 1968-1969 by Cushing and Rancitelli (1972). They reported a mean copper concentration of 1.4 ug/1. Florence and Batley (1977) state that total copper concentrations in the range of 0.3 - 3.0 ug/1 are found in many unpolluted fresh-water rivers throughout the world.
The Hanford reach of the Columbia River would generally be in that category.
Plant discharge total copper concentrations ranged from 24.0 ug/1 in April to 209.0 ug/1 in August.
~Tl~in Mean total zinc measurements ranged from 6.6 ug/1 at Station 11 to 7.0 ug/1 at Station 7 (Table 4-10). Individual zinc measurements ranged from 2.8 ug/1 at Station 1 to 12.4 ug/1 at Station 7. The greatest interstation difference (3.8 ug/1) occurred between Station 7 (12.4 ug/1) and Station 8 (8.6 (ug/1) in April.
Discharge water total zinc measurements ranged from 26.0 ug/1 in August to 79.0 ug/1 in February.
4-6
~Tl~Ir n Columbia River mean iron concentrations ranged from 136.1 ug/1 at Station 8 to 154.9,ug/1 at Station 1 (Table 4-11). The greatest interstation difference in concentration of 176 ug/1 occurred between Station 8 (48.0 ug/1) and Station 7 (224.0 ug/1) in.February.
However, measurements for Stations 1 and 7 for February are uncharacteristic and may represent contaminated sample containers rather than actual iron concentrations.
Plant discharge total iron concentrations ranged from 180.0 ug/1 -.in January to 1400.0 ug/1 in November.
Total nickel concentrations were below the detection limit (2.6 ug/1) for nearly all periods, except November. The 5.8 ug/1 recorded for Station 7 in March is uncharacteristic and probably represents a contaminated sample rather than an actual Columbia River nickel measurement.
Plant discharge total nickel concentrations ranged from <2.6 ug/1 in August to 14.2 ug/1 in October.
~Tl ~
Total lead concentrations were low with nearly all stations recording levels below detection limits for most periods (Table 4-11).
Discharge water total lead measurements ranged from <1.2 ug/1 in September to 6.8 ug/1 in August.
Cadmium concentrations were below detection limits for all stations during all periods, Plant discharge total cadmium concentrations were below the detection limit (0.5 ug/1) for all periods except March, in which 1.1 ug/1 was recorded.
T 1 hrm Chromium concentrations were below detection limits for all periods except November (Table 4-12).
Plant discharge total chromium concentrations ranged from <1.9 ug/1 (January, March, August) to 32.0 ug/1 in October.
Total zinc and total iron measurements are presented graphically in Figures 4-8 and 4-9, respectively.
4.3.7 ~rn~
Hardness indicates the quantity of divalent metallic cations present in the system, principally calcium and magnesium ions. Hardness ranged from 58.0 to 71.3 mg/1 as calcium carbonate (Table 4-6). Mean hardness values ranged from 64.8 mg/1 at Station 7 to 65.2 mg/1 at Station 11.
The hardness measurements are presented graphically in Figure 4-10.
Oil and grease values were below the detection limit of 0.5 mg/1 for all stations and periods except December 1990. Oil and grease measurements are summarized in Table 4-13.
4-8
4.3.9 Amm r i r - Q~riÃQ Ammonia and nitrate are forms of nitrogen commonly found in water systems. Both nitrate and ammonia are assimilated by plants and con-verted to proteins. Common sources of nitrate and ammonia to the aquatic system are breakdown of organic matter in the soil, industrial discharges, fertilizers and septic tank leachate.
Ammonia concentrations ranged from <0.01 to 0.04 mg-N/1 (Table 4-13).
Nitrate concentrations ranged from <0.01 to 0.13 mg-N/1. The nitrate measurements are summarized in Table 4-14. The nitrate measurements are presented graphically in Figure 4-11.
4.3.10 Phosphorus is a required nutrient for plant growth and, while found in certain minerals, is commonly added to streams through fertilizers, treated sewage, and septic tank leachate.
Measured total phosphorus concentrations ranged from <0.1 to 0.19 mg-P/1. Orthophosphorus concentrations were below the detection limit of 0.01 mg/1 for all stations and periods (Table 4-15).
4.3.11 ~f~
Mean sulfate concentrations ranged from 9.16 mg/1 at Station 8 to 9.27 mg/1 at Station 11 (Table 4-15). Individual sulfate measurements ranged from 8.00 to 10.60 mg/1. Sulfuric acid is added at WNP-2 to control circulating water pH and a by-product is sulfate. Based on the river measurements, WNP-2 discharges are not appreciably altering river sulfate concentrations. Total sulfate measurements are presented graphically in Figure 4-12.
