ML19224A618
| ML19224A618 | |
| Person / Time | |
|---|---|
| Site: | New Haven |
| Issue date: | 04/30/1979 |
| From: | NEW YORK STATE ELECTRIC & GAS CORP. |
| To: | |
| Shared Package | |
| ML19224A617 | List: |
| References | |
| NUDOCS 7904190074 | |
| Download: ML19224A618 (77) | |
Text
NYSE6G PSAR INSERTION INSTRUCTIONS FOR AMD3DMttrr 3 Remove old pages and insert Amendment 3 pages as instructed below (amendment pages bear the amendment number and date at the foot of the page).
Vertical bars (change bara) have been placed in the outside margins of revised text pages and tables to show the location ot any technical cha nges originating with this amendment. A few unrevised pages have been reprinted because they fall within a run of closely spaced revised pages. No change bars are used on tigures or on new sections, appendices, questions and responses, etc. Change bars from previous amendments have been deleted.
Transmittal letters along with these insertion instructions should either be filed or entered in Volume I of Part I, in iront of any existing letters, instructions, distribution lists, etc.
LEGEND Remove / Insert Columns Entries beginning with "T" or "F" designate table or figure numbers, respectively. All other entries are page numbers:
T 2. 3- 14 = Table 2.3-14 M;5-3 = Figure GS-3 2.1-9 = Page 2.1-9 EP2-1 = Page EP2-1 vil = Page vii Pages printed back to back are indicated by a "/":
1.2-5/6 =
Page 1.2-5 backed by Page 1.2-6 T2. 3- 14 (5 of 5)/15(1 of 3) = Table 2.3-14, sheet 5 of 5, backed by Table 2.3-15, sheet 1 of 3 Location Column Ch = Chapter, S = Section, Ap = Appendix kemove Insert Location VOLUME 1 None EP-1 through -15 (List of Et. after Volume 1 Pgs.) title page 2-1 thru 2 .cv None after Ch2 tab None 2.1-i thru 2.1-v after S2.1 tab None 2.2-i thru 2.2-v after S2.2 tab AMENDMEh"r 3 1 of 2 MARCH 1984 g 418 198 1 1
NYSESG PSAR None 2.3-1 thru 2.3-xiv atter S2.3 tab VOLUME 2 None 2.4-1 thru 2.4 v after S2.4 tab 2,4-5/-6 2.4-5/-6 T2.4-1(1 of 1) /T2.4-2 (1 of 1) T2.4-1 (1 of 1)T2.4-2 (1 of 2) after 2.4-34 T2.4-2 (2 of 21/ blank F2.4-ll F2.4-ll F2.4-12 F2.4-12 F2.4-13 F2.4-13 None 2.5-1 thru 2.5-ix after S2.5 tab VOLUME 3 None 2.6-i/ blank afcer S2.6 tab VOLUME 6 None Volu:ne 6 title page 7-1 thru 7-iii 7-i thru 7-tii af ter Ch7 tab 7.1-1 thru 7.1-7 7.0-1 thru 7.0-7 None F7.1-2 9.5-5/-6 9.5-5/-6 11.2-1/-2 11.2-1/-2 T11.2-1 (1 of 1) /T11.2-2 (1 of 3) T11.2-1 (1 of 1) /T11.2-2 (1 of 4) after 11.2-7 T11.2-2 (2 of 3) /'"11.2-2 (3 o f 3) T11.2-2 (2 of 4)/T11.2-2 (3 of 4)
T11.2-2(4 of 4)
Tll.2-8 Tll.2-8 13.5-1 13.5-1 after S13.5 tab Q-1/Q-ii Q-i/Q-il after Questions and Responses tab None Q032.4-1 after QO32.3-1 Q442.1-1 Q442.1-1 Q441.3-1 Q442.2-1 Q442.2-1 AMENDMENT 3 2 of 2 MARCII 1984 as m
I,Ybh6G PSAR LIST OF hPFLUTIVE PAGES (Amendment 3, April 1979)
Page, Table (T) , or Ana!ndzi. tnt Fiqure (F) Numtwr Title Page 0 111 thru vill 3 1-1 0 1-il 0 1.1-1 0 1.2-1 thru 1.2-2 0 1.3-1 0 1.4-1 thru 1.4-3 0 1.5-1 0 1.b-1 0 1.7-1 0 1.u-1 0 T1.8-1 (1 or o thru 8 of 8) 0 T1.8-e (1 or 2 thru 2 of 2) 0 T1.d-3 (1 or 2 thru 2 of 2) 0 2.1-1 3 2.1-111 3 2.1-v 3 2.1-1 0 z.1-2 thru 2.1-4 1 2.1-4a 1 2.1-5 through 2.1-13 0 T2.1-1 (1 of 1) 0 T2.1-2 (1 of 1) 0 T2.1-3 (1 or 1) 0 T2.1-4 (1 of 1) 0 T2.1-5 (1 of 1) 0 T2.1-6 (1 of 1) 0 T2.1-7 (1 or 1) 0 T2.1-8 (1 or 1) 0 T2.1-w (1 of 1) 0 Ti.1-10 (1 or 1) 0 Tz.1-11 (1 or i) 0 T2.1-12 (1 of 1) 0 T2.1-13 (1 of 1) 0 T2.1-14 (1 ot 1) 0 T2.1- 15 (1 or 1) 0 T2.1-16 (1 of 1) 0 T2.1-17 (1 or 1) 0 T2.1-lu (1 or 1) 0 T2.1-19 (1 of 1) 0 T2.1-20 (1 or 1) 0 T2.1-21 (1 or 3 thru 3 or 3) 0 T2.1-22 (1 of 1) 0 T2.1-23 (1 of 1) 0 T2.1-24 (1 of 1) O T2.1-25 (1 or 1) 0 T4.1-2L (1 of 1) O F2.1- 1 thru F2.1-7 0 2.2-1 3 2.2-111 3 2.2-v 3 2.2-1 thru 2.2-7 0 T2.2-1 (1 or 3 thru 3 of 3) 0 T2.2-2 (1 or 4 thru 4 of 4) 0 j )
T2.2-3 (1 or 1) 0 , i T2.2-4 (1 of 1) 0 T2.2-5 (1 of 1) 0 EP-1
f.YSE6G PSAR Page, Table (1) , or Amendment Fiqure (P) Number T2.2-6 (1 ot 1) 0 F2.2-1 0 2.3-1 3 2.3-111 3 2.3-xiv 3 2.3-1 0 2.3-2 thru 2.3-2a 1 2.3-3 0 2.3-4 thru 2.3-6b 1 2.3-7 thru 2.3-8 2 2.3-9 thru 2.3-30 1 2.3-31 thru 2.3-3bb 1 2.3-37 thru 2.3-40 0 2.3-41 thru 2.3-42a 1 2.3.43 thru 2.3-44 0 T2.3-1 (1 or 1) 1 T2.3-la (1 of 1) 1 T2.3-2 (1 or 1) 0 T2.3-3 (1 or 1) 0 T2.3-4 (1 or 1) 0 T2.3-5 (1 or 1) 0 T2.3-6 (1 ot 1) 0 T2.3-7 (1 or 1) 0 T2.3-8 (1 or 1) 0 T2.3-9 (1 of 1) 0 T2.3-10 (1 of 1) 0 T2.3-11 (1 of 1) 0 T2.3-12 (1 of 1) 0 T2.3-13 (1 or 1) 0 T2.3-14 (1 of 2 thru 2 of 2) 0 T2.3-15 (1 or 1) 0 T2.3-16 (1 of 1) 0 T2.3-17 (1 ot 1) 0 T2.3-18 (1 of 1) 0 T2.3-19 (1 of 1) 0 T2.3-20 (1 of 1) 0 T2.3-21 (1 of 1) 0 T2.3-22 (1 of 2 thru 2 of 2) 0 T2.3-23 (1 of 1) 0 T2.3-24 (1 or 1) 0 T2.3-15 (1 of 1) 0 T2.3-26 (1 ot 1) 0 T2.3-27 (1 of 1) 0 T2.3-20 (1 of 2 thru 2 of 2) 0 T2.3-23 (1 or 1) 0 T2.3-30 (1 of 1) 0 T2.3-31 (1 or 1) 0 T2.3-32 (1 or 1) 0 T2.~'-33 (1 or 1) O T2.3-34 (1 of 1) 0 T2.3-35 (1 of 1) 0 T2.3-36 (1 of 2 thru 2 of 2) 0 T2.3-37 (1 ot 1) 0 T2.3-38 (1 of 1) 0 T2.3-39 (1 or 1) 0 T2.3-40 (1 of 13 thru 13 of 13) 0 T2. 3-41 (1 or 13 thru 13 or 13) 0 T2.3-42 ( 1 ot 2 thru 2 of 2) 0 T2.3-43 (1 of 1) 0 T2.3-44 (1 of 1) 0 T2.3-45 (1 of 1) 0 T2.3-46 (1 of 1) 0 T2.3-47 (1 of 1) 0 EP-2 V, I
\
t4YSE6G PSAR Page, T4 Die (T) , or Amesadzaent F2qure (F) tium >er T2.3-48 (1 ot 1) 0 T2.1-49 (1 of 1) 0 T2.3-50 (1 or 1) 0 T2.3-51 (1 of 1) O T2.3-52 (1 ot 91 thru 91 or 91) O T2.3-53 (1 or 91 thru 91 or 91) 0 T2.3-54 (1 ot 1) 0 T2.3-55 (1 or 1) 0 T2.3-56 (1 ot 1) 0 T2.3-57 (1 or 1) 0 12.3-58 (1 of 1) 0 T2.3-59 (1 or 1) 0 T2.3-bo (1 or 1) 0 T2.3-b1 (1 ot 1) 0 T2.3-b2 (1 ot 1) 0 T2.3-b3 (1 of 1) 0 T2.3-b4 (1 ot 1) 0 T/.3-65 (1 of 1) 0 T2.3-bo (1 or 1) 0 T2.3-67 (1 of 1) 0 T2.3-bo (1 of 13 thru 13 ot 13) 0 T2.3-69 (1 ot 13 thru 13 of 13) 0 T2.3-70 (1 or 13 thru 13 of 13) 0 T2.3-71 (1 ot 1) 0 T2.3-72 (1 of 1) O T2.3-73 (1 of 1) 0 T2.3-74 (1 or 1) 0 T2.3-75 (1 or 1) 0 T2.3-7b (1 of 1) 0 T2.3-77 (1 of 1) 0 T2.3-16 (1 of 2 thru 2 or e) 0 T2.3-79 (1 or 1) 0 T2.3-30 (1 or 1) 0 T2.3-ul (1 of 1) 0 T2.3-62 (1 of 1) 0 T2.3-d3 (1 or 1) 0 T2.3-84 (1 of 1) 0 T2.3-uS (1 ot 1) 0 T2.3-bb (1 of 1) 0 T2.3-u7 (1 ot 1) 0 T2.3-88 (1 of 1) 0 T2.3-89 (1 or 1) 0 T2.3-90 (1 or 1) 0 T2.3-91 (1 or 1) 0 T2.3-92 (1 or 1) 0 T2.3-93 (1 or 1) 0 T2.3-94 (1 of 1) 0 T2.3-95 (1 ot 13 thru 13 or 13) 0 T2.3-9b (1 or 13 thru 13 of 13) 0 2.3-97 (1 or 13 thru 13 ot 13 0 2.3-9s (1 or 1) 0 2.3-99 (1 or 1) 0 2.3-100 (1 or 1) 0 2.3-101 (1 of 1) 0 2.3-102 (1 or 1) 0 2.3-103 (1 or 1) 0 2.3-104 (1 of 1) 0 2.3-105 (1 or 13 thru 13 of 13) 0 2.3-105 (1 of 13 thru 13 of 13) G 2.3-107 (1 ot 1) 0 2.3-108 (1 of 1) O n 2.3-109 (1 ot 91 thru 91 of 91) 2.3-110 (1 of 1) 0 0 )h b.
2.3-111 (1 or I) O EP-3
NYSE6G PSAR Page, Table (T) , or Amendment Fiqure (F) Number 2.3-11e (1 or 1) 0 2.3-113 (1 of 1) 0 2.3-114 (1 or 1) 0 2.3-115 (1 of 1) 0 2.3-116 (1 or 1) 0 2.3-117 (1 or 13 thru 13 of 13) 0 2.3-118 (1 or 1) 0 2.3-119 (1 ot 3 thrv. 3 or 3) 0 2.3-120 (1 or 3 thru 3 or 3) 0 2.3-121 (1 of 1) 0 2.3-122 (1 of 2 thru 2 or 2) 0 2.3-123 (1 or 1) 0 2.3-124 (1 of 1) 0 2.3-125 (1 of 1) 0 2.3-120 (1 ot 1) 0 2.3-127 (1 of 1) 0 2.3-128 (1 or 1) 0 2.3-129 (1 of 13 thru 13 of 13) 0 2.3-130 (1 or 1) 0 2.3-131 (1 of 13 thru 13 of 13) 0 2.3-132 (1 or 1) 0 2.3-133 (1 or 1) 0 2.3-134 (1 or 1) 0 2.3-135 (1 of 1) 0 2.3-136 (1 or 91 thru 91 of 91) 0 2.3-137 (1 ot 91 thru 91 ot 91) 0 2.3-136 (1 of 1) 0 2.3-139 (i of 1) 0 2.3-140 (1 of 1) 0 2.3-141 (1 of 1) 0 2.3-142 (1 of 1) 0 2.3-143 (1 or 1) 0 2.3-144 (1 of 1) 0 2.3-145 (1 or 1) 0 2.3-146 (1 ot 1) 0 2.3-147 (1 of 1) 0 2.3-148 (1 of 1) 0 2.3-149 (1 ot 1) 0 2.3-150 (1 of 1) 0 T2.3-151 (1 of 1) 1 T2.3-152 (1 of 1) 0 T2.3-153 (1 of 1) 1 F2.3-1 thru F2.3-14 0 2.4-1 3 2.4-111 3 2.4-v 3 2.4-1 thru 2.4-34 0 2.4-5 thru z.4-8 1 2.4-9 thru 2.4-18 0 2.4-19 thru 2.4-20b 1 2.4-21 thru 2.4-22 0 2.4-23 1 2.4-24 thru 2.4-27 0 2.4-28 thru 2.4-28a 1 2.4-29 1 2.4-30 thru 2.4-32 0 2.4-33 thru 2.4-33a 1 T2.4-1 (1 or 1) 0 T2.4-2 (1 or 1) 0 T2.4-3 (1 or 1)
T2.4-4 (1 of 1) 0 0 [f } }h)
T2.4-5 (1 of 1) 0 T2.4-b (1 of 1) O EP-4
NYbE6G FSAR 9 Page, Table (T) , or Fiqure (F)
Amtndment Numler T2.4-7 (1 or 1) J T2.4-u (1 of 1) 0 T2.4-9 (1 of 2 thru 2 et 2) 0 T2.4-10 (1 or Ib t hr u in at 16) 1 12.4-11 (1 01 1) 0 T2.4-12 (1 of 1)
F2.4-1 thru F2.4-2 0 F2.4-3 1 F2.4-4 thr u F2.4-13 0 F2.4-14 1 F2.4-15 thru F2.4-25 0 F2.4-2b 1 2.5-' thlu 2.5-111 3 2.5-v 3 2.5-v111 thru 2.5-x 3 2.5-1 thru 2.5-v 1 2.5-viii thru 2.5-ix 1 2.5 u O 2.5 * '.nru 2.5-18d 1 2.5-19 thru 2.S-20 0 2.5-21 1 2.5-22 thru 2.5-24 0 2.5-2S thru 2.5-34a 1 2.5-3S thru 2.5-39 0 2.S-40 thru 2.5-464 1 2.5-50 0 2.51 0 2.5-52 1 2.5-53 thru 2.5-74 0 2.5-75 1 2.5-105 thru 2.5-158 0 2.5-76 thru 2.5-7bc 2 2.5-7 7 thru 2.5-104c 1 T2.S-1 (1 or SS thru $$ 01 55) G T2.5-2 (1or3 thru 3 or 6) 0 T2.5-4 (1 01 4 thru 4 cf <! O T2.5-4 (1 or 1) 0 T2.5-S (1 of 1) 1 T2.5-b (1 or 1) 1 T2.5-7 (1 ui 4 triru 4 ot 4) 1 T2.5-6 (1 ot 1) 1 T2.S-9 (1 of 1) 1 T2.5-10 delete notice 1 T2.5-11 (1 of 1) 1 T2.5-12 2 F2.5-1 thru F2.5-bt 0 F2.5-SA thru 12.5-Sb 1 F2.5-6 thru F2.5-8 0 F2.5-9 1 F2.5-10 thru F2.5-11 0 F2.5-12 thru F.25-13A 1 F2. 5- 14 1 F2.5-15 thru F2.5-48 0 F2.5-49 thru F2.5-b2 1 F2.5-u3 0 F2.5-on 1 F2.5-6S thr u 2.5-66 0 F2.5-b7 thru 2.5-69 2 9 2.6-1 2.6-1 thru 2.6-2 3
0 App 2.SA title page O fh EP-5
fd5E64 PSAR Page, Table (T), or Amandment Fiqure (F) furnber 2.5A-1 thru 2.5A-17 0 F2.5A-1 thru F2.5A-33 0 App 2.5D title page 0 2.53-1 thru 2.5b-8 0 F2.5B-1 thru 2.5B-12 0 App 2.5C title page 0 2.5C-1 1 2.5C-2 (R-borings) title page O R-1 (1 ot 5 thru 5 of 5) O h-2 (1 of 4 thru 2 of 4) 0 R-2 (3 of 4 thru 4 of 4) 1 R-3 (1 or 8 thru 8 of b) 0 R-4 (1 of 5 thru 5 - 5) 0 R-5 (1 or 2 thru 2 2) 1 R-6 (1 of 3 thru 3 c1 3) 1 R-7 (1 of 4 thru 2 of 2) 1 R-d (1 ot 3 thru 3 of 3) 1 R-9 (1 of 2 thru 2 of 2) 1 R-10 (1 o* 3 thru 3 ot 3) 1 h-11 (1 c.f 3 thru 3 of 3) 1 R-12 (1 at 4 thru 4 of 4) 1 R-13 (1 ot 3 thru 3 of 3)
R-14 (*. of 4 thru 4 of 4) 1 1
R-15 (1 or 4 thru 4 or 4) 1 R-16 (1 or 3 thru 3 of 3) 1 R-17 (1 of 4 thru 4 of 4) 1 R-18 (1 or 3 thru 3 of 3) 1 R-19 (1 31 5 thru 5 ot 5) 1 R-20 (1 at 2 thru 2 of 2) 1 R-21 (' of 2 thru 2 of 2) 1 R-22 (1 of 3 thru 3 of 3) 1 R-23 (1 of 4 thru 4 of 4) 1 R-24 (1 of 3 thru 3 of 3) 1 R-25 (1 ot 3 thru 3 of 3) 1 R-26 (1 of 2 thru 2 ot 2) 1 R-27 (1 of 2 thru 2 of 2) 1 R-28 (1 of 2 thrn 2 of 2) 1 k-29 (1 of 2 thru 2 or 2) 1 N/A (1 of 2 thru 2 of 2) 1 3 14 (1 of 1) 1 L-1 (1 ot 1) 1 L-4 (1 of 1) 1 L-8 (1 of 1) 1 2.5C-3 (b-boring s) title page O S-1 (1 of 2 thru 2 oi 2) O S-2 (1 or 2 thru 2 of 2) O S-3 (1 of 2 thru 2 of 2) O S-4 (1 of 2 thru 2 of 2) O S-S (1 of 2 thru 2 or 2) O S-b (1 of 2 thru 2 of 2) 0 S-7 (1 of 2 thru 2 of 2) O S-8 (1 of 2 thru 2 of 2) O S-9 and S-9A (1 ot 2) O S-9A (2 or 2) 0 S-10 (1 of 2 thru 2 of 2) 0 S-11 (1 or 2 thru 2 ot 2) O S-12 g1 of 3 thru 3 or 3) O S-13 (1 ot 2 thru 2 of 2) 0 5-14 S-15 (1
