ML22292A105
Text
SOIL PRESS STATIC WATER DYNAMIC DYNAMIC DUE TO liOAI* PRESSURE, SOIL PRESS, SURCHARGE ZONTALROCK PRESS, Oos DISPLACEMENT STATIC SOIL STATIC SUR* DYNAMIC Go~
OsR PRESSURE CHARGE PRESS, WATER PRESS, us,. Oow
. t>.
- .'\/: '\Z GWL
-~ ::
H3 ~;~~:.).
VERMICULITE PRESSURE DUE TO HORIZONTAL ROCK DISPLACEMENT, 0'11R VERMICULITE CONCRETE PRESSURE STATIC VERMICULITE DYNAMIC VERMICULITE DUE TO HORIZONTAL ROCK DISPLACEMENT, CJ VCR PRESSURE CJ sv PRESSURE. 0 ov 0 ss = [YsAT IH1 > + Ysue <H2 l] Ko 0 0 w = 0.7 [ D.875(G..,l Yw ~]
Osw= Yw Y1 O'ov = 0.75 GH [(~v) (H*l - ~ w(H*J o *sv = ~v H*
O'o'l = qGH Ko Os~= ql<o OsR =[ YsAT Hi+ Ysua (H2l] Kn Oos = 0.75GH [rsolT (H3l-Yw (H%J]
0 VR, 0 VCR ARE COMPUTED ON THE BASIS OF STRESS-STRAIN CHARACTERISTICS
'l =UNIFORM SURCHARGE LOAD; GH *0.15; GWL =GROUNDWATER LEVEL; Ko" 0.43; KR= 2.57; y SAT = 14opcf ~ v = 68pct FIG URE 2.s:.110 LATERAL PRESSURE DISTRIBUTION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT5 OCTOBER 1983
MAX/
(TYP) 3.0
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0.1 0.2 0.5 1.0 2.0 4.0 1 o.o APPLIED STRESS - (KSF)
FIGURE 2.5-111 STRESS-STRAIN CURVE OF VERMICULITE -SAND NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983
(
RADWASTE~--+-A..._.__
CREENWELL AND PUMPHOUS BUILDIN HEAT I A'
BAY I NORTH AUX BAY I
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I
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REACTOR BUILDING
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ELECTRICAL I I
NORMAL SOUTH AUX BAY I
SWITCH GEA I BUILDING 215' 0 50 100 200 SCALE-FEET Fl GURE 2.5-112 GROUNDWATER CONTOURS AROUND REACTOR BUILDING USED FOR DESIGN NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
NORTH
'"'l iux.
CIRC. CIRCUL4 TING WATER WATER INTAKE NORTH BAY PIPING OFF*GAS a OEMINERALIZER BUILDING r 'L ,.,.
..!!..:=-----=R:~~-.:.;~;....._---'='-&---'l, 8 EAST CONDENSATE PU"!P PIT CIRC. WATER DISCHARGE NORMAL SWITCHGEAR BLO.