4-9
4.3.12 T 1 Di v' i li n Tr i i Total dissolved solids or total filterable residue, TDS, is defined as that portion of the total residue that passes through a glass fiber filter and remains after ignition at 180'C for one hour. Total dissolved solids do not necessarily represent only the dissolved con-stituents but may also include colloidal materials and some small particulates. The mean TDS measured in the Columbia River varied from 77.7 mg/1 at Station 1 to 80.2 mg/1 at Station 7 (Table 4-16). There were no consistent differences in TDS concentrations between stations or through time, Total suspended solids (TSS) or total nonfilterable residue is the material retained on a standard glass fiber filter after filtration of a well-mixed sample. TSS concentrations were generally low and varied from <1.2 to 23.1 mg/1 (Table 4-16). Mean TSS concentrations ranged from 4.5 mg/1 at Station 7 to 4.8 mg/1 at Station 8.
Turbidity is a measure of the suspended matter that interferes with the passage of light through water. In the Columbia River, measured turbidities were low and ranged from 0.80 nephelometric turbidity units (NTU) to 17.0 NTU (Table 4-8). Total dissolved solids, total suspended solids and turbidity data are presented graphically in Figures 4-13, 4-14, and 4-15.
4-10
4.4 ~DI QgjLQN Unusually warm temperatures and heavy precipitation during November resulted in high flow rates for the Columbia River and a corresponding increase in the levels of several parameters. Turbidity values were the highest recorded since the water quality progam began in April, 1983. The figure of 17.0 NTUs for Stations 1, ll and 8 was greater than three times the previous maximum of 5.4 NTUs reported for Stations 7 and ll in June, 1983. Other parameters demonstrating seasonally uncharacteristic increases included copper, nickel, iron',
lead, chromium and total suspended solids.
Plant discharge data basically demonstrates the increase in certain constituents of the blowdown due mainly to concentrating the circu-lating cooling water (Columbia River water). Preferred operating conditions at WNP-2 are in part characterized by a circulating water concentration of 12 cycles.
In comparing river and plant discharge data, it is evident that the impact on the Columbia River is minimal, with no significant inter-station differences being detected.
Overall, it appears that, with respect to all the measured parameters sampled under the operating conditions prevailing during 1990, WNP-2 cooling water discharge had little effect upon Columbia River water qual i ty.
4.5 Cushing, C.E., and L.A. Rancitelli. 1972. Trace element analyses of Columbia River water and phytoplankton. Northwest Science 46(2):115-121.
4-11
Florence, T.M. and G.E. Batley. 1977. Determination of the chemical forms of trace metals in natural waters with special reference to copper, lead, cadmium and zinc. Talanta 24:151-158.
Silker, H.B. 1964. Variations in elemental concentrations in the Columbia River. Limnol. Oceanogr. 9;540-545.
Environmental Protection Agency. 1983. 'Methods for chemical analysis of water and wastes. Environmental Monitoring and Support Laboratory, Office of Research and Development, Cincinnati, OH.
r, 16th Edition, APHA, AWHA, HPCF, Washington, D.C., 1985.
Washington Department of Ecology. 1988. Water Quality Standards for Surface Waters of the State of Washington. Hater Quality Planning Office of Hater Programs. Olympia, HA.
Washington Public Power Supply System. 1987. Operational Ecological Monitoring Program for Nuclear Plant 2. Annual Report for 1986.
Richland, WA.
Washington Public Power Supply System. 1988. Operational Ecological Monitoring Program for Nuclear Plant 2. Annual Report for 1987, Richland, WA.
Washington Public Power Supply System. 1989. Operational Ecological Monitoring Program for Nuclear Plant 2. Annual Report for 1988.
Richland, HA.
Washington Public Power Supply System. 1990. Operational Ecological Monitoring Program for Nuclear Plant 2. Annual Report for 1989.
Richland, WA.