(1 of or 2
2 thru thru 2
2 of of 2) 2)
0 0
g
(_
}
S-16 (1 of 3 thru 3 of 3) O EP-6
IdYSE6G PSAR Pcage , Table (T) , or IJner.dsnent Fiqur e* iP) fiumtw r 3-17 (1 or 2 thru 2 ut 2) O S-18 (1 ot 2 thru 2 of 2) O S-19 (1 of 2 thru e 01 2) O S-20 (1 or 2 thru 2 or 2) O S-21 (1 of 2 thru 2 or 2) O S-22 (1 or 2 thru 2 or 2) O S-23 (1 or 2 thru a of 2) O S-24 (1 or 2 thru 2 of 2) O S-25 (1 or 2 thru 2 or 2) O S-26 (1 of 3 thru 3 of 3) 0 S-27 (1 or 2 thru 2 or 2) 0 S-zu (1 or 2 triru 2 or 2) O S-29 (1 of 2 thru 2 of 2) 0 S-30 (1 ut 2 thru 2 of 2) O S-31 (1 or 2 thru 2 of 2) O S-32 (1 or 2 thru 2 of 2) O S-33 (1 ot 2 thru 2 of 2) O S-34 (1 or 2 thru 2 of 2) 0 6-35 (1 or b thru 6 of b) 0 2.SC-4 (G-boring s) title page O G-1 (1 of 2 thru 2 of 2) 0 G-2 (1 ot 2 thru 2 or 2) 0 6-3 (1 of 3 thru 3 of 31 0 G-4 (1 of 2 thru 2 of 2) 0 G-5 (1 or 4 thr u 4 of 4) 0 G-6 (1 of 4 thru 4 of 4) 0 G - t> (Geologic) (1 of 4 thru 4 of 4) 0 G-7 (1 or 2 thru 2 ot 2) 0 G-8 (1 ot 4 thru 4 of 4) 0 G-9 (1 ot 2 thru 2 or 2) 0 G-9 () or 2 thru 2 ot 4) 0 G-10 (1 or 2 thru 2 of 2) 0 G-11 (1 ot 4 thru 4 of 4) 0 G-12 (1 or 2 thru 2 or 2) 0 6-13 (1 of 1) 0 G-14 (1 of 2 thru 2 ot 2) 0 G-15 (1 of 1) 0 6-16 (1 of 2 thru 2 of z) 0 G-17 (1 or 2 thru 2 or 2) 0 G-lu (1 or 1) 0 G-19 (1 of 2 tnru 2 of 2) O G-20 (1 of 2 thr u 2 of 2) 0 G-41 0 G-22 11 of 2 thru 2 of 2) 0 G-23 (1 of 4 thru 4 or 4) 0 G-23 (Geologic) (1 ot 4 thru 4 ot 4) 0 G-44 (1 of 4 thru 4 ot 4) 0 G-24 (Geologic) (1 of 4 thru 4 ot 4) 0 G-25 (1 ot 4 thru 4 ot 4) 0 G-26 () of 4 thru 4 of 4) 0 G-26 (Geologic) (1 of 4 thru 4 of 4) 0 G-27 (1 or 4 thru 4 ot 4) 0 G-27 (Geolog ic) (1 of 4 thru 4 of 4) 0 G-zo (1 or 2 thru 2 of 2) 0 G-29 (1 of 4 thru 4 or 4) 0 G-30 (1 of 4 thru 4 of 4) 0 G-31 (1 o; 4 thru 4 of 4) 0 G-32 (1 or 2 thru 2 of 2) 0 G-33 (1 or 4 thru 4 of 4) 0 G-34 (1 of 2 thru 2 of 2) 0 G-35 (1 or 2 thru 2 of 2) 0 G-36 (1 or 4 thru 4 of 4) 0 G-37 (1 ot 2 thru 2 of 2) 0 fh EP-7
NYSE&G PSAR Page, Table (T) , or Ame_n*_?*t P1qure (F) h"-
G-38 (1 of 4 thru 4 of 4) 0 G-39 (1 or 1) 0 G-40 (1 of 2 thru 2 or 2) 0 G-41 (1 of 2 thru 2 of 2) 0 G-42 (1 or 2 thru 2 of 2) O 0
G-43 (1 ot 2 thru 2 of 2) 0 G-44 (1 of 1)
G-45 (1 or 1) O 0
G-46 () of 1) 6-47 (1 of 1) 0 G-4d (1 of 2 thru 2 or 2) 0 0
G-49 (1 of 1)
G-50 (1 ot 1)
G-51 (1 or 1) v G-52 (1 of 1)
G-53 (1 of 1) 0 G-54 (1 of 1) 0 G-55 (1 or 2 thru 2 of 2) 0 G-56 (1 of 2 thru 2 of 2) 0 G-57 (1 of 1) 0 G-SM (1 or 1) 0 6-59 (Geologic) (1 ot 3 thru 3 of 3) 0 G-60 (1 of 1) 0 1
G-61 () of 1)
G-62 (1 of 1) 1 1
G-b3 (1 of 1)
G-b4 (1 01 1) 1 G-b5 (1 of 1) 1 G-66 (1 of 1) 1 G-b7 (1 or 2 thru 2 of 2) 1 6-b8 (1 of 2 thru 2 of 2) 1 G-69 (1 of 1) 1 G-70 (1 or 1) 1 G-71 (1 of 1) 1 G=72 (1 oi 1) 1 G-13 (1 of 3 thru 3 ot 3) 1 G-74 (1 of 3 thru 3 of 3) 1 G-75 (1 of 5 thru 5 of 5) 1 G-7b (1 of 4 thru 4 of 4) 1 G-77 (1 or 1) 1 G-78 (1 of 1) 1 G-79 (1 of 1) 1 G-80 (1 of 1) 1 G-31 (1 or 1) 1 G-82 (1 of 1) 1 G-83 (1 of 1) 1 2.5C-5 (B-bor tngs) title page 0 B-1 (1 of 1) 0 b-2 and B2A (1 of 1) O B-3 (1 ot 2 thru 2 or 2) 0 u-4 (1 or 1) 0 b-5 (Geologic) (1 of 4 thru 4 of 4) O B-o (1 of 1) O B-7 and b-7A (1 ot 1) O Explanation of Boring Injs 0 2.5C-b (T-Boring s) 0 1
T-1 (1 of 2 thru 2 of 2) -
1 T-2 (1 or 2 thru 2 of 2)
T-3 (1 or 2 thru 2 of 2) 1 T-4 () or 2 thru 2 or 2) 1 97 T-5 (1 of 2 thru 2 of 2) 1 UI EP-8
NYSELG PSAR Page, TdDie (T) , or Amentiment Fiqure (P) Numtw r 2.5C-7 (Gamma Logs) 0 k-1 (1 OL 5 thru 5 or 5) 0 k-3 (1 or 8 tnxu b of b) 0 App 2.5D title page 0 2.5D-1 thru 2.5D-3 0 2.5D.1-1 thru 2.5D-2 0 F2.50-1A 0 F2.5D-1 thru F2.5D-25 0 App 2.5L title page 0 2.5b-1 ttiru 2.5E-4 0 T2.5E-1 (1 ot 1) 0 F2. 5L-1 thr u F2. $t-3 0 App 2.5F t2tle page 0 2.5F-1 tnru 2.5F-2 0 2.5F.1-1 thru 2.>F.1-1b 0 2.5F.2-1 thru 2.5F.2-23 0 2.5F.3-1 thru 2.5F.3-17 0 2.5F.4-1 thru 2.5F.e-99 0 2.5F.5-1 thru 2.5F.5-12 0 App 2.5G title page 0 TP) (1 of 1) 0 TP2 (1 of 1) 0 TP3 (1 ot 1) 0
'i P 4 (1 ot 1) 0 TPS (1 of 1) 0 TP6 (1 or 1) 0 TP7 (1 of 1) 0 TPo (1 oi 1) 0 TP9 (1 of 1) 0 IP10 (1 or 1) 0 TP11 (1 or 1) 0 TP12 (1 or 1) 0 TP13 (1 or 1) 0 TP14 (1 or 1) 0 TP15 (1 or 1) 0 Trib (1 of 1) 0 TP17 (1 of 1) 0 TP18 (1 or 1) O TP19 (1 of 1) 0 TP22 (1 of 1) 0 TP23 (1 ot 1) 0 TPe4 (1 of 1) 0 TP25 (1 or 1) 0 App 2.511 title page 2 .5111 thru 2.5116 0 F2.5rt-1 thru F2.511-16 App 2.51 title page 1 2.51-1 tnru 2.51-48 1 T2.51-1 thru T2.51-2 1 F2.51-1 thru F2.51-35 1 (2.51) A1 Cover [htt 1) 1 (2.51) Al-1 thru A1-23 (Att 1) 1 (2.5IA1 Figure Cover (Att 1) 1 (2.51) F A1-1 thru A1-18 (Att 1) 1 2.51)A2 Cover (Att 2) 1 (2.5I) A2 REI keport Cover (Att 2) 1 (2.51) A2 REI Cover Description (Att 2) 1 (2.51)A2 hEI-1 thru TEI-6 (Att 2) 1 LP-9
NYSESG PSAR Page, Table (T) , or Amendnaent M r.re (F) Numter (2.51)A2 kEl App A-1 (Att 2) 1 (2.51)A2 kEI T-1 (Att 2) 1 (2.5I) A2 hEI F-1 (Att 2) 1 (2.51) a2 REI App b Cover (Att 2) 1 (2.51) A2 REI utg Exp 838 1 (2.5I) A2 REI Htg Exp 8 37 1 (2.5I_A2 kEl litg Exp 8 35 1 (2.51) A2 LEI sitg Exp s 40 1 (2.5I)A2 kEI litg Exp 836 1 (2.5I) A2 REI utg Exp 8 33 1 (2.5I) A2 hEI Utg Exp 4 24 1 (2.51) A2 REI Htg Exp s 31 1 (2.5K) A2 hEI litg Exp s23 1 (2.51)A2 REI Htg Exp 818 1 (2.51) A2 hEI litg Exp 815 1 (2.5I) A2 REJ Htg Exp 816 1 (2.51) A2 REI Htg Exp 810 1 (2.51) A2 RTI litg Exp 822 1 (2.51) A2 hEI Htg Exp #21 1 (2.5I) A2 REI Htg Exp 859 1 (2.57) A2 REI Utg Exp 8 55 1 (2.5I) A2 hhl lltg Exp e 56 1 (2.51) A2 AEI Htg Exp e 54 1 (2. 5I) A2 EI I !!tg Exp s b la , b 1 (2.51) A2 KEI Htg Exp 8 50 1 (2.51) A2 kEI Htg Exp 8 44 1 (2.51) A2 hEI Htg Exp e 43 1 (2.51) A2 REI litg Exp 8 45 1 (2.51) a2 KEI litg Exp 8 4 6 1 (2.5I) A2 REI litg Exp e 49 1 (2.5I) A2 REI Htg Exp e 42 1 (2.5I) A2 hEI Htg Erp 86 1 (2.51) A2 REI litg Exp e5 1 (2.5I) A2 REI litg Exp 8 9 1 (2.5I) A2 REI litg Exp 81 (2.5I) A2 kEI litg Exp 8 4 1 (2.5I) A3 Cover (Att 3) 1 (2.5I) A3 Chem Anal 1 thru 3 (Att 3) 1 (2.51)A4 Cover (Att 4) 1 (2.51)A4 Lgr k-204-1 thru R-204-7 1 (2.5I) AS Cover (Att 5) 1 (2.5I)A5 Cheu Anal 1 thru 7 (Att 5) 1 App 2.5J title page 0 2 . 5J -111 0
- 2. 5J - 1 0 2.5J-3 thru 2.5J-13 0 T of C (G-Z-DSA Report) 0 1 thru 5 0 T1 (1 or 2 thru 2 ot 2) 0 T2 (1 of 2 thru 2 ot 2) 0 T3 (1 or 2 thru 2 of 2) 0 F1 thru F22 0 App 2.5K title page 0 2.5K-iil O 2.5K-1 0 2.5K-3 thru 2.5K-7 0 2.5K-9 thru 2.5K-17 0 2.5K-19 0 2.5K-21 thru 2.5K-31 0 2.DK-33 0 2.5K-35 thru 2.5K-38 0
\h EP-16
hYhEtA. PLAR Page, Table (T) , or Asut ndment Figure (F) humlie r App 2.ih title page 0 2.Sh-1 thru 2.Sh-2 O F2.5L-1 t hr u F2.Sh-2 0 2.5M title page 1 2.5M-1 thru 2.511-11 1 2.5-1 titr u 2.5M-13 1 T2.5M-1 (1 of 1) 1 F2.SM-1 thru F2.5M-4 1 Attacts I title page 1 12.SH-1 thru I 2 . 5M- 3 t6 1 Attach 11 title page 1 lle.SM-1 thru 112.5-11 1 Attach III t_I t l e- page 1 I l l 2 . SM - 1 1 Attach IV title page 1 IV2.5M-1 thru IV2.5M-7 1 Attach V title page i V2.5M-1 thru V2.5M-b 1 Attach VI title page 1 VI2.SM-1 thru V12.5M-b 1
.$ - 1 thru 3-111 2 3.1-1 thru 3.1-2 0 3.2-1 0 13.2-1 () or 1) 0 3.3-1 0 3.4-1 1 3.5-1 thru 3.5-2 0 3.b-1 0 3.7-1 1 3.u-1 0 3.9-1 1 T3.9-1 0 3.10-1 0 3.11-1 1 App 3A title page 0 3A-i tinu 3A-11 0 lA-111 thru 3A-1v 0 3A.1-1 thru 3A.1-3 0 3A.1-4 thru 3A .1 - 4 a 1 3A.1-S 0 4.0-1 0 S-1 0 S.0-1 thru S.0-2 0 h-1 2 u-111 0 6-v 0 b.0-1 tlaru 6.0-2 0 6.0-3 tJir u 6.0-4 1 Th.2-1 (l of 1) 0 Tb.2-2 (1 or 1) 0 Tb.4-3 (1 ot 2 thru 2 ot 2) 0 Tb.2-4 (1 ot 1) 0 Fb.2-1 1 16.2-2 0 7-1 3
,- w 7.0-1 thru 7.0-2 0 3
419 7;o LP-11
?EEG PSAk Pag te , Tal,le (T) , or Antendment F1qure (F) Nuntber F7 .1- 1 0 F7.1-2 3 8-1 0 6-111 0 8.1-1 thru 8.1-2 0 6.2-1 thru 8.2-4 0 F8.2-1 O F8.2-2 0 8.3-1 0 6.4-1 thru 8.4-2 1 3-1 thru 9-111 2 9-v 2 9-vii 0 9.1-1 thru 9.1-4 0 9.2-1 thru 9.2-4 0 9.2-5 thru 9.2-ba 2 9.2-7 thru 9.2-u O 19.2-1 (1 of 1) 0 T9.2-2 (1 of 1) 2 T9.2-3 (1 of 1 thru 2 of 2) 0 T9.2-4 (1 of i) 0 T9.2-5 (1 or 2 thru 2 of 2) 2 F9.2- 1 thru F9.2-9 0 9.3-1 0 9.4-1 thru 9.4-3 0 F9.4-1 0 9.5-1 thru 9.5-4a 1 9.5-5 thru 9.5-6 0 9.5-7 thru 9.5-12 1 F9. 5- 1 thru F9.5-3 1 10-1 0 10-111 0 10-v 0 10.1-1 0 10.2-1 0 10.3-1 0 10.4-1 thru 10.4-2 0 10.4-3 thru 10.4-4a 1 10.4-5 thru 10.4-6 0 T10.4-1 0 F 10.4-1 t hru F10.4-7 0 11-1 0 11-111 thru 11-v 0 11.1-1 0 11.2-1 thru 11.2-2 3 11.2-1 thru 11.2-7 0 T11.2-1 (1 of 1) 0 T11.2-2 (1 of 3 thru 3 of 3) 3 T11.2-3 (1 or 2 thru 2 of 2) 0 T11.2-4 (1 of 2 'hru 2 of 2) 0 T11.2-5 (1 of 2 thru 2 of 2) 0 T11.2-b (1 of 2 thru 2 or 2) 0 T11.2-7 (1 of 1) 0 T11.2-8 (1 or 1) 3 T11.2-9 (1 ot 1) 0 F11.2-1 0 11.3-1 thru 11.3-5 0 T11.3-1 (1 of 1) 0 T11.3-2 (1 of 1) 0 T11.3-3 (1 of 1) 0 T11.3-4 (1 of 1) O q,gy 3 })
u EP-12
NYSEbG PSAh Pa tJ e* , Table. (T) , or Aciendnaent F14ure (F) Number T11.3-5 (1 or 1) 0 T11.3-6 (i ut 11 0 T11.3-7 (1 of 1) 0 11.4-1 0 11.5-1 0 11.6 - 1 thr u 11.6-3 0 T11.b-1 (1 or 3 thru 3 ot 3) 0 F11.6-1 0 12-1 2 1e-111 2 12.1-1 thru 12.1-24 1 12.1-3 thru 12.1-4 1 T12.1-1 0 T12.1-2 0 T12.1-3 0 F12.1-1 1 12.2-1 thru 12.2-2 0 T12.2-1 0 12.3- 1 thru 12.3-3 0 12.4-1 0 13-1 t hru 13-111 2 13-v 13-v11 13.1-1 thru 13.1-11 2 T13.1-1 0 T13.1-2 0 T13.1-3 0 F 13.1-1 thru F13.1-7 13.2-1 thru 13.2-z O 13.2-3 thru 13.2-4a 1 13.2-5 thru 13.2-7 0 F13.2-1 13.3-1 thru 13.3-7 T13.3-1 T13.3-2 F13.3-1 turu F13.3-3 13.4-1 0 13.5-1 1 13.b-1 0 14-1 0 14.1-1 thru 14.1-2 1 15-1 0 15-111 0 15.0-1 thru 15.0-2 0 T15.1-1 (1 c1 1) 0 T15.1-2 (1 of 1) 0 16-1 thru 16-11 0 16-111 16-v 0 16.0-1 thru 16.0-11 0 T16.6-1 (1 of 1) 0 F16.6-1 thru F16.2-b 0 17-1 thru 17-111 2 17-v 0 17.1-1 thru 17.1-10 0 17.1-11 thru 17.1-12a 1 17.1-13 thru 17.1-30 0 4iB 212 EP-13
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NYSE6G PSAk Page, Table (T) , or J.mendmnt Fiqure (F) Numter 17.1-31 thru 17.1-32a 1 17.1-33 thru 17.1-34 0 T17.1-1 0 T17.1-2 0 T17.1-3 0 T17.1-4 0 F17.1-1 0 F17.1-2 0 F17.1-3 0 F17.1-4 0 17.2-1 0 Acceptance heview Questions and Responses 3 0010.1 (1 p) 1 Q022.1 (1 p) 1 Q022.2 (1 p) 1 9032.1 (1p) 2 QO32.2 (1p) 2 9032.3 (1p) 2 Q032.4 (1p) 3 Q032.5 (1p) 2 9032.0 (1p) 2 0032.7 (1p) 2 9040.1 (3 p) 1 0040.2 (3 p) 1 Q040.3 (1 p) 1 9040.4 (2 p) 1 9040.5 (1 p) 1 V040.0 (1 p) 1 V040.7 (1 p) 1 9040.6 (1 p) 1 Q112.1 (1 p) 1 Q130.1 (1 p) 1 Q130.2 (1 p) 1 Q130.3 (1 p) 1 Q221.1 (2 p) 1 9231.1 (1 p) 1 Q312.1 (1 p) 1 Q327.s (1 p) 1 Q321.2 (1 p) 1 Q321.3 (1 p) 1 Q 3 21. 4 (1 p) 1 Q331.1 (1 p) 1 Q331. 2 (1 p) 1 0331.3 (1 p) 1 0361.1 (1 p) 1 Q361. 2 (1 p) 1 Q3bl.3 (1 p) 1 9361.4 (1 p) 1 Q361.5 (1 p) 1 Q361.6 (1p) 2 9361.7 (1 p) 1 9361.8 (1 p) 1 Q361.9 (1 p) 1 Q371.1 (1p) 1 9371.2 (1p) 1 Q 371. 3 (1 p) 1 9371.4 (1 p) 9371.5 Q371.6 (1 p) 1 1