DIESEl CIRC. WAT!R GENERATOR PIPING TRENCH BUILDING It_ SOUTH
~ DENOTED AREAS WHERE DOWELS
~ WEREINSTALLEO FIGURE 2.5-113 o so 40 I I 40 I I DOWEL LOCATION PLAN SCALE IN FEET NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983
North
~
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.;s~w wire 0
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FIGURE ..2.5*114 I
BOREHOLE OC-1 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
North N eo*w 2470 - -- **--\
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- f. 1-1no FIGURE , 2:5-11'5(SHEET1)
BOREHOLE OC-2 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
Nor th 50 2220 : . : lOO Vertical Borehol e
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FIGURE 2.5 - 115 (SHEET 2)
BOREHOLE OC-2 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
o 1
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ii!1 ~ ... * ' A :'.: :-.,: Vibrating wire l50 FIGURE is-116 BOREHOLE oc-5 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
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! 1981 FIGURE . 2~5-11?_<SHEET 1)
BOREHOLE oc-7 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
- !* l I lOON .____East Lil-* L
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FIGURE 2.5-117 (SHEET 2)
BOREHOLE oc-7 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT
+*111 FIGURE
- 2.5-118 PLOT PLAN OF 800 SERIES I NSTRUHENTA Tl ON
+**** NIAGARA MOl!AWIC POWEii CORPOflATIOH SOURCE: NINE MILE POINT - UNIT 2 Reference 94 FINAL SAFETY AHALYSIS REPORT
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Al*~~*I. JO 11**t11llUM AllD *t*l*U .. tlO'lllD*fA.~ NIAGARA ll!OHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 C0**11.1*1*I. *tlfll IHll(CTIDllfS t1ou*o t1l*~ro111 *ac.avatto*
FINAL SAf"E.'TY ANALYSIS REPORT"
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FIGURE 2.5*126 PLOT PLAN REVETMENT-DITCH NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT USAR REVISION 21 OCTOBER 2014
TOP OF REVETMENT - EL 263'*0" EXISTING OVERBURDEN SOIL - - - ' - . _ MEAN LAKE LEVEL - EL 248'*0" UL3 VARIES
'* 4 I I EXCAVATION SLOPE TO BE I TYPICAL SECTION - REVETMEHT*OITCH I SCALE: 1" - 10' 1.0H', .av, OR FL.A TTER, AS
=
OIRECTED BY TilE ENOINEEIS LEGEND
~ ESTIMATED TOP OF ROCK UL2 2ND UNOERLAYER; 75 TO 250 LB
-+'- LAKE WATER LEVEL STONE UNITS UL3 3RO UNDERLAYER; 2.3TO15 LB
.,.6!'-': EXISTING RIP.. ffAP STONE UNITS FA FRONT ARMOR; DOUBLE LAYER OF BA BACK ARMOR; SINGLE LAYER OF 4llOQ 1..8 DOLOS UNITS 10,000 TO 1&,000 LB STONE ARMOR Ult 1STUNDERLAYER: 2000 TO 5000 LB UNITS STONE UNITS NOTE: SEE REF 217 FOR MORE INFORMATION ON STONE SIZE UMITS ANO GRADATIONS FIGURE 2.5- 127 REVETMENT-DITCH PLAN AND TYPICAL SECTIONS.
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 22 NOVEMBER 1985
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- ::::: -=~=-&.;:;:?;e.~~~~9;~~:::: nl[Th.,, f" FIGURE 2.5-127a REVETMENT-DITCH WEST END DETAILS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS MARCH 1984
LLf.!!l.lf U .. .JU.a:..
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- Pit.I... Ut?I'* - 7" FIGURE 2.5-127b REVETMENT- DITCH EAST END DETAILS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT9 MARCH 1984
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FIGURE 2 5-128 FLOOD CONTROL BERM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT USAR REVISION 21 ocroaER 2011
48 P~
I 40
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, AXIAL STRAIN - PERCENT BORING: BAG SAMPLE: MEANY AIRPORT ROAD PIT FIGURE *.2.5-129 TRIAXIAL TEST PLOT EFFECTIVE CONSOLIDATION PRESSURE 10.0 LB/SQ IN NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
120 100 z
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0 2 4 6 8 10 12 14 16 AXIAL STRAIN - PERCENT BORING: BAG SAMPLE: MEANY AIRPORT ROAD PIT FIGURE 2.5-130 TRIAXIAL TEST PLOT EFFECTIVE CONSOLIDATION PRESSURE 20.0 LB/ SQ IN NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
240 200
-z C1l (I) 160 0:::
UJ Q..
(I) cc 120 ___.-1 ' r
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" 6 8 AXIAL STRAIN - PERCENT 10 12 H 16 BORING: SAG SAMPLE: MEANY AIRPORT ROAD PIT FIGURE 2.5-131 TRIAXIAL TEST PLOT EFFECTIVE CONSOLIDATION PRESSURE 40.0 LB/SQ IN NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
-- 100
( /)
0..