4-12
1 Table 4-1. Summary of Water ()vali ty Parameters, Stations, and Sampling Frequencies, 1990 Wells in Stations Vicinity of Parameter 7 11 11H 8 118 8 Plant Site Ouantity (flow)
Temperature Oissolved Oxygen pH Turbidity Total Alkalinity Filterable Residue (Total Oissolved Solid)
Nonfilterable Residue (Suspended Solids)
Conductivity Iron (Total)
Copper (Total)
Nickel (Total)
Zinc (Total)
Lead (Total)
Cadmium (Total)
Chromium (Total)
Sulfate Ammonia Nitrogen Nitrate Nitrogen Ortho Phosphorus Total Phosphorus Oil and Grease Chlorine, Total Residual Hardness Q~mb 1~K~~
H = Honthly g = ()uarterly
+ Samples wi 11 be collected if wells are being used for drinking water.
- Analysis not required
"" Samples taken in triplicate
++ Samples collected only if the plant is operating.
4-13
Table 4-2. Summary of Water Quality Parameters, EPA and ASTM Method Number EPA Method ASTM Meth Bu~~ ~her Water Temperature ('C) 170.1 Turbidity, (NTU) 180.1 Conductivity (umhos/cm) at 25 C 120.1 Dissolved Oxygen (mg/1) probe 360.1 Dissolved Oxygen (mg/1) Modi'fied Winkler" 360.2 pH (Standard Unit) 150.1 Total Alkalinity (mg/1 as CaC03) 310.1 Total Hardness (mg/1 as CaC03) 130.2, 6010 Oil and Grease (mg/1) 413.2 Nitrogen, Ammonia, Total (mg/1 as N) 350.3 Nitrate Nitrogen, Total (mg/1 as N) 352.1 D4327-88 Total Phosphorus (mg/1 as P) 365.2 Ortho Phosphorus (mg/1 as P) 365.2 D4327-88 Sulfate (mg/1 as S04) 375.4 D4327-88 Total Copper (ug/1 as Cu) 220.1, 220.2, 200.7 Total Iron (ug/1 as Fe) 236.1, 236.2, 200.7 Total Nickel (ug/1 as Ni) 249.1, 249.2 Total Zinc (ug/1 as Zn) 289.1, 289.2, 200.7 Total Lead (ug/1 as P6) 239.1, 239.2 Total Cadmium (ug/1 as Cd> 213.1, 213.2 Chromium (ug/1 as Cr)
'otal 218.1, 218.2 Total Residual Chlorine (ug/1) 330.1 Filterable Residue: Total Dissolved Solids (mg/1) 160.1 Non-Filterable Residue: Total Suspended Solids (mg/1) 160.2 4-14
Table 4-3. Summary of Temperature Measurements for 1990.
Temperature (Degrees C)
Sample Date 11 11M 118 01/18/90 4.7 5.0 4.9 4.8 4.8 4.8 02/15/90 3.3 3.3 3.3 3.6 3.5 3.3 03/14/90 4.7 4.3 4.3 4.9 4.5 4.6 04/11/90 7.3 7.3 7.3 7.5 8.0 7.4 05/16/90 11.3 06/13/90 13.6 07/18/90 18.2 08/15/90 19.3 19.4 19.3 19.6 19.6 19.3 09/13/90 19.0 19.2 19.0 18.9 18.6 19.3 10/02/90 17.8 17.6 17.8 18.0 17.8, 17.9 11/28/90 9.5 9.4 9.4 9.5 9.5 9.4 12/12/90 8.3 8.3 8.3 8.7 8.2 8.3 Mean 10.4 10.4 10.4 10.6 10.5 10.5 SD 6.5 6.5 6.5 6.5 6.5 6.5 Maximum 19.3 19.4 19.3 19.6 19.6 19.3 Minimum 3.3 3.3 3.3 3.6 3.5 3.3 4-15
Table 4-4. Summary of Dissolved Oxygen Measurements for 1990.
Dissolved Oxygen (mg/1)
Samp'le Date 01/18/90 Meter Breakdown in Field 02/15/90 12.8 12.7 12.7 12.8 03/14/90 12.1 12.0 12.0 12.0 04/11/90 13.4 13.6 13.5 13.5 05/16/90 12.7 06/13/90 12.3 07/18/90 10.8 08/15/90 9.5 9.6 9.5 9.7 09/13/90 9' 9.3 9.4 9.4 10/02/90 10.0 9.5 9.8 9.4 11/28/90 11.2 11.2 11.2 11.1 12/12/90 11.2 11.2 11.2 11.2 Mean 11.2 11.1 11.2 11.1 SD 1.5 1.6 1.5 1.6 Maximum 13 ' 13,6 13.5 13.5 Minimum 9.4 9.3 9.4 9.4 4-16
Table 4-5. Summary of pH Measurements for 1990.