i k\0g 2}3 EP-14
hYSLbG PSAR Page, Table (T), or AntruinEnt Figure (F) Numlatr V371.7 (1p) 1 0371.8 (1p) 1 0371.9 (1p) 1 QJ71.10 (1p) 1 Q371.11 (1p) 1 Q371.12 (1p) 1 Q371.13 (1p) 1 Q371.14 (Ip) 1 V371.15 (1p) 1 Qa71.1b (1p) 1 Q371.17 (1p) 1 Q371.18 (1 p) 1 V371.19 (1 p) 1 Q371.20 (1 p) 1 Q371.21 (1 p) 1 Q371.22 (1 p) 1 Q371.23 (1 p) 1 Q371.24 (1 p) 1 V371.25 (1 p) 'd Q371.26 (1 p) 1 Q371.27 (1 p) 1 Q371.28 (1p) 2 Q372.1 (1 p) 1 Q372.2 (1 p) 1 Q372.3 (1 p) 1 Q372.4 (1 p) 1 Q372.5 (1 p) 1 V372.6 (1 p) 1 Q372.7 (1 p) 1 V372.6 (1 p) 1 9372.9 (1 p) 1 Q372.10 (1 p) 1 Q372.11 (1 p) 1 Q372.12 (1 p) 1 Q372.13 (1 p) 1 Q372.14 (1 p) 1 Q372.15 (1 p) 1 Q421.1 (1 p) 1 V421.2 (1 p) 1 0421.3 (1 p) 1 Q421.4 (1 p) 1 Q423.1 (1 p) 1 Q441.1 (1 p) 1 Vr.41. < gi p) 1 C441.3 (1 p) 1 Q442.1 (1 p) 1 0442.2 (1 p) 1 gp_33
NYSE8G PSAR T/PLE OP CONTENTS SECTION 2.1 NOTE: Missing section numbers vill be found in SWESSAR-Pl.
Section Title Page 2.1 GEOGRAPHY AND DEMOGRAPHY . . . . . . . . . . . . . . . . . . . . 2.1-1 2.1.1 Site Location and Description . . . . . . . . . . . . . . . . 2.1-1 2.1.1.1 Specification of Location . . . . . . . . . . . . . . . . . 2.1-1 2.1.1.2 Site Area Map . . . . . . . . . . . . . . . . . . . . . . . 2.1-1 2.1.1.3 Boundaries for Establishing Effluent Release Limits . . . . 2.1-1 2.1.2 Exclusion Area Authority and Control . . . . . . . . . . . . . 2.1-2 2.1.2.1 Authority . . . . . . . . . . . . . . . . . . . . . . . . . 2.1-2 2.1.2.2 Control of Activities Unrelated to Plant Operation . . . . . 2.1-3 2.1.2.3 Arrangements for Traffic Control . . . . . . . . . . . . . . 2.1-3 2.1.2.4 Abandonment of Relocation of Roads . . . . . . . . . . . . . 2.1-4 2.1.3 Population and Population Distribution . . . . . . . . . . . . 2.1-4 2.1.3.1 Population Projection Methodology . . . . . . . . . . . . . 2.1-4 2.1.3.: Population within 10 Miles of Site . . . . . . . . . . . . . 2.1-5 2.1.3.3 Population Between 10 and 50 Miles of Site . . . . . . . . . 2.1-6 2.1.3.4 Transient Populatian . . . . . . . . . . . . . . . . . . . . 2.1-7 2.1.3.5 Low Population Zone . . . . . . . . . . . . . . . . . . 2.1-9 2.1.3.6 Population Center . . . . . . . . . . . . . . . . . . . . 2.1-11 2.1.3.7 Population Density . . . . . . . . . . . . . . . . . . . . 2.1-12 418 215 Amendment 3 2.1-1 April 1979
NYSE8G PSAR LIST OF TABLES SECTION 2.1 Table Title 2.1-1 Distances from Release Points to the Restricted Area Boundary 2.1-2 Current (1978) " operty owners 2.1-3 1970 Population of Settlements within 10 Miles of Site 2.1-4 1970 Population and Population Density within 10 Miles of Site 2.1-5 Projected Population and Population Density, by Sector, within 10 Miles of Site, 1991 2.1-6 Projected Populatien and Population Density, by Sector, within 10 Miles of Site, 1993 2.1-7 Projection Population and Population Density, by Sector, -
within 10 Miles of Site, 2000 2.1-8 Projected Population and Population Density, by Sector, within 10 Miles of Site, 2010 2.1-9 Projected Population and Population Density, by Sector, within 10 Miles of Site, 2020 2.1-10 Projected Population and Population Density, by Sector, within 10 Miles of Site, 2030 2.1-11 Age Distribution of the Population within 10 Miles for Station Midlife 2.1-12 1970 Population of Cities and Towns of 50,000 Persons or More between 10 and 50 Miles of Sito 2.1-13 1970 Population and Population Density, by Sector, between 10 and 50 Miles of Site 2.1-14 Projected Population and Population Density, by Sector, between 10 and 50 Miles of Site, 1991 2.1-15 Projected Population and Population Density, by sector, between 10 and 50 Miles of Proposed Site, 1993 2.1-16 Projected Population and Population Density, by Iector, between 10 and 50 Miles of Proposed Site, 2000 2.1-17 Projected Population and Population Density, by Sector, between 10 and 50 Miles of Site, 2010 b h~li,,
Amendment 3 2.1-iii . April 1979 4102h
NYSE8G PSAR LIST OF TABLES (Cont'd)
Table Title 2.1-18 Projected Population and Population Density by Sector, between 10 and 50 Miles of Site, 2020 2.1-19 Projected Population and Population Density, by Sector, between 10 and 50 Miles of Site, 2030 2.1-20 Age Distribution of the Population between 10 and 50 Miles for Station Midlife 2.1-21 Transient Population within 10 Miles of the Site 2.1-22 Population Distribution Including Peak Transients and Rosidents for the Low Population Zone (3.0 Mile Radius), 197) 2.1-23 Transient Population within Low Population Zone 2.1-24 Pacilities between 3 and 5 Miles of the Site Center 2.1-25 Institutional Pacilities within the Low Population Zone 2.1-26 Recreational Pacilities within the Low Population Zone k\J Amendment 3 2.1-iv April 1979
NYSEAG PSAR LIST OF FIGURES Tigure Title 2.1-1 General Location Map 2.1-2 Site Area Map 2.1-3 Property Map 2.1-4 Population Distribution ::ap 0-10 Miles 2.1-5 Population Distribution Map 10-50 Miles 2.1-6 Transient Population Map 0-10 Miles 2.1-7 Population Concentrations in the Low Population Zones
@ 418 218 Amendment 3 2.1-v April 1979
NYSZ8G PSAR TABLE OF CONTENTS SECTION 2.2 NOTE: Missing section numbers will be foun' in SWESSAR-Pl.
Section Title Pare 2.2 NEARBY INDUSTRIAL, TRANSPORTATION, AND MILITARY FACILITIES . . . 2.2-1 2.2.1 Locations and Routes . . . . . . . . . . . . . . . . . . . . 2.2-1 2.2.2 Descriptions of Nearby Industrial, Transportation, and Military Facilities . . . . . . . . . . . . . . . . . . . . . 2.2-1 2.2.2.1 Description of racilities . . . . . . . . . . . . . . . . 2.2-1 2.2.2.2 Description of Products and Materials . . . . . . . . . . . 2.2-1 2.2.2.3 Pipelines . . . . . . . . . . . . . . . . . . . . . . . . . 2.2-2 2.2.2.4 Waterways . . . . . . . . . . . . . . . . . . . . . . . . . 2.2-2 2.2.2.5 Airports . . . . . . . . . . . . . . . . . . . . . . . . . . 2.2-2 2.2.2.6 Projections of Industrial Growth . . . . . . . . . . . . . . 2.2-3 2.2.3 Evaluation of Potential Accidents . . . . . . . . . . . . . . 2.2-4 2.2.3.1 Explosions . . . . . . . . . . . . . . . . . . . . . . . . . 2.2-4 2.2.3.2 Flammable Vapor Clouds . . . . . . . . . . . . . . . . . . . 2.2-5 2.2.3.3 Onsite and Nearby Offsite Toxic Chemical Releases . . . . . 2.2-5 2.2.3.4 Tires . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.2-6 2.2.3.5 Collisions with Intake Structure . . . . . . . . . . . . . . 2.2-6 2.2.3.6 Liquid Spills . . . . . . . . . . . . . . . . . . . . . . . 2.2-6 2.2.3.7 Aircraft Hazard . . . . . . . . . . . . . . . . . . . . . . 2.2-6 4l8 219 Amendment 3 2.2-1 April 1979
NYSE1C PSAR LIST OF TABLES
@ SECTION 2.2 Table Title 2.2-1 Industrial racilities and hazardous Material Use within 10 h,les of the Site 2.2-2 Primary Access Routes, Capacities and Volumes 1977;1989 2.2-3 Storage and Distribution of Battled Gases in Areas No r the Site 2.2-4 Onsite Storage of Toxic Chemicals 2.2-5 Of f site Transportation of Toxic Chemicals 2.2-6 Maximum Control Room Toxic Gas Concentrations (ppm) 418 220 Amendment 3 2.2-iii April 1979
NYSERG PSAR LIST OF FIGURES SECTION 2.2 f_1fJ,tra T1t1e 2.2-1 Industrial and Trans. Facilities and Pipelines within 5 Hiles 4IO3V 971 Lul 8
Amendment 3 2.2-v April 1979
NYSE8G PSAR TABLE OF CONTENTS SECTION 2.3 NOTE: Missing section numbers will be found in SWESSAR-P1 Section Title Pare 2.3 HETEOROLOGY 2.3-1 2.3.1 Regional Climatology 2.3-1 2.3.1.1 General Climate 2.3-1 2.3.1.2 Regional Meteorological Conditions for Design and Operating Bases 2.3-2 2.3.1.2.1 Severe Weather Analysis 2.3-2 2.3.1.2.2 Potential for High Air Pollution 2.3-4b 2.3.1.2.3 Freezing Rain 2.3-5 2.3.1.2.4 Extreme Snow Lcads 2.3-5 2.3.1.2.5 Meteorological Parameter Values Used for Evaluating the Ultimate Heat Sink 2.3-6 2.3.1.2.6 Design Basis Tornado 2.3-6 2.3.1.2.7 One Hundred Year Fastest Mile Wind Speed 2.3-6 2.3.2 Local Meteorology 2.3-7 2.3.2.1 Normal and Extreme Values of Meteorolog :a1 Parameters 2.3-7 2.3.2.1.1 Long Term Data 2.3-7 2.3.2.1.1.1 Temperature and Humidity 2.3-8 2.3.2.1.1.2 Winds 2.3-9 2.3.2.1.1.3 Stability 2.3-10 2.3.2.1.1.4 Precipitation 2.3-11 2.3.2.1.1.5 Teg 2.3-12 2.3.2.1.1.6 Mixing Depth 2.3-13 2.3.2.1.2 Twelve-Month Onsite Data 2.3-13 2.3.2.1.2.1 Tenperature and Humidity 2.3-13 2.3.2.1.2.2 Winds 2.3-14 2.3.2.1.2.3 Stability 2.3-15 2.3.2.1.2.4 Precipitation 2.3-15 2.3.2.1.3 Data Representativeness Study 2.3-15 2.3.2.1.3.1 Representative Climatological Data Pase 2 3-15 2.3.2.1.3.2 Teaporal Representativeness 2.1-21 2.3.2.2 Potential Influence of the Plant and Its Tacilities on Local Meteorology 2.3-26 2.3.2.2.1 Togging and Icing 2.3-27 2.3.2.2.2 Visible Plume Length and Solar Radiatier. Reduction 2.3-27 2.3.2.2.3 Humidity Enhancement 2.3-28 2.3.2.2.4 Rain, Snov, and Cloud Modification 2.3-28 2.3.2.2.5 Effects Due to racility Structural Features 2.3-29 2.3.2.2.6 Regional Topographic Teatures 2.3-30 2.3.2.3 Local Meteorological Conditions for Design and operating Bases 2.3-30 2.3.3 Onsite Meteorological Measurements Program 2.3-30 2.3.3.1 Preoperational and Operational 'rograms 2.3-30 2.3.3.1.1 Meteorological Measurements 2.3-30 Amendment 3 2.3-1 April 1979
NYSE8G PSAR TABLE OT CONTENTS (Cont'd)
S_ection lill_q Page 2.3.3.1.2 Meteorological Instrumentation 2.3-31 2.3.3.1.3 Digital Recording System 2.3-31a 2.3.3.1.4 Analog Recording System 2.3-31a 2.3.3.1.5 Instrument Calibration Methods 2.3-31a 2.3.3.1.6 System Maintenance and Operation Procedure 2.3-32 2.3.3.1.7 Datl Analysis Procedures 2.3-32 2.3.3.1.C Operational Program 2.3-32a 2.3.3.2 Joint Wind-Stability frequency Distribution 2.3-33 2.3.4 Short-Term (Accident) Diffusion Estimates 2.3-34 2.3.4.1 Objective 2.3-34 2.3.4.2 Calculations 2.3-34 2.3.5 Long-Term (Routiae) Diffusion Estimates 2.3-37 2.3.5.1 Objective 2.3-37 2.3.5.2 Calculation Techniques 2.3-37 2.3.5.2.1 Nomenclature 2.3-37 2.3.5.2.2 X/Q Modeling Technique 2.3-33 2.3.5.2.3 (X/Q) and D/Q Moceling Technique 2.3-41 2.3.5.2.4 Methodo'ogy Employed for an Interetttent Release 2.3-41 0
1,
- > 223 Amendment 3 2.3-11 April 1979
NYSE4G PSAR LIST OF TABLES SECTION 2.3 Table Titiq 2.3-1 Syracuse and Rochester Thunderstorm Days 2.3-la 20,000 Ampere Lightning Strike Probabilities for Safety Related Etructures - Either Unit 2.3-2 Occurrences of Hail of Any Size as Recorded at the Syracuse or Rochester, N.Y. NWS Stations during the Period 1950-1977 2.3-3 Hailstorms with Hail of 0.75 Inch or Greater Diameter Occurring in New York State during the Feriod 1955-1967.