(/)
BO
(/)
w a: 60 t-(/) cr3 = 40 a:
<t 40 w
x
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20 20 40 60 80 100 120 140 160 180 200 EFFECTIVE NORMAL STRESS (PSI)
FIGURE 2.5-132 TRIAXIAL SHEAR TEST RESULTS NIAGARA MOHAWK POWER CORPORATION SOURCE: MEANY AIRPORT ROAD PIT NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983
(
36" CONCRETE PIPE POROUS CONCRETE 2' I\ 8" fJ POROUS WALL "
4" ti r UNOERDRAIN PIPE (TVP)
DISCHARGE .., <
PIPE--- I\
/\
3'*0" '5 STEEL PIPE JI f\
r
'l 7 LEGEND I\
1 REACTOR MAT
- ___.,. INFLOW 7
( POROUS J\
CONCRETE )
--+- - --+- OUTFLOW fl.
A v EL. 164'-7314"
- .:::::.:.:.::~:;~:;:~:~:~:~:~:::::::::
~...._6" POROUS CONC. PIPE EL.163'*10" EXISTING PUMP 4'-6" CONC. PIPE NOTE: NOT TO SCALE FIGURE 2.5-133 REACTOR DEWATERING SYSTEM TYPICAL CROSS SECTION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS OCTOBER 1983
6" Jf POROUS CONCRETE SUMP "A" PIPES (TYP.) 4'-6" DIA.
BOT. ELEV. 155"*6" (TYP.)
ROCK FACE SUMP "B" REACTOR & AUX.
BAY MAT PLAN ELEV. 163'-10" (UNDER MAT DRAIN)
ROCK FACE 8" POROUS WALL UNDERDRAIN PIPE W/ POROUS CONCRETE AROUND THE PIPE (TYP.) 3' VERTICAL SHAFT CONNECTED TO SUMP "A" 3' VERTICAL SHAFT x CONNECTED TO SUMP "B" ------
REACTOR & AUX BAY WALLS PLAN ELEV. 175'-0" (ABOVE MAT DRAIN)
NOTE: NOT TO SCALE FIGURE 2.5-134 REACTOR DEWATERING SYSTEM TYPICAL PLANS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983
MATERIAL PROPERTIES
<1> ZONE DRY UNIT WT, yd WET UNIT WT, y T C' cf (pcl) (pcl) (p*f) (degree*)
OOLOSSE 53 92 D 43 UL1 98 122 D 43 UL2 98 122 0 43 UL3 98 122 0 38 BA 98 122 0 43 BEDROCK 150 150 D 50 (1JTHE WEIGHT RANGE OF THE MATERIAL AND THE LAYER THICKNESS OF EACH ZONE IS SHOWN IN FIGURE 2.5-127.
EL 263' UL3 EL 235' FIGURE 2.5-135 CASEI CASE II SEISMIC STABILITY ANALYSIS FOR LAKE LEVEL 248.82 249.50 THE REVETMENT-DITCH SYSTEM -
INPUTS AND RESULTS EARTHQUAKE SSE(0.15g) OBE(0.075g)
NIAGARA MOHAWK POWER CORPORATION SAFETY FACTOR 1.07 1.51 NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 11 JUNE 1984
WESTERN LIMIT OF DESIGN MOVEMENT I
NOTES l SC.At.£; r- 40' I 2. ll-£ HolWCS Of LOCJ.TKlHS OSCO DUlWG C[OlOCC
...,.PING AH!! ON HIS fQJ!ll: i\RE KOT N~U:SSAA<. Y omcw. ..-s.
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FIGURE 2.5-136 L
I DESIGN CRITERIA: AADWASTE FAULT MOVEMENT SOUTH NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMENT12 JUNE 1964
OUTCROP OF FAULT (TYP.)
STRUCTURE (TYP.)