pH Sample Date 11 llM 118 01/18/90 7.57 7.43 7.49 7.61 7.57 7.57 02/15/90 7.68 7.67 7.71 7.71 7.68 7.73 03/14/90 7.91 8.27 7.87 7.87 7.83 7.90 04/11/90 7.76 7.62 7.71 7.67 7.61 7.73 05/16/90 7.71 06/13/90 7.73 07/18/90 7.71 08/15/90 7.73 7.64 7.72 7.78 7.79 7.78 09/13/90 7.87 7.74 7.82 7.84 7.88 7.80 10/02/90 7.87 7.87 7.91 7.89 7.93 7.87 11/28/90 7.68 7.73 7.71 7.68 7.69 7.69 12/12/90 7.74 7.72 7.73 7.74 7.74 7.76 Mean SD Maximum 7.91 8.27 7.91 7.89 7.93 7.90 Minimum 7.57 7.43 7.49 7.61 7.57 7.57 4-17
Table 4-6. Summary of Alkalinity and Hardness Measurements for 1990.
Total Alkalinity (mg/1) Total Hardness (mg/1)
(as CaC03) (as CaCO ~
Sample Sample Date 7 ll 8 Date 1 7 ll 8 01/18/90 63.0 63.0 62.5 61.0 01/18/90 71.0 70.0 71.2 71.3 02/15/90 59.0 59.0 58.0 60.0 02/15/90 68,5 65.6 69.9 69.4 ~
03/14/90 59.5 59.5 59.0 60.0 03/14/90 68.1 68.4 67.6 .67.7 04/11/90 57.5 58.0 60.0 59.0 04/11/90 64.9 66.2 65.1 64.9 05/16/90 65.0 05/16/90 58.6 0 06/13/90 54.0 06/13/90 60.4 07/18/90 51.0 07/18/90 54.7 08/15/90 54.0 55.0 54.0 54.0 08/15/90 58.5 58.0 58.7 58.3 09/13/90 54.0 -
55.0 55.0 54.0 09/13/90 63.3 63.9 62.9 61.6 10/02/90 58.0 58.0 59.0 57.0 10/02/90 61.6 61.8 61.6 62.0 11/28/90 49.0 50.0 51.0 50.0 11/28/90 58.9 60.1 59.9 60 12/12/90 58.5 60.0 60.0 59.0 12/12/90 69.3 69.0 69.8 69.
Mean 56.9 57.5 57.6 57.1 Mean 64.9 64.8 65.2 65.0 SD 4.1 3.7 3.6 3.7 SD 4.6 4.2 4.7 4.7 Maximum 63.0 63.0 62.5 61.0 Maximum 71.0 70.0 71.2 71.3 Minimum 49.0 50.0 51.0 50.0 Minimum 58.5 58.0 58.7 58,3 4-18
Table 4-7. Summary of Conductivity Measurements for 1990.
Conductivity at 25'C (uS/cm)
Sample Date 11M 118 01/18/90 155.1 162.0 161,8 153.8 154.6 154.1 02/15/90 151.7 152.1 151.9 151.8 152.3 151.9 03/14/90 153.6 153.7 156.5 156.1 157.8 154.6 04/11/90 136.4 137.0 137.7 136.2 136.3 136.4 05/16/90 121.0 06/13/90 123 '
07/18/90 119.3 08/15/90 119.8 127.6 126.9 118.5 118.8 126.9 09/13/90 127.1 126.3 128.0 127.5 129.4 127.3 10/02/90 134.1 131.3 132.0 133.1 133.7 133.7 11/28/90 126.9 126.3 126.7 127.3 127.9 126.7 12/12/90 125.3 125.4 125.5 126.2 126.5 125.4 Mean 136.6 138.0 138.6 136.7 137.5 137.4 SD 13.5 14.2 14.3 13,8 14.0 12.6 Maximum 155. 1 162.0 161.8 156.1 157.8' 154.6 Minimum 119 ' 125.4 125.5 118.5 118.8 125.4 4-19
Table 4-8. Summary of Turbidity and Total Residual Chlorine Measurements for 1990.