2.3-4 seasonal Distributions of Tornadoes by T-Scale Intensity occurring within 125 Nautical Miles of the New Haven Site 2.3-5 Tornado History 1950-1975 within 50 Nautical Miles of New Haven Site 2.3-6 Number of Treezing Rain / Drizzle Episodes during Each Winter Season 2.3-7 Distribution of Treezing Rain / Drizzle Episoder, Basad upon Number of Hours Duration 2.3-8 Cbserved Tastest Miles Wind Speed at the Syracuse NWS Station, 1949-1977 2.3-9 Long-Term Data Rescut-2.3-10 Syracuse Weather Service Data - Diurnal Variations of Tempera-ture ('T) 2.3-11 Watertown Weather Service Data - Diurnal Variations of Tempera-ture ('T) 2.3-12 Syracuse Weat'er Service Data Temperature Stattstics 2.3-13 Watertown Weather Service Data Temperature Statistics Average Monthly and Annual Temperature ('T) at the Syracuse NWS Station 2.3 15 Extreme Values of Average Montbly on Annual Temperature t'T) at the Syricuse NWS Station 2.3-16 Average Monthly and Annual Temperature (*T) at the Watertown NWS Station 418 224 Amendment 3 2.3 'ii April 1979
NYSE8G PSAR LIST OF TABLES (Cont'd)
Table Title 2.3-17 Extreme Values of Average Monthly and Annual Temperature (*F) at the Watertown NWS Station 2.3-18 Syracuse Weather Service Data - Diurnal Variations of Dew Point (*F) 2.3-19 Watertown Weather Service Data - Diurnal Variations of Dew Point ('T) 2.3-20 Syracuse Weather Service Data - Dev Point Statistics 2.3-21 Watertown Weather Service Data - Dev Point Statistics 2.3-22 Average Monthly and Annual Dev Point ('F) at the Syracuse NWS Station 2.3-23 Extrems Values of Average Monthly and Annual Dew Point ('F) at the Watertown NWS Station 2.3-24 Average Monthly and Annual Dew Point ('T) at the Watertown NWS Staticn f
2.3-25 Extreme Values of Average and Monthly and Annual Dew Point ('T) at the Watertown NWS Station 2.3-26 Syracuse Weather Service Data - Diurnal Variations of Relative Humidity (%)
2.3-27 Watertown Weather Service Data - Diurnal Variations of Relative Humidity (%)
2.3-28 Average Monthly and Annual Relative Humidity (%) at the Syracuse NWS Station 2.3-29 Extreme Values of Average Monthly and Annual Relative Humidity
(%) at the Watertown NWS Station 2.3-30 Average Monthly and Annual Relative Humidity (%) at the Watertown NWS Station 2.3-31 Extreme Values of Average Monthly and Annual Relative Humidity
(%) at the Watertown NWS Station 2.3-32 Syracuse Weather Service Data - Diurnal 7ariations of ABS Humidity ( gm/m')
2.3-33 ' ~
Watertown Weather Service Data - Diurnal Variations of ABS k\
Amendment 3 2.3-i v April 1979
NYSE8G PSAR LIST OF TABLES (Cont'd)
Table Title Horaidity (gm/m8 )
2.3-34 Syracuse Weather Service Data - Absolute Humiditi Statistics
'g'cu m) 2.3-35 Watert- m -cather S' *vice Data - Absolute Humidity Statistics tyt u n?
'.3-36
- r iga Mcnthly and Annual Absolute Humidity (gm/ru8) at the Syracuse NWS Station 2.3-37 ixtremo Values of Average Monthly and Annual Absolute Humidity
. g.a/ c u m ) at the Syracuse NWS Station 2.3-38 Average Monthly and Annual Absolute Humidity (gm/cu m) at the Watertown NWS Station 2.3-39 Extreme Values of Average Monthly and Annual Absolute Humidity (gm/cu m) at the Watertown NWS Station 2.3-40 Syracuse Weather Service Data - Percentage Frequencies of Wind Direction and Speed 2.3-41 Watertown Weather Service Data - Percentage Frequencies of Wind Direction and Speed 2.3-42 Extreme Values of Average Monthly and Annual Wind Speed at the Syracuse NWS Station 2.3-43 Extreme Values of Average Monthly and Annual Wind Speed at the Syracuse NWS Station 2.3-44 Monthly and Annual Wind Speed (mph) at the Watertown NWS Station 2.3-45 Extreme values of Average Monthly and Annual Wind Speed (mph) at the Watertown NWS Station 2.3-46 Syracuse Weather Service Data - Distribution of Peak Winds 2.3-47 Watertown Weather Service Data - Distribution of Peak Winds 2.3-48 Syracuse Weather Service Data Occurrences of Wind Direction Persistence by 22.5 Deg Sector 2.3-49 Watertown Weather Service Data occurrences of Wind Direction Persistence by 22.5 Deg Sector 9
Amendment 3 2.3-v April 1979
NYSEIG PSAR LIST OF TABLES (Cont'd)
Lable 11 tin 2.3-50 Syracuse Weather Service Data Wind Speed Associated with Max Wind Direction Persistence by 22.5 Deg Sector (mph) 2.3-51 Watertown Weather Service Data Wind Speed Associated with Max Wind Direction Persistence by 22.5 Deg Sector (mph) 2.3-52 Relative Frequency Distribution 2.3-53 Relative Frequency Distribution 2.3-54 Frequency Distribution of Hourly Occurrence of Stability Class, by Year, f . the Syracuse, NY NWS Station 2.3-55 Trequency Distribution of Hourly Occurrence of Stability Class, by Year, for the Watertown, NY NWS Station 2.3-56 Extreme Monthly and Annual Stability Class Trequencies Based on 1945 through 1975 STARJ Stability Class Trequencies for the Syrcau e, NY NWS Station 2.3-57 Extreme Monthly and Annurl Maxima and Minima Stability Class Frequencies Based on 1950 through 1964 Stability Class Frequencies f for the Watertown, NY NWS Station 2.3-58 Average, Extreme, and Extreme 24-hour Precipitation (inchts)
Measured at the Syracuse, NY NWS Station 2.3-59 Average, Extreme, and Extreme 24-hour Precipitation (inches) by Month, Measured at the Rochester, NY NWS Station 2.3-60 Average and Extreme Monthly Snowfall (inches) Measured at the Syracuse, NY NWS Station 2.3-61 Average and Extreme Monthly Snowfall (inches) Measured at the Rochester, NY NW S Station 2.3-62 Average and Extreme Number of Hours of Precipitation (20.01 inch / hour) for Monthly and Annual Periods as Observed at the Syracuse, NY N"5 Station 2.3-63 Average and Extreme Number of Hours of Precipitation (20.01 inch / hour) for Monthly and Annual Periods at the Rochester, NY NWS Station qv qL}
g 2.3-64 Daily Precipitation Rate Distribution Averaged by Month and Year as Observed at the Syracuse, NY NWS Station Amendment 3 2.3-vi April 1979
NYSE8G PSAR LIST OF TABLES . Cont'd)
Table Title 2.3-65 Daily Precipitation Rate Distribution Averaged by Month and Year as Observed at the Rochester, NY NWS Station 2.3-6e Hourly Precipitation Rate Distribution, Averaged by Month and Year as Observed at the Syracuse, NY NWS Station 2.3-67 Hourly Precipitation Rate Distribution, Averaged by Month and by Year as Observed at the Rochester, NY NWS Station 2.3-68 Syracuse Weather Service Data - Percentage Frequencies of Wind Direction and Speed during Precipitation 2.3-69 Rochester Weather Service Data - Percentage Frequencies of Wind Direction and Speed during Precipitation 2.3-70 Watertown Weather Service Data Percentage Frequencies of Wind Direction and Speed during Precipitation 2.3-71 Syracuse Weather Service Data Frequency Distribution of Fog and Heavy Fog Days 2.3-72 Watertown Weather Service Data Frequency Distribution of Tc3 and Heavy Fog Days 2.3-73 Syracuse Weather Service Data - Occurrence of Fog by Hour of Day 2.3-74 Watertown Weather Service Data - Occurrence of Fog by Hour of Day 2.3-75 Syracuse Weather Service Data - Occurrence of Fog by Wind Direction 2.3-76 Watertown Weather Service Data - Occurrence of Fog by Wind Direction 2.3-77 Extreme Values of Monthly and Annual Percent of Fog Days at the Syracuse NWS Station 2.3-78 Values of Monthly and Annual Percent of Fog Days at the Syracuse NWS Station 2.3-79 Extreme Values of Monthly and Annual Percent of Fog Days at tha Watertown NWS Station 2.3-80 Values of Monthly and Annual Percent of Fog Days at the Watertown NWS Station 2.3-81 Average Morning Minimum and Afternoon Mixing Heights (M AGL) for Buffalo, NY NWS Station Amendrent 3 2.3-vii April 1979 418 228
NYSE8G PSAR LIST OF TABLES (Cont'd)
Table Title 2.3-82 NYSERG Onsite Meteorolegical Data - Diurnal Variations of Temperatare (*F) at New Haven 10 m 2.3-83 NYSE8G Onsite Meteorological Data - Diurnal Variations of Relative (%) at New Haven 10 m 2.3-84 NYSE&G Onsite Metdorological Data - Diurnal Variations of Abs Humidity (g/m8) at New Haven 10 m 2.3-85 NYSEsG onsite Meteorological Data - Diurnal Variations of Dewpoint ('F) at New Haven 10 m 2.3-86 NYSE8G Onsite Meteorological Data - Diurnal Variations of Temperature ('F) at New Haven 100 m 2.3-87 NYSE8G Onsite Meteorological Data - Diurnal Variations of Relative Humidity (%) at New Haven 100 m 2.3-88 NYSE8G Onsite Meteorological Data - Diurnal Variations of Absolute Humidity (g/m') at New Haven 100 m 2.3-89 NYSE8G Onsite Meteorological Data - Diurnal Variations of Dewpoint ('F) at New Haven 100 m 2.3-90 Maximum and Minimum Hourly Temperature ('F) Measured at 10 m at New Haven Onsite Meteorological Tower 2.3-91 Maximum and Minimum Hourly Dewpoint (*F) Measured at 10 m at New Haven Onsite Meteorological Tower 2.3-92 Maximum and Minimum Temperature C'F) Measured at 100 m at New Haven Onsite Mateorological Tower 2.3-93 Maximum and Minimum Dewpoint (*F) Measured at 100 m at New Haven Onsite Meteorological Tower 2.3-94 Average Daily Maximum and Minimum Temperature C'F), Dew Point ('F), and Absolute Humidity (gm/cu m) Monthly and Annually as Measured at 10 m on the New Haven Onsite il18 229 Meteorological Tower 2.3-95 NYSE8G Onsite Meteorological Data Percentage Wind Direction and Speed Occurrence New Haven (10 m) 2.3-96 NYSE1G Onsite Meteorological Data Percentage Wind Direction and Speed Occurrence New Haven (61 m) 9 Amendment 3 2.3-viii April 1979
NYSEtG PSAR LIST OF TABLES (Cont'd)
Table Title 2.3-97 NYSE8G Onsite Meteorological Data Percentage Wind Direction and Speed Occurrence New Haven (100 m) 2.3-98 Maximum Wind Speed (mph) Measured at 10 m at New Haven Onsite Meteorological Towe; 2.3-99 Onsi*e Meteorological Data - Occurrences of Wind Direction Persistence by 22.5Deg Sector 2.3-100 Onsite Meteorological Data - Wind Speed Associated with Maximum Wind Direction Persistence by 22.5Deg Sector 2.3-101 Monthly and Annual Stability Class Trequency Distribution, Based on New Haven 61-10 m AT Onsite Meteorological Tower Data from April 1977-March 1978 2.3-102 Monthly and Annual Trequency Distribution of Consecutive Hourly Persistence of Inversion Conditions (AT/ Z>0), According to the 61-10 m AT. New Haven Onsite Data for Ap il 1977-March 1978 2.3-103 Monthly and Annual Total Precipitation and Number of Precipitation Hours (:.01 inch / hour) Measured at New H4ven Onsite Meteorological Station 2.3-104 Hourly Rainfall Rate Distribution Determined from New Haven Onsite Data 2.3-105 NYSE8G Onsite Meteorological Data Percentage Wind Direction and Speed Occurrence 2.3-106 Syracuse Weather Service Data - Percentage Frequencies of Wind Direction and Speed 2.3-107 Syracuse Weather Service Data - Diurnal Variations of Abs Humidity ( gm/m8 )
2.3-106 Syracuse Weather Service Data Diurnal Variations of Rel Humidity (%)
2.3-109 Syracuse Weather Service Data Diurnal Variations of Dewpoint ('T) 2.3-110 Relative Frequency Distribution 2.3-111 Monthly and Annual Trequency of Occurrence (Percentage of Day of Tog and Heavy Tog as Observed at the Syracuse NY NWS Station during the Period April 1977-March 1978 2.3-112 Syracuse Weather Service Data Occurrence of Tog by Hour of Day Amendment 3 2.3-ix April 1979
NYSE1G PSAR LIST OF TABLES (Cont'd)
Table Title 2.3-113 Average Monthly Mixing Heights (m AGL) at Buffalo, NY for April 1977-March 1978 (Based on Holzworth Method) 2.3-114 Monthly and Annual Total Precipitation (inches) and Snowfall (inches)
Measured at the Syracuse, NY NWS Station during the period April 1977-March 1978 2.3-115 Daily Precipitation Rate Distribution by Month as Observed at the Syracuse NY NWS Station during the Period April 1977-March 1978 2.3-116 Hourly Precipitation Rate Distribution by Month and Annually, as Observed at the Syracuse, NY NWS Station during the Period April 1977-March 1978 2.3-117 Syracuse Weather Service Data - Percentage Frequencies of Wind Direction and Speed during Precipitation 2.3-118 Relative Percentage of Fog occurrence by Wind Direction, as Observed at the Syracuse NY NWS Station during the Period April 1977-March 1978 2.3-119 T.yracuse Weather Service Data - Percentage Frequency Distribution of Wet Bulb Temperature vs Dry Bulb Temperature 2.3-120 Syracuse Weather Service Data - Percentage Frequency Distribution of Wet Bulb Temperature vs Dry Bulb Temperature 2.3-121 Comparison of Monthly and Annual Average Wet Bulb Temperatures for the Onsite and Offsite Stations 2.3-122 One Degree Distribution and Percentage of Wet Bulb Temperature Based on 10 m Onsite Data 2.3-123 Syracuse Weather Service Data - One Degree Distribution and Percentage of Wet Bulb Temperature 2.3-124 Rochester Weather Service Data - Diurnal Variation of Tem-perature C'F) 2.3-125 Rochester Weather Service Data - Diurnal Variations of Dewpoint ('F) 2.3-126 Rochester Weather Service Data - Diurnal Variations of Rel Humidity (%) \h 2.3-127 Comparison of Monthly and Annual Average Wet Bulb Temperature for the Onsite and Rochester Stations O
Amendment 3 2. X April 1979
NYSE&G PSAR LIST OF TABLES (Cont'd)
Table Iitle 2.3-128 Rochester Weather Service Data - One Degree Distribution and Percentage of Wet Bulb Temperature 2.3-129 Rochester Weather Service Data - Percentage Frequencies of Wind Direction and Speed 2.3-130 Monthly and Annual Total Precipitation (Inches) and Snowfall (Inches) Measured at the Rochester, N.Y. NWS Station during the Period April 1977-March 1978 2.3-131 Hourly Precipitation Rate Distribution Averaged by Month and Annually, as Observed at the Rochester, N.Y. NWS Station during the Period April 1977-March 1978 2.3-132 Hourly Precipitation Rate Distribution Averaged by Month and Annually, as Observed at the Rochester, N.Y. NWS Station during the Period April 1977 ' arch 1978 2.3-133 Onsite Meteorological Parameter Data Recovery Rates 2.3-134 Onsite Annual Coincident Meteorological Data Recovery Rates 2.3-133 Meteorology Monitoring Equipment 2.3-136 NYSE&G Onsite heteorological Data Percentage Wind Direction and Speed Occurrence - New Haven (10 m) 2.3-137 NYSE8G onsite Meteorological Data Percentage Wind Direction and Speed Occurrence - New Haven (61 m) 2.3-138 Pive-Per;ent Equal Risk 0- to 2-Hr X/Q Values at the Exclusion Area Boundary 2.3-139 Five-Percent Equal Risk X-Q Values at the Low Population Zone 2.3-140 Fifty-Percent Equal Risk X/Q Values at the Exclusion Area Boundary 2.3-141 Distances (in Meters) of Nearest Maximum Individual Receptors to the Release Point 2.3-142 Release Point Characteristics 2.3-143 Annual Average Undecayed Undepleted X/Q Values x 107 (s/cu m) for Ventilation Vent Release 2.3-144 Grazing Season Average Undecayed Undepleted X/Q Values X 10' 9 (s/cu m) for Ventilation Vent Release Amendment 3 2.3-xi April 17'9
NYSE8G PSAR IIST OF TABLES (Cont'd)
Tabla Title 2.3-145 Annual Average D/Q x 109 (m-2) f or Ventilation Vent Release 2.3-146 Grazing Season Average D/Q Values x 10' (m 2) for Ventilation Vent Release 2.3-147 Annual Average Undecayed Undepleted X/Q Values x 107 (s/cu m) for Ventilation Vent Purge 2.3-148 Grazing Season Average Undecayed Undepleted X/Q Values x 107 (s/cu m) f or Ventilation Vent Purge 2.3-149 Annual Average D/Q Values x 10' (m'2) for Ventilation Vent Purge 2.3-150 Grazing Season Average D/Q Values x 10' (m*2) for Ventilation Vent Purge 2.3-151 Tornado History 1950-1975 for Tornadoee Having Meastred Swath Areas Within 125 Nautical Miles of the New Haven Si:e 2.3-152 Meteorological Data Base, Hohrs (Percentage of Ana.og Data Utilized by Month 2.3-153 New Haven Meteorological Tower - Significant Instrtment Outages ts\B Amendment 3 2.3-xii April 1979
RYSEtG PSAR LIST OF FIGURES TiRure Title 2.3-1 New Haven Regional Tornadoes 2.3-2 Syracuse climatological Windrose 2.3-3 Watertovn Climatological Windrose 2.3-4 10 m Onsite Annual Windrose - Data Base Year 2.3-5 61 m Onsite Annual Windrose - Data Base Year 2.3-6 100 m Onsite Annual Windrose - Data Base Year 2.3-7 Syracuse Annual Windrose - Data Base Year 2.3-8 Rochester 'nnual Windrose - Data Base Year 2.3-9 Cumulative Percentage Frequency Occurrence of Visible Plume Length (km) and Direction 2.3-10 Percent Reduction of Sunlight Reaching the Top of the Plume
'iatural Draft Towers 2.3-11 Relative Humidity Increase in Natural Draft Towers 2.3-12 50-Mile Radius Map 2.3-13 Maximum Elevation vs Distance by Sector h\
Amendment 3 2.3-xiv April 1979
NYSEIG PSAR TABLE OF CONTENTS SECTION 2.4 NOTE: Missing section numbers will be found in SwESSAR-Pl.