A A iTYPE 1: L _j PLAN A-A A A TVPE2A: L .J PLAN A-A A A TVPE2B: L J PLAN A-A TVPE3:
A L D_j 1 PLAN A-A FIGURE 2.5-137 NO SCALE SCHEMATIC REPRESENTATIONS-STRUCTURES AND FAULT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984
WESTERN LIMIT OF DESIGN MOVEMENT SE.RYU:£. WAlER PAl.NE Orf- CAS
- NOTES OE~AUZER l!ULlil<G L 5'.AlC: 1 * *o' N
CRC WAU:ll llsi::HIJIC£ E E FIGURE 2.5-138 CffC WAltR m~
PLAN VIEW: PLANT COMPLEX NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984
EL 234'+/-
EL 226'+/-
EL 209.5'
.. *... -=-
FAULT ZONE EL.190' NOTE: BA<?KFILLS NOT SHOWN FIGURE 2.5-139
=
SCALE: 1" *20' -0" CROSS SECTION 0-0 CONTROL BUILDING NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT12 JUNE 1984
EL 234.0' - - - J
/ F A U L T ZONE
- . - r. -
NOTE: BACKFILLS NOT SHOWN SCALE: 1" = 12' FIGURE 2.5-140 CROSS SECTION E-E DIESEL GENERATOR BUILDING NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984
CONDENSATE *...*.*
STORAGE 'Ii "
BUILDING
_____.J\ ,
'!{,
A'
,i:f'.>~
4 *'
4~*
,*A NORTH ..
~
ELECTRICAL TUNNEL
..,r. .. **..
~:
- ,1> *
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t....
... j:.
.;,.** NORTH AUXILIARY BAY
- j:/i t!J - . .. .. .
/ FAULT ZONE .;;i:
':op *.. **- - - -
EL 190'+/- - *:::::!::
- zi .. ~
.-,::;=:~:z.:::;:-:::;: - ::;:
- - :;:?: .* *:*::
. *31:
- ~*~~
....._ _ _ _ _ _ EL 175.0D'
- t. * ** _. v
~
- A NOTE: BACKFILLS NOT SHOWN SCALE: 1" =1O' FIGURE 2.S-141 CROSS SECTION F-F NORTH ELECTRICAL TUNNEL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984,
---"'!"'---~--~
. ; .fl.: . " . , Po ., .\> G"'* * '**. ~ .:.:
_ EL. 261.0'
~
- ~
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- **:.>>*. p. '.At?:'I' ;:: :
1
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~ .* A"' O ** .... ***I>- " l ;...
-1 ". ,
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SOUTH AUXILIARY BAY SOUTH ELECTRICAL TUNNEL
.._____~K- EL 211.s*
~/\.A~,.._
FAULT ZONE
/
l!:==c:=:e-.o:::::=c:::cz:=:z:;~l::zcc=:t::cz:::::c::I=:: - EL 190+/-
K
¥1: ~
- 'J
- . ~ - EL 175.00'
~. * *,
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_ ** i~.~...-: ~
.*** *<:f> * .* ** =~-
,. *- _, A ,d r(
--.....---r---,-.._-.,-i( _EL. 163.8'
- ..;. ""...L""- A"-
NOTE: BACKFILLS NOT SHOWN SCALE: 1" =12' FIGURE 2.5-142 CROSS SECTION G-G SOUTH ELECTRICAL TUNNEL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984
.... ,.. ' . ~ - (* ."*
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- P.**v*"
- .. ' * * ,. t *
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- ll*
- EL 244'+ (VARIES)
-en
~
z
~FAULT ZONE EL 190'+/-
NOTE: BACKFILLS NOT SHOWN FIGURE 2.5-143 CROSS SECTION H-H EXHAUST TUNNEL SCALE: 1" = 5' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984
247'+/-
...,........a
.' . ~
p p SOUTH ELECTRICAL REACTOR TUNNEL A BUILDING
~
- ' I il
. ~
v FAULT ZONE p
u.
- II A*
0 ** : ~:.
,'ii *.
..** .. . "~
.,.\*...:;_',,
.. ..
- I:
_\ A EL 163.8' FIGURE 2.5-144 NOTE: BACKFILLS NOT SHOWN CROSS SECTION 1-1 REACTOR BUILDING SCALE: 1 " = 1 O' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT12 JUNE 1984
..a r.