Turbidity (NTU) Total Residual Chlorine (mg ~
Sample Sample Date Date ll 8 01/18/90 1.0 01/18/90 <0.05 <0.05 <0.05 <0.05 02/15/90 1.2 1.3 1.2 1.2 02/15/90 <0.05 <0.05 <0.05 <0.05 03/14/90 1.1 1.2 1.2 1.2 03/14/90 <0.05 <0.05 <0.05 <0.05 04/11/90 1.1 1.5 04/11/90 <0.05 <0.05 <0.05 <0.05 05/16/90 2.2 05/16/90 <0.05 06/13/90 2.0 06/13/90 <0.05 07/18/90 1.2 07/18/90 <0.05 08/15/90 0.9 1.0 1.0 0.9 08/15/90 <0.05 <0.05 <0.05 <0.05 09/13/90 0.8 0.8 0.8 0.9 09/13/90 <0.05 <0.05 <0.05 <0.05 10/02/90 0.9 0.8 0.9 0,8 10/02/90 <0.05 <0.05 <0.05 <0.05 11/28/90 17.0 16.0 17,0 17.0 11/28/90 <0.05 <0.05 <0.05 <0.0 12/12/90 1.5 1.4 1.7 1.7 12/12/90 <0.05 <0.05 <0.05 <0.05 Mean 2,8 2.7 2.9 2.9 Mean SD 5.3 5.0 5.3 5.3 SD Maximum 17.0 16.0 17.0 17.0 Maximum Minimum 0.8 0.8 0.8 0.8 Minimum 4-20
Table 4-9. Summary of Copper Measurements for 1990.
Copper (ug/1)
Sample Date 1 7 1 1 1 1M 11B 8 PH DIS 01/18/90 1.2 <1.0 <1.0 1.3 1.2 <1.0 30.0 02/15/90 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 42.0 03/14/90 <1.0 <1.0 <1.0 <1.0 <1.0 <1.0 48.0 04/'ll/90 3.4 <1.0 <1.0 <1.0 <1,0 <1.0 24.0 05/16/90 1.2 06/13/90 1.7 07/18/90 <1.0 08/15/90 <1.0 1.3 <1.0 <1.0 <1.0 <1,0 209.0 09/13/90 1.3 1,3 1.5 1.5 1.2 1.2 104.0 10/02/90 <1.0 1.3 1.2 1.2 1.2 1.2 64.0 11/28/90 2.6 2.6 3.3 2.7 2.6 82.0 12/12/90 1.5 2.8 <1.0 <1.0 <1.0 2.4 60.0 Mean 73.7 SD 53.4 Maximum 3.4 2.8 1.5 3.3 2.7 2.6 209.0 Minimum <1 0 <1 0 <1 0 <1 0 <1 0 <1 0 24 0 4-21
Table 4-10. Summary of Nickel and Zinc Measurements for 1990.
Nickel (ug/1) Zinc (ug/1)
Sample Sample Date 1 7 11 PH Ois. Date 1 7 ll 8 PH Dis.
01/18/90 <3.0 <3.0 <3.0 <3.0 4.7 01/18/90 3.4 3.8 4 ~ 1 5.1 33.0 02/15/90 <3.0 <3.0 <3.0 <3.0 5.8 02/15/90 8.1 7.3 9.5 7.4 79.0 03/14/90 <3.0 5.8 <3.0 <3.0 5.5 03/14/90 10.4 8.0 9.7 10.3 59.0 04/11/90 <3.0 <3.0 . <3.0 <3.0 3.4 04/11/90 9.8 12.4 9.2 8.6 41.0 05/16/90 <3.0 05/16/90 10.7 06/13/90 <3.0 06/13/90 8.3 07/18/90 <3 ' 07/18/90 5.6 08/15/90 <3.0 <3.0 <3.0 <3,0 <3.0 08/15/90 2.8 3.1 4.8 3. 1 26.0 09/13/90 <3.0 <3.0 <3.0 <3.0 12.3 09/13/90 76 7 9
~ 67 57 710 10/02/90 <3.0 <3.0 <3.0 <3.0 14.2 10/02/90 3.9 5.8 3.0 5,5 62.0 11/28/90 12.9 10.2 13.3 13.6 12.9 11/28/90 8.3 7.6 7.5 9.5 60.0 12/12/90 <3.0 <3.0 <3.0 <3.0 10.8 12/12/90 5.8 7. 1 6.7 4.2 60.0 Hean 8.7" Hean 6.7 7.0 6.8 6.6 54.6 SD 4.0" SD 2.8 2.7 2.4 2.5 17.6 Haximum 12.9 10.2 13.3 13,6 14.2 Haximum 10.4 12.4 9.7 10.3 79.0 Hinimum <3.0 <3.0 <3.0 <3.0 <3.0 Hinimum 2.8 3.1 3.0 3.1 26.0 "Less-than values not included.
4-22
Table 4-11. Summary of Iron and Lead Measurements for 1990.