Section Title E;gg 2.4 HYDROLOGIC ENGINEERING 2.4-1 2.4.1 Hydrologic Description 2.4-1 2.4.1.1 Site end Facilities 2.4-1 2.4.1.2 Hydrosptere 2.4-1 2.4.1.2.1 General Description 2.4-1 2.4.1.2.2 Bathymetry 2.4-1 2.4.1.2.3 Lake Levels 2.4-1 2.4.1.2.4 Lake Circulation 2.4-3 2.4.1.2.5 Local Water Currents 2.4-4 2.4.1.2.6 Surface Water Supply 2.4-4 2.4.1.2.7 Onsite Streams 2.4-6 2.4.2 Floods 2.4-7 2.4.2.1 Flood History 2.4-8 2.4.2.2 Flood Design Considerations 2.4-9 2.4.2.3 Effects of Local Intense Precipitation 2.4-10 2.4.3 Probable Maximum Flood on Streams and Rivers 2.4-12 2.4.3.1 Probable Maximum Precipitation 2.4-12 2.4.3.2 Frecipitation Losses 2.4-12a 2.4.3.3 Runoff Model 2.4-12a 2.4.3.4 Probable Maximum Flood Flow 2.4-12a 2.4.3.5 Water Level Determinations 2.4-12b 2.4.3.5.1 Probable Maximum Flood Water Levels 2.4-12b 2.4.3.5.2 Spillage of Probable Maximum Flood 2.4-12c 2.4.3.5.3 Alte'ation of Stream Courses 2.4-12c 2.4.3.5.4 Erosion Potential 2.4-12d 2.4.3.6 Coincident Wind Wave Activity 2.4-12f 2.4.4 Potential Dam Failures 2.4-12f 2.4.5 Probable Maximum surge and S01che Flooding 2.4-12f 2.4.6 Probable liaximum Tsunami Flociing 2.4-12f 2.4.7 Ice Effects 2.4-13 2.4.8 Cooling Water Canals and Reservoirs 2.4-13 2.4.9 Channel Diversions 2.4-13 2.4.10 Flooding Protection Requirements 2.4-13 2.4.11 Low Water Considerations 2.4-13 2.4.11.1 Low Flow in Streams 2.4-13 2.4.11.2 Low Water Resulting from Surges, Seiches, or Tsunamis 2.4-14 2.4.11.3 Historical Low Water 2.4-14 2.4.11.4 Future Controls 2.4-15 2.4.11.5 Station Requirements 2.4-15 2.4.11.6 Heat Sink Dependability Requirements 2.4-15 2.4.12 Dispersion, Dilution and Travel Times of Accidental Releases
( of Liquid Effluents in Surface Waters 2.4-16 Amendment 3 2.4-1 April 1979
NYSE4G PSAR TABLE OF CONTENTS (Cont'd)
Section Title Paee 2.4.12.1 Transport Models 2.4-16 2.4.12.2 Sediment Uptake Models 2.4-20 2.4.12.3 Water Use Models 2.4-20 2.4.13 Ground Water 2.4-20a 2.4.13.1 Description and Onsite Use 2.4-20a 2.4.13.1.1 Regional Ground Water 2.4-20a 2.4.13.1.2 Site Ground Water conditions 2.4-20b 2.4.13.1.3 Plant Requirements '.4-22 2.4.13.2 Sources 2.4-22 2.4.13.2.1 Re2ional Ground Water Use 2.4-22 2.4.13.2.2 Ground Water Levels and Fluctuations 2.4-23 2.4.13.2.3 Aquifer Characteristics 2.4-24 2.4.13.3 Accident Effects 2.4-25 2.4.13.3.1 Tank Tallure and Dilution / Dispersion Modes 2.4-25 2.4.13.3.2 Vertical Travel and Horizontal Dispersion Source Configuration 2.4-25 2.4.13.3.3 Horizontal Dispersions and Travel Time 2,4-26 2.4.13.3.4 Sorption and Decay 2.4-28
' 4.13.3.5 Radioactive Nuclide Concentrations 2.4-28 2.4.13.4 Monitoring and Safeguard Requirements 2.4-28a 2.4.13.5 Design Basis for Subsurface Hydrostatic Loading 2.4-29 2.4.14 Technical Specification and Emergency Operation Requirements 2.4-29 O
g33 236 Amendment 3 2.4-i1 April 1979
NYSE4G PSAR LIST OF TABLES SECTION 2.4 Table Title 2.4-1 Monthly Mean Water Levels of Lake Ontario at Oswego, New York for Years 1900 to 1976 2.4-2 Identification and Description of Public and Private Water Supply Systems Drawing from Lake Ontario within 50 Miles across Water from the Planned Power Plant Intake Structure 2.4-3 Probable Maximum Precipitation Short Decation Values at Station 2.4-4 Probable Maximum Precipitation 2.4-5 HEC-1 Hydrograph Optimization Parameters 2.4-6 Parameters and Results for Each Stream Under Study 2.4-7 Manning's Roughness Coefficients (n) Used for Site Drainage and Flood Studies 2.4-8 PMF Peak Discharges after Construction 2.4-9 Public Ground Water Systems 2.4-10 Individual Water Supplies 2.4-11 Parameters Used to Determine Horizontal Dispersion and Travel Time 2.4-12 For Field. Model Sensitivity Study - Dilution Pactors for Various Anbien'. Current Velocities (V), Horizontal Diffusion Coefficients (E) atd Plume Depths (D) 6 Amendment 3 2.4-1 11 April 1979
O O
418 238 9
NYSE8G PSAR LIST OF FIGURES SECTION 2.4 F1Rute Title 2.4-1 Great Lakes - St. Lawrence River - Drainage System 2,4-2 Lake Ontario Bathymetry 2.4-3 Bathymetric Map - Lake Ontario 2.4-4 Current Moorings in Lake Ontario 2.4-5 Rose Diagram Summaries: May-October i Upper 2.4-6 Rose Diagram Summaries: May-October 2 Upper 2.4-7 Rose Diagram Summaries: May-October 1 Lower 2.4-8 Rose Diagram Summaries: May-Cetober 2 Lower 2.4-9 Rose Diagram Summaries: November-March 1 Lower 2.4-10 Rose Diagram Summaries: November-March 2 Lower 2.4-11 Water Users within 50 M.les of Discharge 2.4-12 Probable Maximum Flood Level 2.4-13 Catfish Creek FMF Levels 2.4-14 Streams and Watersheds at Site 2.4-15 Time of Concentration of Rainf all on Small Drainage Basins 2.4-16 Time Distribution of Probable Maximum Precipitation 2.4-17 Locations of Offsite Streams and Precipitation Stations 2.4-18 Sterling Creek Optimized Hydrograph (9/25/75) 2.4-19 3eaverdam Brook Optimized Hydrograph (5/19/76) 2.4-20 Sterling Creak Conservative Hydrograph (9/25/75) 2.4-41 Beaverdam B cok Conservative Hydrograph (5/19/76) 2.4-22 Diverted Strtan FMT Hydrograph
-~
2.4-23 Public Ground Water Systems
{
4i8 239 Amendment 3 2.4-v April 1979
NYSE8G PSAR LIST OF FIGURES (CONT'D)
Figure Title 2.4-24 Individual Ground Water Supplics 2.4-25 Extended Ground Water Fluctuations 2.4-26 Onsite Water Quality Sanpling Locations O
M' t
Amendment 3 2.4-vi April 1979
NYSE&G PSAR water to industries in the Syracuse area and to a few users outside Onondaga County, such as the Hiller Brewing Company's facility in the Town of Volney.
The Oswego Water Department provides potable water to two power generating stations in Scriba. Both plants also have their own intakes on Lake Ontario to obtain water for cooling systems. The James A. FitzPatrick Nuclear Generating Station of the Power Authority of the State of New York is estimated to use an a/erage of 259.2 mgd from Lake Ontario for "open cycle" cooling. The Niagara Mohawk Power Corpocation's Nine Mile Point No. 1 power plant pumps an average of 180.0 mgd from the lake at an adjoining location'28' also for "open cycle" cooling. These intakes are located approximately 5.9 and 6.2 radial mi, respectively, west-northwest of NYS48G 1 and 2 and approximately 3.6 and 4.1 aater mi vest of the intake structure.
The center of the proposed site is 2.0 mi south of Lake Ontario. NYSERG 1 and 2 utilize lake water for cooling purposes. The average consumptive water use by the plant is 52 cfs, or 34 mgd. Lake Ontario is the major water resource in the region. The New York State Department of Environmental Conservation has classified it as a Class A - Special (International Boundary Waters), a rating which indicates its best use as water supply for drinking, culinary, or food processing, prima ~v contact recreation, and any other use. This rating is reflected in Lake Onta.io as a source of water for communities within 50 water mi of the discharge point, which have a total population of 107,700 in 19 7 8 8 " > .
The water taken from Lake Ontario must be filtered and chlorinated to assure a good potable water supply, but the lake remains a very large reservoir of treatable drinking water. Localized pollution results from the discharge of waste water and sewerage in the metropolitan areas which border the lake, for example Rochester and Toronto 255 Lake Ontario also suffers from indirect pollution coming from Lake Erie and Lake Buffalo.
Table 2.4-2 presents data for all municipal and industrial water systems drawing on Lake Ontario within a distance of 50 mi from the station discharge structure. The U.S. potable water systems identified in Figure 2.4-11 serve users in Cayuga, Jef ferson, Onondaga, Oswego, and Wayne Counties with a total average withdrawal of 498.9 mgd. This figure represents 59.73 mgd average municipal use, and 439.2 mgd for "open cycle" cooling by the Nine Mile Point No. 1 pcwer plant, and the James A. FitzPatrick Nuclear Generating Station.
Thus, the two existing nuclear generating stations located in the Town of Scriba account for 88 percent of present withdrawals. Canadian municipal water users are also identified on Table 2.4-2. Among the smaller towns and villages which draw upon Lake Ontario, water use fluctuates by season, with demand greater in the months June through December due to summer vacationer visitation and autumn food processing. The seasonal difference in withdrawals from the lake is estimated at 10.0 mgd and is not significant in relation to total water availability.
Except for power generation, there are no projections available regarding future withdrawals from Lake Ontario for industrial uscs. The Niagara Mohawk Power Corporation's second nuclear-fueled unit at Nine Mile Point, a closed cycle cooling plant sw under construction, will not require significantly greater quantities of water from the lake than other existing stations; however, consumptive use will be greater than that of presently cperating "cpen cycle" systems on the lake. It is assumed that present industrial users Amendment 3 2.4-5 kkb April 1979
NYSE&G PSAR will take water at approximately the same rates of use as at present.
Domestic consumptive use vill increase along the 50-mi stretches of shore east and west from the preposed intake as local populations grow and per capita rates of water use increase. By 2020, residential and commercial uses within this radius vill require approximately 200 mgd, an increase of 235 percent from the 59.6 mgd figure for current use. This will be chiefly due to increased development in the Syracuse Standard Metropolitan Statistical Area, which is a ma;or user of water from Lake Ontario.
2.4.1.2.7 Onsite Streams The onsite streams at New Haven site are Catfish Creek and Butterfly Creek (Figure 2.u-14). Section 2.4.2 discusses flooding and presents additional hydrologic information for these streams. Flow measurements of these streams were taken weekly at the locations presented in Figure 2.4-26 during the period April 1977 to March 1978 (except when measurement was prevented due to ice formation).
Catfish Creek Current '/elocity Cur ent velocities ranged from less than 0.02 to 1.2 m/see with a mean of 0.09 m/ cec for the April through December sampling period. Current velocities increased cuting periods of rainfa'.; and the lowest velocities vera observed during dry peliods, especially the summer months. The highest monthly mean current velocities of 0.16 and 0.17 m/sec were recorded in October and November, respectively. Lowest current velcetties were recorded at the eastern-mcst tributary, upstream of the site (location 3, Figure 2.4-26), and on Catfish Creek downstrea.n of the site (location S10, Figure 2.4-26). The highest current velocities were recorded at location Sil (Figure 2.4-26).
location 1 (Figure 2.4-26), the mouth of Catfish Creek, was not taken due to the influence of the inflowing water from Lake Ontario.
Stre2m Flow Stream flows ranged from less than 0.0003 to 6.0 cu m/s v. a a mean of 0.42 cu m/s. Stream flow was generally greatest at location S10 (Figur2 2.4-26) where the creek was the videst and deepest (greater than
- m). Stream flow measurements at upstream Location 3 and S11 (both Figure 2.4-26) usually were similar, and greater flows were measured at downstream location 2 (Figure 2.*-
26). The greatest stream flows were recorded during April, October, and November and coincided with periods of rainfall. The mean stream flow was 0.61 cu m/s in April, 0.41 cu m/s in October, and 1.1 c 3./s in November.
3utterfly Creek q
f_prrent 'le l o c i t y b current velocity ranged from less than 0.02 to 2.5 m/sec with a mean of 0.2$ \h1 m/sec. Current velocities were generally low chroughout the year, although small increases were observed after periods of rainfall. The lowest current Amendnent 2 2.4-6 March 1979
NYSEAG PSAR TABLE 2.4-1 MONTHLY MEAN WATER LEVF15 0F LAKE ONTARIO AT OSWEGO. NEW YORE FOR YEARS 1900 TO 1976 Water Level in ft above ms1 (IGLD 1955)
Month Average Maximum Minimum January 245.22 (244.00) 247.32 (246.10) 242.89 (241.67)
February 245.30 (244.08) 247.68 (246.46) 242.81 (241.59)
March 245.58 (244.36) 247.99 (246.77) 243.30 (242.08)
April 246.25 (245.03) 248.91 (247.69) 243.60 (242.38)
Mty 246.66 (245.44) 249.17 (247.95) 243.89 (242.67)
Juna 246.80 (245.58) 24).28 (248.06) 244.13 (242.91)
July 246.71 (245.49) 248.96 (247.74) 243.97 (242.75)
August 246.36 (245.14) 248.67 (247.45) 243.48 (242.26)
Septec.ber 245.93 (244.71) 248.13 (246.91) 243.16 (241.94)
October 245.54 (244.32) 247.55 (246.33) 242.94 (241.72)
November 245.29 (244.07) 247.40 (246.18) 242.67 (241.45)
December 245.20 (?43.98) 247.41 (246.19) 242.70 (241.48) k\0 1 of 1
NYSE8G PSAR TABLE 2.4-2 IDENTIFICATION AND DESCRIPTION OF PUBLIC AND PRIVATE L'J E R SUFPLY SYSTEMS DR WING FFCM LAKE ONT ARIO WITHIl{
50 MILES ACFCSS WATER FROM THE STATION DISCHARGE STRUCTURE Direction Average f ron. Site Withdrawal Water by Major Rate MapW Miles from Compass 1977 Code Na e of System Discharze Point (red) Tyre of Use 1 Williamson Water District 47 WSW 3.0 Domestic and Process Williamson, N.Y.
2 Village of Sodus 42 WSW 0.3 Domestic, Institutional, Socus, N.Y. and Process 3 Viticee of Sodus Point 39 WSW 0.2 Domestic Sodus Pcint, N.Y.
4 Village of Wolcott 32 WSW 0.1 Domestic Wolcott, N.Y.
5 City of Oswego 11.3 W 10.0 Domestic 6 Metropolitan Water Board of 11.3 W 35.0 Boiler Make-up, Domestic Onondoga County and Process Syracuse, N.Y.
7 Niagara Mohawk Power Corp. 6 WNW 180.0 Cooling Scriba, N.Y.
8 Power Authority of the State 6 WNW 259.2 Cooling of New York Scriba, N.Y.
9 Village of Sacketts :tarbor 33 NNE 0.2 Domestic 10 Chaumont Water District 39 NNE 0.7 Domestic Chaumont, N.Y.
11 Village of Cape Vincent 43 NNE 0.2 Domestic Cape Vincent, N.Y.
NOTE:
- See Figure 2.4-11 SOUECE:
Harbridge House, Inc., 1978, based on information supplied by the New York State Department of Health, Division of Sanitary Engineering and the Niagra Mohawk Power Corporation.
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i NOTE l REFER TO FIG 2 4-12 FOR SITE DETALS,6 LINE ALONG CATFISH CREEK % THIS SICE OF MATCH LINf 4 0 / 't d INDICATES EXTENT OF PMF.
g TOPOGRAPHY BASED ON USGS FIGURE 2.4- 13 TOPOGRAPHIC M APS CATF!SH CREEK PMF LEVELS 0 1000 2000 NEW YCRK STATE ELECTRIC & GAS CORPORATION SCALE- FLE T FFELIMiNARY SAFETY ANALYSIS REPORT AYENCbENT 3, APRIL 1979
NYSE8G PSAR TABLE OF CONTENTS SECTION 2.5 NOTE: Missing section numbers will be found in SWESSAR-Pl.