RADWASTE BUILDING EL 261.0'- _ _ _ _ _ _ _ __.
.Joe:. °.A:~. . f*~'-:
SERVICE SCREENWEU WATER BUILDING TUNNEL EL244.0'_
FIGURE 2.5-145 CROSS SECTION J-J NOTE: BACKFILLS NOT SHOWN SCREENWELL BUILDING SCALE: 1" =10' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT12 JUNE 1984
- 1
~...
~*~
>.h EL. 234.00'
(
NORTH ELECTRICAL NOTE: BACKFILLS NOT SHOWN c:(
m TUNNEL a:
c:(
- i
§
~
a:
0 z
l EL 190'.:t EL 175.00' FIGURE 2.5-146 EL.163.8' CROSS SECTION K-K RAILROAD ACCESS LOCK SCALE: 1" =1O' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 .llJNF 1AR4
EL 261' CONTROL DUCTLINE #907 DUCTLINE #922 BLDG MANHOLE#1 EL 247.25' STRUCTURAL BACKFILL 1- -
EL 209.5'
.,.... EL 190'
~?' :;;;*;c 1
~;acc;;1 (* . ~ J~ - j **a j. 1 , ,
- 7 ..;:;:;z *~~-- *- :..* n *=cfiq* '7 i .*t* J? c :S: (" **-*'"' Pt(.: **t 5 ,. , 9 ~
FAULT ZONE_/
SCALE: 1" = 20' -0" FIGURE 2.5-147 CROSS SECTION L-L ELECTRICAL DUCTLINE 90l1 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984
~-.'
l'lll!lly~4-.,......1!111..._-.----11; -EL 261.0'
~
- REACTOR A
. AUX. SERVICES BUILDING TURBINE BUILDING I
BUILDING *.
A -EL237.0' t
t I
CONC l* FILL 1-
..__.,l.
EL 206.5'
. ,.J..r:;
.~,*~~:*:- **
~~
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y ...~
- -1: ~: ~ *.;'~ ..
,-t1111~ro-*-~-...,.Ar------.,._-- EL 163.8'1*
.~
I NOTE: BACKFILLS NOT SHOWN .
SCALE: 1" =20' FIGURE 2.5-148 CROSS SECTION M-M AUXILIARY SERVICES BUILDING
,/ NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT12 JUNE 1984
ELECTRICAL BAY (INCLUDING SERVICE WATER TUNNEL)
EL 245'
=
.* EL 242' EL 239'
,......J..,.,.,.,__...~~---LL-~~ =;* ~.....,..,,,.,.,,...,,.--~~~~~--,-,.....---~......,.,,~~.,..-..,.,..,,,
EL 229.5' EL 231 .5' ..
CIRCULATING WATER ENCASEMENT
. ,. , .* :,,*: , ~:* **: ::*": . .. ~~..., ~ ***
. *. EL 224'
~:.::;::::=;;=~ :==IJEl EL 221 '
EL 210 ' EL 206.5' SCALE 1" =60' FIGURE 2.5-149 ELECJRICAL BAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984
GROUND SURFACE 00-..-~--~~~~~~~~~~~~~~~~~~~~~-
~~
Y SAT= 140 PCF Vs= 800 FT/SEC
,, ~
AMAX. = 0.15 G
- SEISMIC INPUT
...,. ... - ~ ..... " .. --,-
ROCK (HALF-SPACE)
NOTES:
TO SIMPLIFY THE ANALYSIS, DUCTLINES 907, 922, AND MANHLE NO. 1 ARE CONSERVATIVELY TREATED AS LAYERS OF SOIL THAT HAS SAME PROPERTIES AS STRUCTURAL FILL THE SOIL SYSTEM IS ASSUMED TO HAVE INFINITE AREAL EXTENT AND IS DIVIDED INTO 13 LAYERS.