Iron(ug/1) Lead (ug/1)
Sample Sample Date 1 7 ll 8 PH Dis. Date I 7 11 8 PN Ois.
01/18/90 43.0 29.0 28.0 28.0 180.0 01/18/90 <1.0 <1.0 <1.0 <1.0 4.7 02/15/90 112.0 224 0
~ 59.0 48.0 346.0 02/15/90 <1.0 <1.0 <1.0 4.1 03/14/90 56. 0 43. 0 49. 0 43. 0 380.0 03/14/90 <1 ~ 0 <1. 0 <1. 0 <1. 0 3. 5 04/11/90 46.0 53.0 39.0 40.0 205.0 04/11/90 1.8 <1.0 <1.0 <1.0 2. 1 05/16/90 59.0 05/16/90 <1.0 06/13/90 116.0 06/13/90 1. 9 07/IB/90 30.0 07/18/90 <1. 0 08/15/90 39 ' 34.0 35.0 34.0 198.0 08/15/90 <1.0 '1.0 <1.0 <1.0 6.8 09/13/90 42.0 50.0 46.0 47.0 385.0 09/13/90 <1.0 <1.0 <1.0 <1.0 <1.?
10/02/90 58.0 57.0 59.0 65.0 785.0 10/02/90 <1.0 <1 0 <1.0 <1 0 1 4 11/28/90 905.0 745.0 845.0 820.0 1400.0 11/28/90 1.9 1.5 1.2 1.7 2.2 12/12/90 93.0 94.0 93.0 100.0 1040.0 12/12/90 <1.0 <1.0 <1.0 <1 ~ 0 2.5 Hean 154.9 147.7 139.2 136.1 546.6 Hean 3 4A SO 282.4 231.9 265.3 257.3 432.3 SO 1.7" Maximum 905.0 745.0 845.0 820.0 1400.0 Haximum 1.9 1.5 'I.2 1.7 6.8 Ninimum 39.0 29.0 28.0 28.0 180.0 Ninimum <1.0 <1.0 <1.0 <1.0 <1.0 "Less-than values not included.
4-23
Table 4-12. Summary of Cadmium and Chromium Measurements for 1990.
Cadmium (ug/1) Chromium (ug/1)
Sample Sample Date 1 7 ll 8 PH Dis. Date 1 7 11 8 PH Dis.
01/18/90 <0.5 <0.5 <0.5 <0.5 <0.5 01/18/90 <2.0 <2.0 <2.0 <2.0 <2.0 02/15/90 <0. 5 <0 ~ 5 <0. 5 <0. 5 <0. 5 02/15/90 <2.0 <2.0 <2.0 <2.0 5.0 03/14/90 <0. 5 <0. 5 <0. 5 <0. 5 1 ~ 1 03/14/90 <2,0 <2.0 <2.0 <2.0 04/11/90 <0.5 <0.5 <0.5 <0.5 <0.5 04/11/90 <2.0 <2.0 <2.0 <2.0 25.0 05/16/90 <0.5 05/16/90 '2.0 06/13/90 <0.5 06/13/90 <2,0 07/18/90 <0.5 07/18/90 <2.0 08/15/90 <0.5 <0.5 <0.5 <0.5 <0.5 08/15/90 <2.0 <2.0 <2.0 <2.0 <2.0 09/13/90 <0.5 <0.5 <0.5 <0.5 <0.5 09/13/90 <2.0 <2.0 <2.0 <2.0 3.4 10/02/90 <0.5 <0.5 <0/5 <0/5 <0.5 10/02/90 <2.0 <2.0 <2.0 <2.0 32.0 11/28/90 <0.5 <0.5 <0.5 <0.5 <0.5 ll/28/90 4.0 2.1 3.6 4.0 3'
~
12/12/90 <0.5 <0.5 <0.5 <0 ' <0.5 12/12/90 <2.0 <2.0 <2.0 <2.0 2.0 Hean Hean 11.8" SD SD 12.0" Haximum <0.5 <0.5 <0.5 <0.5 1.1 Haximum 4.0 2.1 3.6 4.0 32.0 Hinimum <0.5 <0.5 <0.5 <0.5 <0.5 Hinimum <2.0 <2.0 <2.0 <2.0 <2.0 "Less-than values not included.
4-24
Table 4-13. Summary of Oil and Grease, and Ammonia Measurements for 1990.