Section Title Page 2.5 GEOLOGY AND SEISMOLOGY . . . . . . . . . . . . . . . . . . . . . . 2.5-1 2.5.1 Basic Geologic and Seismic Information . . . . . . . . . . . . 2.5-3 2.5.1.1 Regional Geology . . . . . . . . . . . . . . . . . . . . . . 2.5-3 2.5.1.1.1 Regional Physiography and Geomorphology . . . . . . . . . 2.5-3 2.5.1.1.1.1 Introduction . . . . . . . . . . . . . . . . . . . . . . 2.5-3 2.5.1.1.1.2 Central Lowland Province (Site Province) . . . . . .. 2.5-4 2.5.1.1.1.3 Appalachian Plateaus Province . . . . . ..... . . 2.5-4 2.5.1.1.1.4 Adirondack Province . . . . . . . . . . . . . . . . . . 2.5-5 2.5.1.1.1.5 Valley and Ridge Province . . . . . . . . . . . . . . . 2.5-5 2.5.1.1.1.6 Laurentian Highlands Province . . . . . . . . . . . . . 2.5-6 2.5.1.1.1.7 St. Lawrence Lowlands Province . . . . . . . . . . . . . 2.5-6 2.5.1.1.1.8 New England Province . . . . . . . . . . . . . . . . . 2.5-6 2.5.1.1.1.9 Piedmont Province . . . . . . . . . . . . . . . . . . . 2.5-7 2.5.1.1.1.10 Coastal Plain Province . . . . . . . . . . . . . . . 2.5-8 2.5.1.1.1.11 Physiographic Development . . . . . . . . . . . . . . . 2.5-8 2.5.1.1.2 Regional Surficial Geology . . . . . . . . . . . . . . . . 2.5-8 2.5.1.1.2.1 Introduction . . . . . . . . . . . . . . . . . . . . . . 2.5-8 2.5.1.1.2.2 New England Sector . . . . . . . . . . . . . . . . . . . 2.5-9 2.5.1.1.2.3 New York / Great Lakes Sector . . . . . . . . . . . . . . 2.5-9 2.5.1.1.3 Regional Bedrock Geolog; . . . . . . . . . . . . . . . . . 2.5-10 2.5.1.1.3.1 Introduction . . . . . . . . . . . . . . . . . . . . . . 2.5-10 2.5.1.1.3.2 Eastern Stable Platform (Site Province) . . . . . . . . 2.5-10 2.5.1.1.3.3 Appalachian Plateau Province . . . . . . . . . . . . . . 2.5-11 2 5.1.1.3.4 Adirondack Mountains . . . . . . . . . . . . . . . . . . 2.5-12 2.5.1.1.3.5 Prontenac Arch Sector of Eastern Stable Platform . . . . 2.5-13 2.5.1.1.3.6 Western Quebec Seismic Zone . . . . . . . . . . . . . . 2.5-13 2.5.1.1.3.7 Northern Valley and Ridge Province . . . . . . . . . . . 2.5-14 2.5.1.1.3.8 New England - Maritime Province . . . . . . . . . . . . 2.5-15 2.5.1.1.3.9 Piedmont Province . . . . . . . . . . . . . . . . . . . 2.5-16 2.5.1.1.e Regional Tectonics . . . . . . . . . . . . . . . . . . . . 2.5-17 2.5.1.1.4.1 Introduction . . . . . . . . . . . . . . . . . . . . . . 2.5-17 2.5.1.1.4.2 ! astern Stable Platform (Site Province) . . . . . . . . 2.5-17 2.5.1.1.4.3 Appalachian Plateau Province . . . . . . . . . . . . . 2.5-18 2.5.1.1.4.4 Adirondack Mountains . . . . . . . . . . . . . . . . . . 2.5-18d 2.5.1.1.4.5 Frontenac Arch Sector of Eastern Stable Platform . . . . 2.5-19 2.5.1.1.a.6 Western Quebec Seismic zone . . . . . . . . . . . . . . 2.5-19 2.5.1.1.4.7 Northern Valley and Ridge Province . . . . . . . . . . . 2.5-20 2.5.1.1.e.8 New England - Maritime Province . . . . . . . . . . . 2.5-21 2.5.1.1.4.9 Piedront Province . . . . . . . . . . . . . . . . . . . 2.5-21 2.5.1.1.5 Regional Geologic History . . . . . . . . . . . . . . . . 2.5-22 2.5.1.1.5.1 Introduction . . . . . . . . . . . . . . . . . . . . . . 2.5-22 2.5.1.1.5.2 Paleo:cic . . . . . . . . . . . . . . . . . . . . . . . 2.5-22 Mesozoic . . . . .
@ 2.5.1.1.5.3 2.5.1.1.5.4 Cenozoic . . . . . . . . . . . . ....
2.5-25 2.5-27 Amendment 3 2.5-i April 1979 4\S ^47 L
NYSE&G PSAR TABLE OP CONTENTS (Cont'd)
Section Title PaSe 2.5.1.2 Sit Geology . . . . . . . . . . . . . . . . . . . . . . . . 2.5-27 2.5.1.2.1 Physiography of Site Area . . . . . . . . . . . . . . . . 2.5-27 2.5.1.2.2 Stratigraphy of Site Area and Site . . . . . . . . . . . . 2.5-28 2.5.1.2.2.1 Introduction . . . . . . . . . . . . . . . . . . . . . . 2.5-28 2.5.1.2.2.2 Pulaski - Oswego Pormational Boundary . . . . . . . . . 2.5-29 2 5.1.2.2.3 Pulaski Shale . . . . . . . . . . . . . . . . . . . . . 2.5-31
. 5 . 1 . ., . ., . *,
Oswego Sandstone . . . . . . . . . . . . . . . . . . . . ,
. . _s - 3 c, 2.5.1.2.2.5 Stratigraphic Summary . . . . . . . . . . . . . . . . . 2.5-39 2.5.1.2.3 Structural Geology Site Area and Site . . . . . . . . . . 2.5-40 2.5.1.2.3.1 :ntroduction . . . . . . . . . . . . . . . . . . . . . . 2.5-4' 2.5.1.2.3.2 Tectonic Structures . . . . . . . . . . . . . . . . . . 2.5-41 2.5.1.2.3.3 Minor Geologic Structures . . . . . . . . . . . . . . . 2.5-43 2.5.1.2.* Surficial Geology . . . . . . . . . . . . . . . . . . . . 2.5-45 2.5.1.2.4.1 Site Area . . . . . . . . . . . . . . . . . . . . . . . 2.5-45 2.5.1.2.e.2 Site . . . . . . . . . . . . . . . . . . . . . . . . . . 2.5-48 2.5.1.2.5 Geologic History . . . . . . . . . . . . . . . . . . . . . 2.5-50 2.5.1.2.5.1 Introduction . . . . . . . . . . . . . . . . . . . . . . 2.5-50 2.5.1.2.5.2 Site Area . . . . . . . . . . . . . . . . . . . . . . . 2.5-51 2.5.1.2.6 Site Engineering Geology . . . . . . . . . . . . . . . . . 2.5-52 2.5.1.2.7 Sita Ground Water Conditions . . . . . . . . . . . . . . . 2.5-53 0.5.1.2.8 Mineral Resources . . . . . . . . . . . . . . . . . . . . 2.5-53 2.5.1.2.9.1 Site and Local Resources . . . . . . . . . . . . . . . . 2.5-53 2.5.1.2.8.2 Local Mineral Extraction Activities . . . . . . . . . . 2.5-53 2.5.1.2.8.3 Surmary and Conclusions . . . . . . . . . . . . . . . . 2.5-54 2.5.1.2.9 Geologic Hazards . . . . . . . . . . . . . . . . . . . . . 2.5-54 2.5.2 Vibratory Ground Motion . . . . . . . . . . . . . . . . . . '.5-54 2.5.2.1 Seismicity . . . . . . . . . . . . . . . . . . . . . . . . 2.5-54 2.5.2.1.1 Local and Regional Seismicity . . . . . . . . . . . . . . 2.5-54 2.5.2.1.1.1 Data Base . . . . . . . . . . . . . . . . . . . . . . . 2.5-55 2.5.2.1.1.2 Recent Revision of some Historical Events . . . . . . . 2.5-58 2.5.2.1.2 Zones of Concentrated Seismic Activity . . . . . . . . . . 2.5-61 2.5.2.2 Geologic Structures and Tectonic Activity . . . . . . . . . 2.5-65 2.5.2.2.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . 2.5-65 2.5.2.2.2 Eastern Stable Platform Province . . . . . . . . . . . . . 2.5-66 2.5.2.2.3 Prontenac Arch Sector of the Eastern Stable Platform . . . 2.5-66 2.5.2.2.9 Appalachian Plateau Province . . . . . . . . . . . . . . . 2.5-66 2.5.2.'.5 Adirondack Mountains Province . . . . . . . . . . . . . . 2.5-67 2.5.2.2.6 Northern Valley and Ridge Province . . . . . . . . . . . 2.5-67 2.5.2.2.7 New England - Maritime Province . . . . . . . . . . . . . 2.5-68 2.5.2.2.8 Western Quebec Seismic Zone . . . . . . . . . . . . . . . 2.5-69 2.5.2.3 Correlation of Earthquake Activity with Geologic Structures or Tectonic Provinces . . . . . . . . . . . . . . . . . . . 2.5-70 2.5.2.3.1 Limitations on Possible Correlations . . . . . . . . . . . 2.5-70 2.3.2.3.2 Correlations with Structures . . . . . . . . . . . . . . . 2.5-70 2.5.2.3.3 Interpretations ;f Gravity and Its Possible Relationships to Earthquakes and Deep Seated Structures . . . . . . . . 2.5-71 0.5.2.3.3.' Data Base . . . . . . . . . . . . . . . . . . . . . . 2.5-71 2.5.2.3.3.2 Procedures and Interpretations . . . . . . . . . . . . . 2.5-71 2.5.2.4 Max mum Earthquake Potential . . . . . . . . . . . . . . . . 2.5-73 2.5.2.5 Seismic Wave Transmission Characteristics of the Site . . . 2.5-75 Amendment 3 2.5-ii n *
- April 1979
NYSE8G PSAR TABLE OF CONTENTS (Cont'd)
Section Title Page 2.5.2.6 Safe Shutdown Earthquake . . . . . . . . . . . . . . . . . 2.5-75 2.5.2.7 Operating Basis Earthquake . . . . . . . . . . . . . . . . . 2.5-75 2.5.3 Surface Faulting . . . . . . . . . . . . . . . . . . . . . . . 2.5-75 2.5.3.1 Geologic conditions of the Site . . . . . . . . . . . . . . 2.5-76 2.5.3.2 Evidence of Fault Offset . . . . . . . . . . . . . . . . . . 2.5-76 2.5.3.3 Earthquakes Associated with Capable Faults . . . . . . . . . 2.5-76 2.5.3.4 Investigation of Capable Faults . . . . . . . . . . . . . . 2.5-76 2.5.3 5 Correlation of Epicenters with Capable Faults . . . . . . . 2.5-76 2.5.3.6 Description of Capable Faults . . . . . . . . . . . . . . . 2.5-77 2.5.3.7 Zone Requiring Detailed Faulting Investigation . . . . . . . 2.5-77
.5.3.8 Results of Faulting Investigation . . . . . . . . . . . . . 2.5-77 2.5.4 Stability of subsurface Materials . . . . . . . . . . . . . . 2.5-77 2.5.4.1 Geologic Features . . . . . . . . . . . . . . . . . . . . 2.5-77 2.5.4.2 Froperties of Subsurface Materials . . . . . . . . . . . . . 2.5-78 2.5. .2.1 Recent Alluvium . . . . . . . . . . . . . . . . . . . . . 2.5 '8 2.5.%.2.2 Glacial Laka Deposits . . . . . . . . . . . . . . . . . . 2.5-79 2.5.4.2.3 Kame Deposits . . . . . . . . . . . . . . . . . . . . . . 2.5-80 2.5.4.2.4 Glacial Tills . . . . . . . . . . . . . . . . . . . . . 2.5-81 2.5.4. .5 Pedrock . . . . . . . . . . . . . . . . . . . . . . . . . 2.5-81 2.5.4.3 E :ploration . . . . . . . . . . . . . . . . . . . . . . . . 2.5-83 2.5.4.4 Geophysical S.rveys . . . . . . . . . . . . . . . . . . 2.5-84 2.5.4.5 Excavations .-d Backfill . . . . . . . . . . . . . . . . . 2.5-84 e e
. 5.w,.5.1 _-xcavations . . . . . . . . . . . . . . . . . . . . . . . . 5 e*,
2.5. .5.2 3ackfill . . . . . . . . . . . . . . . . . . . . . . . . 2.5-86 2.5.4.6 Ground L'ater Conditions . . . . . . . . . . . . . . . . 2.5-87 2.5.4.7 Response of Soil and Rock to Dynamic Loading . . . . . . . . 2.5-88
.5.4.8 Liquef action Fotential . . . . . . . . . . . . . . . . . . . 2.5-89 2.5.4.9 Earthquate Design Basis . . . . . . . . . . . . . . . . . . 2.5-89 2.5.4.10 Static Stability . . . . . . . . . . . . . . . . . . . . . . 2.5-89
.5.4.11 Design Criteria . . . . . . . . . . . . . . . . . . . . . . 2.5-90 2.5.e.l: Techniques to := prove Subsurface Conditions . . . . . . . 2.5-90 2.5.4.12 Surface and Subsurface Instrumentation . . . . . . . . . . 2.5-31 2.5.4.14 Construction Notes . . . . . . . . . . . . . . . . . . . . 2.5-91 2.5.5 Slope Stability . . . . . . . . . . . . . . . . . . . . . . . 2.5-91 2.5.5.1 Slope Characteristics . . . . . . . . . . . . . . . . . . . 2 5-92 2.5.5.1.1 Rock Cuts . . . . . . . . . . . . . . . . . . . . . . . .5-92 2.5.5.1.2 Soil Sicpes and Embankments . . . . . . . . . . . . . . 2.5-92 2.5.5.2 Design Criteria and Analyses . . . . . . . . . . . . . . . . 2.5-93 2.5.5.2.1 Rock Cuts . . . . . . . . . . . . . . . . . . . . . . . . 2.5-93 2.5.5.2.2 Soil Slopes and Embankments . . . . . . . . . . . . . . . 2.5-93 2.5.5.3 Logs of Core Borings . . . . . . . . . . . . . . . . . . . . 2.5-94 2.5.5.4 Ccepaction Specifications . . . . . . . . . . . . . . . . . 2.5-94 2.5.6 Re'erences for Section 2.5 . . . . . . . . . . . . . . . . . 2.5-94 2.5.6.1 Cited References . . . . . . . . . . . . . . . . . . . . . . 2.5-94 2.5.6.2 bibliography for Geology, Seismology, and Geotechnical Engineering . . . . . . . . . . . . . . . . . . . . . . 2.5-104b k
Amendment 3 2.5-iii April 1979
NYSE8G PSAR LIST OF TABLES SEPTION 2.5 Table Title 2.5-1 Earthquakes Located in :he Northeast Region 2.5-2 Events not Plotted in Figure 2.5-22 2.5-3 Earthquakes Felt at New Haven 2.5-4 In Situ Velocity Values and Elastic Moduli Calculations 2.5-5 Engineering Properties of Glacial Lake Deposits 2.5-6 Percolation Test Results 2.5-7 Test Boring Information 2.5-8 Test Pit Information 2.5-9 Water Pressure Test Results 2.5-10 Deleted 2.5-11 Aquifer Characteristics 2.5-12 Index U-2 Imagery and Aerial Photographs
@ m- r;nv Amendment 3 2.5-v April 1979
NYSE8G PSAR LIST OF FIGURES TiRure Title 2.5-1 Regional Physiographic Map 2.5-2 Regional Surficial Geology 2.5-3 Regional Bedrock Geology 2.5-4 Diagramatic Regional Geologic Profile A-A' 2.5-5 Regional Tectonics 2.5-5A Principal Structural Features of Central-Western New York State 2.5-53 Magnetic Contour Map - Northeastern New York State 2.5-6 Reconstructed Composite Geologic Column - Site Province, Central New York 2.5-7 Topographic Map - Site Area 2.5-8 Composite Geologic Column Site Area and Northern Oswego County 2.5-9 Bedrock Gaology/St*ucture Site Area 2.5-10 Boring and S0ction Location Map - Site Area 2.5-11 Geola ic Cross Section A-A' - Site Area 2.5-12 Geologim Cross Section B-B' - Site Area 2.5-13 Geologic Cross Section C-C' and C 2 -C, Site Area 2.5-13a Geologic Cross Section D-D' Site Area 2.5-14 Structure Contour Map Top of Pulaski Shale Site Area 2.5-15 Structure Contour Map Top of Oswego Sandstone Zone 1 Site Area 2.5-16 Structure Contour Map Top of Oswego Sandstone Zone 4 Site Area 2.5-17 Structure Contour Map Top of Oswego Sandstone Zone e Site 2.5-18 Surficial Geology - Site Area 2.5-19 Surficial Geology - Site Area dhtke '16 )
2.5-20 Boring Plan - Site (on Surficial Geology Base) h g 2.5-21 Bedrock Surface Contour Map - Site Amendment 3 2,5-v11 April 1979
NYSE8G PSAR LIST OF PIGURES 2.5-22 Cumulative Seismicity Map 2.5-23 Population Distribution in Northeastern United States 1700-1790 2.5-24 Dates of Settlements in Eastern Canada 2.5-25 Seismograph Station Location Map 2.5-26 Epicenter-Tectonic Map 2.5-27 Total Bouguer Gravity Anomaly Map 2.5-28 Smoothed Bouguer Gravity Anomaly Map (20-km average) with Seismicity 2.5-29 Regional Bouguer Gravity Anomaly Map (80-km average) 2.5-30 Residual Gravity Anomaly Map 2.5-31 Intensity Attenuation Cuives for Eastern North America 2.5-32 Intensity Acceleration Relationships 2.5-33 Borehole Location Plan - Site Area 2.5-34 Subsurface Exploratic; Plan - Plant Area 2.5-35 Subsurface Profile A-A 2.5-36 Subsurface Profile B-B 2.5-37 Subsurface Profile C-C 2.5-38 Subsurface Profile D-D 2.5-39 Subsurface Profile E-E 2.5-40 Plasticity Chart 2.5-41 Engineering Properties of Glacial Lake Deposits 2.5-42 Excavation Profile A-A 2.5-43 Excavation Profile 3 3 2.5-44 Excavation Profile C-C 2.5-45 418 252 Excavation Profile D-D 2.5-46 Excavatica profile E-E Amendment 3 2. 5 -viii April 1979
liYSE8G PSAR LIST OF PIGURES 2.5-47 Excavation Plan 2.5-48 Groundwater Contour Map 2.5-49 Piezometric Data 2.5-50 Piezametric Data 2.5-51 Piezometric Data 2.5-52 Piezemetric Data 2.5-53 Piezametric Data 2.5-54 Piezametric Data 2.5-55 Pierometrie Data 2.5-36 Piezometric Data 2.5-57 Piezametric Data 2.5-58 Piezometric Data 2.5-59 Piezametric Data 2.5-60 Piezametric Data 2.5-61 Piezometric Data 2.5-62 Piezoe.etric Data 2.5-63 Lateral Pressure Distribution 2.5-64 Plant Roads a Pinished Grading Plant Area 2.5-65 Joint Orientation - Exploratory Trench 2.5-66 Slope Stability Calculation 2.5-67 Index Map of Available Imagery and Aerial Photographs 2.5-68 ERTS Imagery Z Location of Lineaments /Linears-Site Region 2.5-69 U-2 Imagery & Location of Linears-Site Area bb Amendment 3 2.5- ix April 1979
NYSE8G PSAR TABLE OF CONTENTS SECTION 2.6 NOTE: Missing section numbers will be found in SWESSAR-Pl.