Oil 5 Grease (mg/1) Ammonia (mg NH3 N/1)
Sample Sample Date 7 11 8 Date 11 8 01/18/90 <0.5 <0.5 <0.5 <0.5 01/18/90 <0.01 <0.01 <0.01 <0.01 02/15/90 <0.5 <0.5 <0.5 <0.5 02/15/90 <0.01 <0.01 <0.01 <0.01 03/14/90 <0.5 <0.5 <0.5 <0.5 03/14/90 <0.01 <0.01 <0.01 <0.01 04/11/90 <0.5 <0.5 <0.5 <0.5 04/11/90 0.02 <0.01 <0.01 <0.01 05/16/90 <0.5 <0.5 <0.5 <0.5 05/16/90 <0.01 06/13/90 <0.5 06/13/90 <0.01 07/18/90 <0.5 07/18/90 <0.01 08/15/90 <0.5 <0,5 <0.5 <0.5 08/15/90 0.03 0.02 0.02 0.04 09/13/90 <0.5 <0.5 <0.5 <0.5 09/13/90 0.02 0.02 0.02 0.01 10/02/90 <0.5 <0.5 <0.5 <0.5 10/02/90 0.02 0.01 0.01 0.02 11/28/90 <0.5 <0.5 <0.5 <0.5 11/28/90 <0.01 <0.01 <0.01 <0.01 12/12/90 0.6 0.8 0' 0.8 12/12/90 <0.01 <0.01 <0.01 <0.01 Mean Mean SD SD Maximum 0.6 0.8 0.8 0.8 Maximum 0,03 0.02 0.02 0.04 Minimum <0.5 <0.5 <0.5 <0.5 Minimum <0.01 <0.01 <0.01 <0.01 4-25
Table'4-14. Summary of Nitrate and Total Phosphorus Measurements for 1990.
Nitrate (mg/1) Total Phosphorus (mg/1)
Sample Sample 0
Date 7 11 Date 7 ll 8 01/18/90 0.12 0.12 0.12 0.12 01/18/90 <0.1 <0.12 <0.1 <0.10 02/15/90 0.10 0.10 0.10 0.10 02/15/90 0.15 0.15 0.16 0.19 03/14/90 0.10 0.10 0.10 0.10 03/14/90 <0.1 <0.1 <0.1 <0.1 04/11/90 0.12 0.13 0.12 0.12 04/11/90 <0.1 <0.1 <0.1 <0.1 05/16/90 0.03 05/16/90 <0 ~ 1 06/13/90 0.06 06/13/90 <0.1 07/18/90 <0.01 07/18/90 <0.1 08/15/90 <0.01 <0.01 <0.01 <0.01 08/15/90 <0.1 <0.1 <0.1 <0.1 09/13/90 09/13/90 <0.1 <0.1 <0.1 <0.1 10/02/90 <0.01 <0.01 <0.01 <0.01 10/02/90 <0.1 <0.1 <0.1 <0.1 11/28/90 0.11 0.11 0.12 0.11 11/28/90 <0.1 <0.1 <0.1 <0.1 12/12/90 0.13 0.13 0.13 0.13 12/12/90 <0.1 <0.1 <0.1 0.1
- Mean 0,11 0.12 0.12 O.ll Mean
- Less-than values not included.
- 04/11/90 <0.01 <0.01 <0.01 <0.01 04/11/90 9.60 9.50 9.20 9.40 05/16/90 <0.01 05/16/90 8.85 06/13/90 <0.01 06/13/90 8.60 07/18/90 <0.01 07/18/90 7.55 08/15/90 <0.01 <0.01 <0.01 <0.01 08/15/90 8.04 8.03 8.15 8.00
- 09/13/90 <0.01 <0.01 <0.01 <0.01 09/13/90 10/02/90 <0.01 <0.01 <0.01 <0.01 10/02/90 8.97 9.02 9.09 8.97 11/28/90 <0.01 <0.01 <0.01 <0.01 11/28/90 7.66 7.76 7.81 7.66 12/12/90 <0.01 <0.01 <0.01 <0.01 12/12/90 9.16 9.20 9.29 9.20 Mean Mean 9.17 9.23 9.27 9.16 SD SD 0.92 0.95 0.95 0.93 Maximum Maximum 10.20 10.40 10.60 10.30 Minimum Minimum 8.04 8.03 8.15 8,00 4-27
- 0. 05 JAN FEB MAR APR MAY JUN JUL AUG SEP OOT NOV DEC 1990 Figure 4-11 Columbia River Nitrate Nitrogen Measurements at Four Stations During 1990
- 5. 6 BIBLI ASTM D1739-70, Standard Method for Collection and Analysis of Dustfall.
- 16 7 miles Samplers 5"33
- Control Site 5-34
- 0. 10 0.08 0.06 0.04 0.02 0.00 G01 G02 G03 G04 G05 G06 G07 G08 801 802 803 804 805 806 807 STATION MPREOPERATIONAL EKIOPERATIONAL E31990 Figure 5-18 Soil Chromium and Sodium for 1980 Through 1990 5"52
- 0. 350 0.300 0.250
- 0. 200
- 0. 160
- 0. 100 0.050 0.000 GOI G02 G03 G04 G05 G06 GOT GOS SOI S02 S03 S04 S05 S06 SOT STATION
- 0. 80 0.60
- 0. 40 0.20 0,00 GOI G02 G03 G04 G05 G06 G07 GOS S01 S02 S03 S04 S05 S06 SOT STATION I
- 0. ~ 2 H 1&88 0.15i H 1088 CD 1080 CD loco R3 1000 0.132 69 1000 0.110 0.2 ~ 0 088 0.18 0058 0.12 0,0th 0.08 0 022 000 0000 001 002 003 GOi GO& 008 007 008 SO) $ 02 SOS SOi SO& SO& SOT 001 002 003 GOi GO5 GO& 007 GO8 SO1 $ 02 SO3 SOi SO& $ 08 $ 07 STATION STATION Figure 5-24
- 0. ~ 0 IILI 1083 008 K3 1083 08 ~
- 0) ln ~P for
- .a - Used Na/Ca of 0, 10 Plant Operational Data for Collection Period l A-1
- Takcc.
- ~M (COO~Co (( 751 ssosl svssksa avs, Meteorological Conditions for March 1989 B"1
- (Sl fsa Laslaar lcoa.( ~ Ill fst Vair mete ~ atkraar i ~ sl sss. I 0,37 os 25 26 to ~ ~0 Olltfl ~ 0 assr Q, la lc Ica cavsrJL ~
- ~
- 11 11)
- 5. 0 24 12.7 30 MNM" r
- 29. 69I O.l 29 LSVE ~ T 4 41 T0TJL raa Tsc NONTN p SOLAR RAO(AT(OH ILJNJLCTSI svvet1 4r okf ~ wef1I cktkTIJT Is IJ await ~1 krtik AC ~ JILT TafkL I I 648.
- 5) 44 5 I 4 '
- v 1
- 333 71 10 0 I F
- 4 8
- 1 0.89 0.05 0.21 0.014 0.36 0.163 0.07 0.036 0,14 0 1,67 1.41 0.679 0.19 0.036 0.94 0.516 0.15 0.092 0.07 0.099 2.76 0.81 0.269 0.27 0.12 0.41 0.248 0.08 0.022 0.16 0.028 1.73 3.28 3.514 1.25 1,506 0.61 0 '88 0.2 0.078 0 '5 0.396 5.69 1.05 0.17 0.19 0.01 0.56 0,135 0.09 0 0.15 0.022 F 04 1.67 1.117 0,96 1.018 0.97 0.693 0,14 0,113 0,1 0.028 3.84 1.78 0.212 0.18 0,022 0.71 0.106 0.12 0.014 0.13 0.036 2.92 234.7 26.587 17,34 1.683 71.92 7.227 19.88 1.669 11.5 1.117 355.34 1.14 0.304 0,2 0.042 0.57 0.417 0.11 0.036 0.13 0.099 2.15 1.14 0.629 0,79 0,898 0.18 0.163 0.03 0.022 0.23 0,177 2.37 1.83 0.976 1.36 1.64 O.l 0.071 0.02 0,022 0.26 0.297 3.57 12 0.69 0.014 0.16 0.057 0.32 0 0.03 0.014 0 F 08 0.028 1.28 13 1,1 0.022 0.26 0.028 0.25 0.156 0.04 0,028 0.17 '.127 1.82 14 0,8 0.085 0.3 0,191 0.41 0.057 0.04 0.022 0.09 0.042 1.64 0,78 0.078 0.15 0,01 0,35 0.057 0.05 0,014 0.14 0.071 1.47 16 1,01 0.127 0.21 0.01 0.41 0.014 0.04 0 0 '3 0.036 1.8 BC 0 0.12 0 0.24 0.085 0.36 V ALUES ARE IN MILLIGRAMS PER SAMPI BR BC = BUILDING CONTROL SAMPLERS Analytical Results for Each Sample Location August l989 C-5
- C-7