Section Title Page 2.6 INTERTACE REQUIREMENTS . . . . . . . . . . . . . . . . . . . . 2.6-1 2.u.1 Snow . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.6-1 2.6.2 Temperature . . . . . . . . . . . . . . . . . . . . . . . . . 2.6-1 2.6.3 Atmospheric Dispersion Factor (X/Q) . . . . . . . . . . . . . 2.6-1 2.6.4 Station Yard Grade . . . . . . . . . . . . . . . . . . . . . 2.6-1 2.6.5 Seismology . . . . . . . . . . . . . . . . . . . . . . . . . . 2.6-2 418 254 O
Amendment 3 2.6-1 April 1979
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NYSE8G PSAR TABLE OF CONTENTS CHAPTER 7 INSTRUMENTATION AND CONTROLS NOTE: Missing section numbers will be found in SWESSAR-Pl.
Section Title 'are No.
7.1 INTRODUCTION
. . . . . . . . . . . . . . . . . . . . . . . . . 7.0-1 7.2 REACTOR PLANT PROTECTION SYSTEM. . . . . . . . . . . . . . . . . 7.0-3 7.2.4 CPPS FIBER OPTICS COMMUNICATION SYSTEM . . . . . . . . . . . 7.0-3 7.3 ENGINEERED SAFETY TEAiURES SYSTEMS . . . . . . . . . . . . . . . 7.0-5 7.3.3.12.1 Protection Functions Which are Only Partially Tested During Power Operation. . . . . . . . . . . . . . . . . . 7.0-5 7.4 SYSTEMS REQUIRED FOR SAFE SHUIDOWN . . . . . . . . . . . . . . . 7.0-5 7.5 SAFETY RELATED DISPLAY INSTRUMENTATION . . . . . . . . . . . . . 7.0-5 7.6 ALL OTHER INSTRUMENTATICN SYSTEMS REQUIRED FOR S AFETY. . . . . . 7.0-5 7.7 CONTROL SYSTEMS NOT REQUIRED TOP SAFETY. . . . . . . . . . . . . 7.0-6 7.7.1.1.10 Loose Parts Monitoring System (LPMS). . . . . . . . . . 7.0-5 7.8 INTERTACE REQUIRE' 'NTS
. . . . . . . . . . . . . . . . . . . . . 7.0-7 418 256 Amendment 3 7-i April i,i9
NYSE&G PSAR LIST OF FIGURES CHAPTER 7 f_.Lqu_Lq Tit 1e 7.1-1 Reactor Trip Switchgear System Block Diagram 7.1-2 Compartmented Plant Protection System Equipment Arrangement 418 257 Amendment 3 7-iii April 1979
NYSE&G FSAR CHAPTER 7 INSTpCMENTATION AND CONTFOLS 7.1 INTRODUCTIOE Refer to Section 7.1 of SWESSAR-P1 as it relates to the NSSS described in CESSAR.
Systems designed and supplied by Stone 8 Webster are as provided in SWESSAR-P1 as it relates to the NSSS described in CESSAR.
Except as indicated herein, systems designed and supplied by Combustion Engineering are as provided in the Yellow Creek Nuclear Power Plants (Docket Nos. 50-566 and 50-567 which incorporates topical report CENPD 172A).
References to the Yellow Creek FSAR are for Chapter 7 only, i.e., references in Chapter 7 of the Yellow Creek PSAR to other sections of the Yellow Creek PSAR are not included.
The Instrumentation and Control Introduction Section is as provided in the Yelicw Creek Nuclear Power Plant Section 7.1, with the following exceptions:
- 1. Section 7.1.1.3 Engineered Safety Teatures Systems (EST Systems)
These systems are listed below:
ESF SYSTEM: RESPONSIBILITY Signal Actuated ESF Generation Components Sinnal a) Containment Isolation System CE S&W CIAS b) Containment Spray System CE S&W CSAS c) Iodine Removal Sys tm CE S&W CSAS d) Faia Steam Isoldilon System CE S&W MSIS e) Safety Injection System CE CE SIAS f) Emergency (Auxiliary) Feed- S&W S&W EFAS vater System g) Supplementary Leak Collection CE S&W CIAS and Release System h) Containment Atmosphere Recir- CE S&W SIAS culation System
- 1) Combustible Gas Control System None S8W Ma u Amendment 2 7.0-1 March 1979
NYSE&G PSAR
- 2. Section 7.1.1.4 Safe Shu' Man Systems RESPONSIBILITY a) Standby Diesel Generator S&W b) Standby Diesel Generator Puel Oil S8W System c) Emergency Power Distribution System S&W d) Reactor Plant Service Water System S&W e) Reactor Plant Component Cooling S&W Water System f) Emergency (Auxiliary) Peedvater System S8W g) Atmospheric Dump System S&W h) Shutdown Cooling System CE
- 1) Chem cal 8 Volume Control System S&W (Boron Addition Portion) j) Safety Related HVAC Systems S&W In addition, equipment and systems are provided to allow emergency shutdown from outside the control room.
Note: Por Section 7.1.2.20 (Interface Requirements) -
Refer to SWESSAR Section 7.8.
- 3. Sections 7.1.1.3 and 7.1.1.4 define the scope responsibility for ESP systems and Safe Shutdown Systems respectively.
The following systems / components, although not directly related in PSAR Sections 7.1.1.3 and 7.1.1.4, are in CE scope and will be provided as described in either the Yellow Creek PSAR or NYSEIG PSAR as indicated:
System /Comronent Reference Solid State Component Control Yellow Creek PSAR - Section 7.3 System (SSCCS)
Solid State Plant Protection Yellow Creek PSAR - Section 7.2 System (SSPPS)
CE Topical Report-CENPD-172A I
A13 Amendment 2 7.0-2 March 1979
NYSE&G PSAR 9 Compartmented Plant Protection System (CPPS)
(Repackaging of SSPPS)
NYSERG PSAR - Section 7.2 Reactor Trip Switchgear NYSEAG PSAR - Section 7.2 Revisions Plant Monitoring System Yellow Creek PSAR - Section 7.7 7.2 REACTOR PLANT PROTECTION SYSTEM Refer to Section 7.2 of SWESSAR-P1 as it relates to the NSSS described in CESSAR.
T..e reactor plant protection system is as provided in the Yellow Creek Nuclear Power Plant (Docket Nos. 50-566 and 50-567) Section 7.2 with the following exceptions:
- 1. Protection system electronics as supplied for Yellow Creek are contained in cabinets which 1. corporate mechanical and thermal barriers between four redundent channels (i.e., Solid State Plant Protection System Cabinet and Auxiliary Protective Cabinet). Por NYSE8G, the Compartmanted Plant Protection System (CPPS) provides four separate enclosuras, one for each channel of electronics. This approach allows redundant protection system equipment to be located in separate plant areas on a channel basis. The isolated C?PS inter-cabinet interfaces are provided by means cf fiber optics.
- 2. The Reactor Trip Switchgear, as defined in the Yellow Creek Nuclear Plant Preliminary Safety Analysis Report, consists of a single enclosure containing nine trip circuit breakers. The NYSE8G design includes four separate enclosures for the trip circuit breakers; circuit breaker configuration and bu- work have been modified for compatibility with the repackaging as shown in Figure 7.1-1.
- 3. Por Sections 3 . 2 .1.1. 9 .1 and 7.2.2.3.1 refer to CESSAR. Note: l' o r Section 7.2.3 (Interia'e Requirements) - Refer to SWESSAR Section 7.8.
The NYSE8G design incorporates the following additional changes to CESSAR:
- 1. Solid State Plant Protection System as identified in CE Topical Report CENPD-172A
- 2. Revisicns to the Reactor Trip Switchgear
- 3. Compartmented Plant Protection System (CPPS) 7.2.4 CPPS Piber Cotics Communication System All four Compa.tmentE d Plant ProtGCtion System Cabinets are interconnected by f means of a fibt.r optic communication system, (as shown in Figure 7.1-2) which Amendment 3 7.0-3 April 1979 4I8 260
NYSE&G PSAR consists of transmitters, receivers, and fiber optic cables. These cables provide inherent interchannel isolation and independence consistent with that achieved through the use of independent enclosures for each channel equipment.
The design bases and criteria for the CPPS are the sams as those specified for the SSPPS previously reviewed and approved in CE Topical Report CENPD-172A.
(Refer to Sections 9.0, 9.1, and Question 223.1)
The desiJn bases and criteria for the fiber optic communication systems are the same as those specified for the SSPPS interconnection design (including interchannel isolation and ESTAS initiation signal to actuation train isolation) previously reviewed and approved in CE Topical Report CENPD-172A.
(Refer to Question 223.9)
Each transmitter is located in the channel which generates the signal. The transmitter circuitry converts the analog or digital signal to a signal which can be readily transmittc3 over the optical cable. Each receiver is located in the channel which receives the signal. The receiver circuitry reconstructs the transmitted signal to the original intelligence. Each optical path transmits signals in one direction only.
The purpose of providing the protection system in this physical arrangement is l
to allow the cabinets associated with each channel to be located in the red, I green, yellow, and blue essential relay and instrument areas of the Control Room (refer to SWESSAR-P1, Figure 1.2-5, sheet 3) so that maximrm physical independence of safety channels can be achieved.
The fiber optic communications system performs the same functions between CPPS cabinets as the interconnection 'isign for the SSPPS described and reviewed in 9
CE Topical Report CENPD-1721 These functions are reiterated here for descriptive purposes.
- 1. Transmit the bistable trip signals, bistable trip bypass signals, initiation test interlock signals, selective 2/4 interlock signals, automatic test system signals: and several miscellaneous signals such as the manual test system interlocks.
- 2. Transmit analog CEA position information from CPPS cabinets A and B to cabinets B and C respectively.
Test circuitry is provided such that the transfer accuracy of each analog signal mi be ascertained without disrupting the supplied
(}{
c3 input signal, aii to provide a means of periodically ;esting each analog interface rom its associated CPPS cabinet.
CD Tle test circuitry is electrically interlocked by means of an '-
e> ternal test enable signal to ensure that the appropriate test '<P ccnditions exist prior to the test commencing.
- 3. Transmit digital CEA calculator output information from CPPS cabinets B anc C to the four CPC inputs.
O Amendment 3 7.0-4 April 1979
NYSE&G PSAR Also, digital ESTAS initiation signals and selective 2/4 status signals are transmitted between the CPPS cabinetc and the Solid State Component Control System (SSCCS) cabinets.
7.3 ENGINEERED SATETY TEATURES SYSTEMS Refer to Section 7.3 of SWESSAR-P1 as it relates to the NSSS described in CESSAR.
The Engineered Safety Teatures Systems for CE scope are as provided in the Yellow Creek Nuclear Power Plant, (Docket Nos. 50-566 and 50-567) Section 7.3, with the following exception:
- 1. For Section 7.3.1.2 refer to CESSAR Note: For Section 7.3.3 (Interface Requirements) - Refer to SWESSAR Section 7.8.
The NYSEIG design incorporates the following changes to CESSAR:
- 1. A Solid State Component Control System (SSCCS) will use solid state logic assemblies to interface with the solid state plant protection system as described in CENPD-172A. The SSCCS performs the system level actuation, test and indication of the engineered safety features, and provides the control and indication for engineered safety features system components.
Inte- e requirements follow:
7.3.3.12.1 Protection Functions which Are OnlY Partially Tested during Power Operatien Siction 7.3.3.12.1 of SWESSAR-P1 lists those protection functions which are only partially tested during power operation since complete testing is not compatible with continued online unit operation.
A program for safety related system and sensor response time testing of these protection functions will be provided in the application for an operating license.
7.4 SYSTEMS REOUIFED FOR SAFE SHUTDOWN Refer to Section 7.4 of SWESSAR-P1 as it relates to the NSSS csseribed in CESSAR (for CE Scope refer to CESSAR, not Yellow Creek).
7.5 SAFETY RELAT" ' LAY INSTRUMENTATION Refer to Sectiot .3 of SWESSAR-P1 as it relates to the NSSS described in CESSAR. (Tor CE Scope refer to CESSAR, not Yellow Creek).
Amendment 3 7.0-5 418 262 ^ erit 1979
NYSE&G PSAR 7.6 ALL OTHER INSTRUMENTATION SYSTEMS RFOUIRED TOR SAFETY Refer to Section 7.6 of SWESSAR-F1 as it relates to the NSSS described in CESSAR. (For CE Scope refer to CESSAR, not Yellow Creek).
7.7 CONTROL SYSTEMS NOT REQUIRED FOR SAFETY Refer to Section 7.7 of SWESSAR-P1 as it relates to the NSSS described in CESSAR.
The Control Systems not required for safety for CE scope are as provided in the Yellow Creek Nuclear Power Plant (Docket Nos. 50-566 and 50-567)
Section 7.7.
The NYSE1G design incorporates the following change to CESSAR:
- 1. A Plant Monitoring System (PMS) provides additional status monitoring and display information for safety systems. The PMS is provided by CE.
7.7.1.1.10 Loose Parts Monitorine System (LPMS)
A Loose Parts Monitoring System (LFMS) will be installed on each of the NYSE8C units. The LFMS is designed to detect and record signals resulting from impacts occurring within the Reactor Coolant System. The capabilities of this system have been demonstrated by a similar system installed on Calvert Cliffs, Unit 1 (Docket 50-317). During initial pump operation, the system detected the presence of a 5-ounce piece of inconel tubing in the number two steam generator of Calvert Cliffs.
Eight transducers vill be located in the areas where loose parts are most likely to become entrapped. These are:
- 1. Two on the reactor vessel lower head, diametrically opposed
- 2. Two on the reactor vessel upper head, dicmetrically opposed
- 3. Two on the lower head of each steam generator, diametrically opposed Experience has shown that the exact location of these accelerometers is not critical since the acoustic wave that results from an impact propagates throughout the entire head.
r<3 The transducers will be special piezoelectric accelerometers, manufactured to specifications for reactor service. These accelerometers will be magnetically [
attached to the reactor vessel and steam generators using Alineo V magnets.
This is the same mounting arrangement that was successfully used on both the cr3 Port Calhoun (Docket 50-285) and Mair.e Yankee (Docket 50-309) Precritical --
Vibration Monitoring Programs are also installed as an LPMS on Calvert Cliffs snr (Docket 50-317).
A high temperature cable vill connect the accelerometer to a preamplifier box located in containment containing charge amplifiers, and a "No. Ig" Amendment 3 7.0-6 April 1979
NYSE&G PSAR calibration oscillator. From this preamplifier, the signals are sent via suitable wires such as a twisted shielded pair to the data acquisition panel in the control room.
i, impact calibration is performed during system installation. This calibration establishes the relationship between the output signal strength and impact energy. It also determines the frequency of the damped ringing signal tr.r* is characteristic of all large steel structures when struck. To perform the impact calibration, the LPMS is activated and the reactor vessel and steam generators are then struck with a known impact energy as signal records are being made. The locations r the impacts are selected at the time of impact calibration. Selection is based primarily upon accessibility.
A data acquisition panel, located in the control room, contains alarm modules that continually monitor the incoming signals from the preamplifier for the presence of impacting. The alarm level for each accelerometer is determined by a set point adjustment on the module. The occurrence of a loose part impacting on the inside of the structure causes bursts of signals tha' exceed the alarm set point and trigger the alarm.
The data acquisition panel includes a recording device which records the impact signals for reference and for comparisons with those taken during the impact calibration. The comparison confirms the identification of an impact event. The particular channel showing the significantly higher signal reveals the location of the loose part. This impacting location is further confirmed by noting on which channel the impact signal occurred first.
7.8 INTEpFACE PEOUIPEMENTS Sections 7.1.2.20, 7.2.3, and 7.3.3 of CESSAR define the interface requirements applicable to balance of plant equipment and systems interfacing with the NSSS systems. The interface requirements stated in these sections do not change for the CE Instrumentation and Control design scope incorporated in this application by either reference to the Yellow Creek Nuclear Power Plant (Docket Nos 50-566 and 50-567) or changes in Instrumentation and Control design unique to NYSE&G. Methods of satisfying the:e interface requirements by the BOP are indicated in SUESSAR Section 7.8, Heading 7.1.2.20, 7.2.3, and
'.3.3. There are no changes to these methods of satisfying the interface requirements.
418 264 Amendment 3 7.0-7 April 1979
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NEW YORK STATE ELECTRIC & GAS CORPORATION Preliminary Safety Analysis Report
- 9r-L0D HlQu A Mt.n w..._~ N T ' , APRIL 1979
NYSE80 PSAR S The fire protection program for each reactor unit will be fully operational l prior to initial fuel loading in that reactor unit.
9.5.1.7.7 Structures not Included in SUESSAP Sarvico Water Pu-tige_
The service water pumphour are of noncombustible construction and are within reach of the yard hydrant loop. The safety related pumps are separated from each other by 3-hr minimum fire barriers. Hose stations and portable extinguishers are provided.
Cc_ ine Towert All cooling towers are of noncombustible construction and are within reach of the yard hydrant icop.
Pe ainder of Plant All other plant structures and areas (normal switchgear building, warehouse, service building, administration building, security building, circulating water pumphouse, machine shop, health pnysics and chemical laboratories, fire pumphouse, water treatment area) are not essential to safe shutdown and contain no radioactive material. A f4.re in any one of these areas would not spread to or affect safety related equipment due to detection and suppression systems in each area and physical separation and 3-hr minimum fire barriers.
9.5.1.7.8 Ad?itional rire Stops and Seals After review of plant structures not included in SWESSAR-P1, it has been cetermined that no additional fire stops and seals are required. Fire stops and seals will be provided as identified in SWESSAR-P1 Table 9.5.1-5.
9.5.1.7.9 Srecial Protection Reauiremenes Storace of Acetylene-OxvRen Puel Gases Gas cylinder storage is out of doors, under cover, in a secured area to prevent adverse effects to safety related equipment or the fire protection systems that serve safety related areas. An administrative permit system regulates the use of this equipment in safety related areas of the plant.
Storace Areas for Ion Exchanne Pesins New or spent ion exchange resins are normally stored in the warehouse area to preclude adverse effects to safety related equipment.
. endment 3 9.5-5 April 1979
NYSE8G PSAR Hazardous Chemicals Hazardous chemicals, such as acids, caustics, or hypochlorites, are stored in the water treatment area to preclude adverse effects to safety related equipment.
Materials Containing Fadioactivity Materials that collect and contain radioactivity, such as spent ion exchange resins, charcoal filters, and HEPA filters, are stored in closed metal tanks or containers located in the solid waste and decontamination building. These materials are protected by appropriate barriers from exposure to fires in adjacent areas. Consideration will be given to requirements for removal of decay heat from entrained radioactive materials.
9.5.2 Communications Systems Refer to Section 9.5.2 of SWESSAR-P1 as it relates to the NSSS described in CESSAR. Interface requirements follow.
9.5.2.2 System Description The plant to offsite cctmunication sys* ems consist of;
- 1. Offsite telephone circuits - local telephone company central office
- 2. Offsite telephone tie line circuits - NYSE8G General Office building
- 3. Offsite telephone circuits - NYSERG's Central Dispatch 4 Radio communications - Normal
- 5. Radio communications - Emergency Each of these systems is further discussed below:
Offttte Telephone Circuits - Local Telechone Company Offrite telephone trunks connect the plant PBX with the local telephone company central office. In addition, unlisted lines connect the control room, station superintendent, and central alcrm station with the local telephone company central office. These lines are independent of the plant PBX. Both types of circuits allow access to the nationwide telephone network system for communication with law enforcee.ent agencies, other emergency agencier, as well as the outside community. Circuit entrance to the plant follows two diverse routes so that onsite failure of one route will not affect the other. The PBX design details are covered under Intraplant Communications.
9.5-6 k\
NYSERG PSAR 11.2 RADIOACTIVE LIOUID WASTE SYSTEM Refer to Section 11.2 of SWESSAR-P1 as it relates to the NSSS described in CESSAR. Interface requirements follow.
11.2.2.1 Laundry Waste Provisions Unit 1 incorporates the laundry waste processing system as described in topical report SWECO 7701A.
Tigure 11.2-1 identifies the interface points for the laundry waste processing system; Table 11.2-1 lists the interface information for each point. The initial activity, decontamination factor, decay times, and expected release rates for this system are included in Table 11.2-30 of SWESSAR-Pl.
11.2.7 Release Poin11 The radioactive liquid vaste system discharges all liquid effluent z-leases to the blowdown line from the circulating water system cooling tower. Figure 2.1-2 shows the discharge of this blowdown line.
11.2.8 Dilution Factors Dilution factors for the far field dispersion of liquid discharge were determined as discussed in Section 2.4.12. The dilution factors used in the analysis of the impact of radionuclide releases are presented in Table 11.2-2.
11.2.9 Dose Pate Estimates - Liouid Pathways For the liquid releases, it was assumed the maximum individual obtains drinking water from the closest downstream public water supply which is Oswego, located 11 mi vest or 17.7 km from the facility. The maximum individual was assumed to consume fish, invertebrates, and ducks caught at the ed;c nf the initial mixing zone. This location was also used in calculating doses froa svieming and boating. Food products assumed to be irrigated were irrigated with water taken from the closest accessible shoreline. The calculated doses from shoreline recreation also were performed at this location.
The maximum calculated dose to the maximum individual from liquid pa :hways was 4.0 mrem /yr to an infant thyroid. This dose was primarily a result of the consumption of goats milk. It was assumed the goat grazed en irrigated l pasture for 6 months of the year.
Tables 11.2-3 through 11.2-6 present the calculated doses to the maximum individual from liquid pathways. The tables present the calculated total body and organ doses for the four age groups - adult, teen- child, and infant.
Table 11.2-7 presents a comparison of the maximum individual calculated doses from liquid effluents to the design objectives of 10CTR50 Appendix I limits.
Amendment 2 11.2-1 March 1979 418 '58
NYSE8G PSAR Table 11.2-8 gives the calculated annual doses for the population residing within a 50-mi radius of the site. For the ifquid effluents, the calculated l total body and thyroid doses are 7.3E+00 and 9. 5E+00 man- rem / yea r ,
respectively.
These doses were calculated for a projected population, in the year 2010, of about 1.2E+06 people witnin 50 mi of the site.
The doses from liquid pathways were calculated using the equations recommended in Regulatory Guide 1.109, Revision 1; Table 11.2-9 presents the parameters and assumptions used in equations for estimating doses to man.
The generalized equation for calculating radiation doses to humans via liquid rathways is:
R =
(C alpj ip)(Uap)(Dalpj)
(11.2-1) where:
Raipj : tne annual dose to organ j of an individual of age group a from nuclide i via pathway p, in mrem /yr C
1p : the concentration of nuclide i ia the media of path-way p , in pCi/1, pCi/kg, or pCi/sq m U = the exposure time or intake rate (usage) associated "P with pathway p for age group a, in hr/yr, 1/yr, or kg/yr (as appropriate)
D : the dose factor, specific to age group a, radio-alpj nuclide i, pathway p, and organ j, in mrem /pCi in-jested or nrem per hr/pci per sq m from exposure to deposited activity in sediment or on the ground
- 1. Potable b'ater MU 1,110 P "P R
apj
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(11.2-2) i i
Amendment 3 11.2-2 April 1979
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NYSE3G PSAR NEW HAVEN TABLE 11.2-2 DILUTION PACTORS. POPUEATION SERVED AND TRAVEL TIMES FROM THE NEW MAVEN SITE Approximate Distance from Site to Point Population Transit Time of Intake Dilution Served To Intake Public Water Systems * (mi) Factor (people /Yr) (br)
Oswego Cityw* 11 W 258 26,000 75 Metropolitan Water Board 11 W(Same intake 258 67,000 75 as Oswego)
Wolcott Village 32 WSW 428 2,500 213 Sackets Harbor 33 NNE 290 1,200 194 Village Sodus Point Village 39 WSW 472 2,000;4,000 260 (Summer)
Chaumont Village 39 NNE 3.5 550 229 Sodus Village 42 WSW 490 1,800 280 Cape Vincent 43 NNE 330 750 Village 252 Williamson Water 47 WSW 518 5,900 313 District Kingston Water Intake 50 N 366 74,000 Plant, Kingston, Ontario 272 Kingston Township 50 NNN 366 19,000 272 P'
g)
( .>,
/
Amendment 3 1 of 4 April 1979 9 9 9
G NYSE8G PSAR NEW HAVEN TABLE 11.2-2 (Cont'd)
Approximate Transit Distance from Population Usage Time Jite to Point (people /yr.) to Foint Incremental of Intake Dilution Shoreline of Analysis Regions *** (mi) Factor Boatinn fecreation (hr)
O to 10 5 117 3.07E+04 2.4E+05 29 10 to 20 15 197 3.7E+04 2.4E+05 88 20 to 30 25 253 3.7E+04 2.4E+05 147 30 to 40 35 298 3.7E+04 2.4E+05 205 40 to 50 45 338 3.7E+04 2.4E+05 264 h
CD N
N N
Amendment 3 2 of 4 April 1979
NYSE3G PSAR NEW HAVEN TABLE 11.2-2 (Cont'd)
Approximate Transit Distance from Population Time Site to Point Usage to Point of Analysis Dilution Annual of Analysis Public Beaches **** (nii Factor Attendance (hr)
Green Point 11 169 6,510 65 Sandy Pond Beach 10.5 165 26,215 62 Sand Pond Beach Inc. 10 162 7,245 59 Dowie Dale Beach 2 78 6,510 12 Brennan Beach 7.5 141 7,455 44 Rainbow Shores 9 154 7,560 53 Chedmardo Farms 5 117 8,085 29 White Sands Beach 9 154 10,675 53 Chedmardo Trailer Camp 5.5 122 10,675 32 Selkirk Shores State Park 6 127 10,675 35 Pairriven Beach State Park 23 364 21,035 153 C. Phil Haven Trailer Park 24.5 375 8,575 163 Pairhaven Boat House 25 379 6,510 167 Idlewood on the Lake 40.5 481 A,050 270 Association Island 28 267- 3,535 164 Wescott Beach St. Park 34 294 17,045 200 Dels Bayside Marina 37 307 4,095 217 Shangr -la 34 294 3,710 200 Isthmus Marina 34 294 13,090 200 Willow Shores Trailer Park 46 341 3,815 270 Warrens Cottages 47.5 347 3,815 279 Sunset Trailer Park 47 345 3,535 276 Sunny Bank Jottages 48 349 3,535 282 Slycks Czap 45.3 339 3,535 267 Ponds Cottages 37 307 3,535 217 Lazy Acres 48 349 5,215 282 Harbor Light Cottages 44 334 3,535 258 Green Cedars 47.5 347 3,535 279 Edgewater Cottages 30 356 3,535 293 Gladys Docteur 45.5 339 3,815 267 Glenn Docteur 44.5 336 3,815 261 Burkes Chula Vista 48 349 3,535 282 Cape Vincent Barrachs Club 37.5 309 3,535 220 Camp Wilson Bay Town Dock 39.5 317 3,045 232 Cape Vincent Boathouse 43 330 4,095 252 Cape Vincent Beach 43 330 3,535 252 Cape Vincent Park 43 330 6,335 252 Jefferson Park Camp 19 221 3,535 112 Southwick Beach St. Park 17.5 212 19,815 103 Amendment 3 3 of
- April 1979 418 273 9 9 9
~
NYSE8G PSAR NEW HAVEN TABLE 11.2-2 (Cont'd)
NOTES:
wPublic water supply systems used to calculate 50-mi radius population doses from ingestion of potable water MwPublic water supply system used to calculate the dose to the maximum offsite individual from the ingestion of potable water wwwThe regions used to calculate 50-mile radius population doses from ingestion of fish, boating, and shoreline recreation (assamed 1/3 of fish caught in each region) ww** Locations used to calculate population doses from swimming 4
CD N
N b
Amendment 3 4 of 4 April 1979
NYSERG PSAR NEW HAVEN TABLE 11.2-8 CALCULATED ANNUAL DOSES f.9E POPULATION WITHIN 50-MILE RADIUS Lipuid Effluents Population man-ren Total Body Thyroid Ingestion of Potable Water 1.8E+00 7.0E+00 Ingestion of Fish 5.4E+00 2.4E+00 Shoreline Recreation 1.2E-01 1.2E-01 Swimming 6.2E-05 6.2E-05 Boating 8.6E-04 8.6E-04 TOTAL 7.3E+00 9.5E+00 Amendment 3 1 of 1 April 1979
NYSE8G PSAR 13.5 PLANT pp0CEDUrES Detailed written procedares will be prepared for the conduct of oparations involving nuclear safety. The Station Operating Manual, will be prepared by the station staff, the NYSE8G Project Engineering Staff, CE, and S &'.7 and will be available prior to Unit i fuel loading. All procedures vill be updated and revised as required to ensure their effectiveness And completeness.
All safety related operations will be conducted in accordance with written l and approved procedures. I Procedures will be based on good nuclear power plant practice and vill enhance station safety. ANSI N18.7-1976, " Administrative Controls for Nuclear Power Plants" ind Regulatory Guide 1.33, Ouality Assurance Program Requirements (Operation)," will be used as a guide for the writing and implementation of these procedures. The procedures will F i reviewed periodically and, when necessary, improved and updated.
The PSAR will include a list of titles of procedures, and a description of the review, change, and approval procedures for station operating, maintenance, and testing procedures.
It is anticipated that the approved procedures will be issued in accordance with the following preliminary schedule:
Procadure Ti~e Before Puel loadinz Administrative 12 months operating 6 months Maintenance 6 months Surveillance 6 months off-manual and Emergency 6 months Preoperation Testing 24 to 6 months Fire Protection 6 months l
@ 08 276 Amendment 3 13.5-1 April 1979
ACCEPTANCE REVIEW QUESTICSS AND RESPONSES O Amendment Oue= tion No. Sub4ect No.
010.1 (10.4.5) Expansion Joint Psilure at Main Condenser 1 022.1 (9.4.5.2.6) Containment Purging during Normal Plant Operation 1 022.2 (6.2.1, 6.2.5.7.1) Clarification of Pi3 6.2-1 NYSE8G PSAR and Table 6.2.5-1 SWESSAR-P1 1 032.1 (3.11) Environmental Qualification 2 032.2 (7.1) NYSE8G Chapter 7 Plant Protection System Design 2 032.3 (7.2) NYSE8G Chapter 7 CPPS and Reactor Trip Switchgear Design 2 032.4 (7.2) CPPS Piber Optics Communication System 3 032.5 (7.3) Solid State Component Contro.
System vs CPPS 2 032.6 (7.7) Plant Monitoring System 2 032.7 (7.8) Instrumentation and Control Design
- nterface Requirements 2 040.1 (3.11) Environmental Qualification Program 1 040.2 (8.2) (RSP) Protection from High or Low Grid
'/ ol t a g e 1 040.3 (Appendix A) Regulatory Guides 1.41 and 1.108 1 040.4 (8.3) Diesel Generator Alarms in Control Room 1 040.5 (8.4) Pire Stops and Seals for Cable Systems 1 040.6 (9.55, 9.5.6, 9.5.7) Diesel Engine Auxiliaries 1 (ESP) 040.7 (9.5.X) Diesel Generator Combustion Air Intake and Exhaust System 1 Amendment 3 Q-i 418 277 April 1974
Amendment Ovestion No. Sub'ect No.
040.8 (10.2, 10.3, 10.4) Selection of Turbino Generator 1 112.1 (3.9.r.1) Piping Preoperational Testing Program 1 130.1 (3.7.1) Confirmatory Dynamic Analysis 1 130.2 (2.7.1.2) " Amplified Respuuso 22actra" Methods 1 130.3 (3.7.2.6) Shear Modulus values Range 1 221.1 (4.4) . Loose Parts Monitoring 1 231.1 Fuel and CEA Surveillance Program 1 312.1 (2.1) Acquisition of Site Propsrty 1 321.1 (11.3, 9.4) Regulatory Guide 1.140 1 321.2 (10.4.2) Main Condenser Evacuation System 1 321.3 (11.2, 11.3) Cost-Benefit Analysis of Liquid and Gaseous Radaaste Manage-ment Systems 1 321.4 (15.7.3) Release Potential of Radioactive Liquids to Surface Water 1 331.1 (12.1) Radiation Protection (ALARA) Review !
331.2 (12 1.7.1) Dose Assessment (Regulatory Guide 8.19) 1 331.3 (12.1.7.3) Health Physics Area 1 372.1 (2.3.1) Probability of Lightning Strike to Safety Related Structures 1 372.2 (2.3.1) Probability of Tornado occurrence 1 372.3 (2.3.1) Snowpack for Safety Related Structures 1 372.4 (2.3.1) Extreme Sncv Loads and 100 year Fastest Mile Wind Speed 1 372.5 (2.3.2) Variable Wind Direction Category 1 372.6 (2.3.3) Justification for Meteorological Amendment 2 Q-ii March 1979
NYSE1G PSAR OUESTION 032.4(7.2) NRC LETTER FEBRUARY 16, 1979 Tor the fiber optic inter-cabinet interfaces of the Compartmer.ted Plant Protection System (CPPS), provide the folicwing information:
- 1. Provide a complete description of the design in conformance with R.G. 1.70.
- 2. Provide the specific design bases and design criteria and address the " Acceptance Criteria for Controls" of Table 7-1 of the Standard Review Plan.
- 3. Specify whether this area is in the scope of design of CE or SAW or others.
- . For this area of design, identify a,y changes to the interf.ce requirements evaluated by the staff during the PDA reviews of CESSAR and/or SNESSAR or the review of CENPD-172.
R E S PON'S E 1 and 2 Refer to Section 7.2.4, Amendment 3 for the response to this question.
- 3. !t.e CPPS and fiber-optic communication system is in CE's design scope.
4 Interface requirements previously reviewed and evaluated by the NRC during the reviews of CESSAR (PDA-2), SWESSAR (PDA-6), and CE Topical Report (CENPD-172A) do not change and need not be re-reviewed due to design changes ir._roduced by the NYSE1G CPPS.
g 4:3 279 Amendment 3 QO32.4-1 April 1979
NYSE8G PSAR O'JE STION 442. l(13. 5 ) NRG LETTER December '7, 1978 Prov'de a commitment to conduct all safety related operations by detailed m vrf*. ten .and approved procedures.
RESPONSE
Refer to Section 13.5, Amendment 3, for the responte to this question.
O 4I8 220 Amendment 3 Q442.1-1 1979 Apr'1
NYSERG PSAR OUESTION 442.2(13.5) NRC LETTER Decerc 27, 1978 Provide a commitment to provide written and ap; roved fire protection procedures and include them on the preliminsry schedule for completion.
RESPONSE
Refer to Section 13.5 Amendment 3, for the response to this question.
(18 281 Amendment 3 Q442.2-1 April 1979