INPUT DATA FOR THIS COMPUTER ANALYSIS INCLUDE THE FOLLOWING:
1.EARTHQUAKEACCELEROGRAPHS
- 2. UNIT WEIGHT AND SHEAR WAVE VELOCITY OF SOILS
- 3. RELATIONS BETWEEN SOIL DYNAMIC PROPERTIES AND SHEAR STRAIN.
FIGURE 2.5-150 THE INPUT SOIL SYSTEM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
. A~ENDMENT 28 MAY 1987
0 IN PERCENT 0 er' o-1 0 0 4
~ 10-N N
0 0
0
. 0 0
0 0
N ....
0 Do
-o 0
0 0
(0 0 o:>
0 a:
Cl
. 01-
~w Cl OCD a:~ co I-w oc!f al ~
od'g 0 0
~a o:> ..,.
0 a
0 CJ a
0 0
v N LEFT SCALE FOR FOLLOWING CURVES X SHEAR MODULUS OF ROCK RIGHT SCALE FOR FOLLOWING CURVES 8 DUMMY 0 DUMMY
!:> SHEAR MODULUS OF SAND - FIG. 4.3, ST-211, OR= 75%
+ DAMPING RATIO OF SAND
- FIG. 4.5, ST-211
<:> DAMPING RATIO OF ROCK G = 1000 K -Vrrm FOR SAND BETA= DAMPING RATIO IN PERCENT FIGURE 2.5-151
- ... - ' ~- -
[~Jt~EAN PRINCIPAL EFFECTIVE SHEAR MODULUS AND DAMPING
'. .. .STRESS .* VERSUS STRAIN SEISMIC RESPONSE OF BACKFILL ATOP ROCK NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 13 AUGUST 1984
ACCELERATION (G)
FINAL GRADE ELEV. 261 FT +/- 0 0.1 0.2 0.3 2
I
~. ~
Q -i 4 ~' lfJ:n zl q; I :e 6 q;'
~, ~
~ ~ .:::>
- z; I !:
.q' UJ 8 :r (JJ
'q' 10 i=- 12
~
- c I-w 14 11.
c 16 18 20 22 24 26 TOP OF ROCK ELEV. 234 FT. +/-.
MAXIMUM ACCELERATION INPUT AT ROCK= 0.15 G FIGURE 2.5-152 ENVELOPE OF MAXIMUM RESPONSES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 13 AUGUST 1984
-90' -110*
r+A DIESEL GENERATOR CONTROL BLDG BLOG
.. N 0 REACTOR ROCK CJ)
EL 234+/- w BLOG
+
z i1
- i u
- i a.0
"'..J ::::90' 0
ROCK w EL. 234'.+/-.
- .: N u
a IC ROCK EL. 248t MH#3 PLAN VIEW FINAL GRADE EL. 261
": "l
\IH'I 1;
MH#1 1 DUCTLINE 907 (4'X4')
(12.5'X12.5')
EL. 247' EL 247'.t
'* A A.
STRUCTURAL FILL EL. 243' EL234'+/-
A II I\ A A. f\,.
. ~f
, ROCK
~
FIGURE 2.5-153 PLAN AND TYPICAL SECTIONS OF ELECTRICAL DUCTLINES 907 AND 922 AND MANHOLE"" N"O. *1 NIAGARA MQHAWK POWER CORPORATION
-NINE MILE POINT - -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT13 AUGUST 1984
0 0
g~
... UJ
... a; 0....J zO a:
<(
a..Z
- b8
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.;. ~
N t-------1 I \\,
j
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~!
... , ......... ......a . . ur:...1*
EEi' f\,1'11:11 ...........
FIGURE 2.5-155 PLOT PLAN OF BORING JINO PIEZOMETER LOCATIONS NIAG/l.RA MOliAWK POWER CORPOR/\TION NINE MILE POINT -UNIT 2 FINAL SAFE l v ANALYSIS REPOnT USAR REVISION 21 OCTOBER 2014
- - -- - TOP OF GROUND- EL 262.7'
' CONSTRUCTION FILL-SANDY GRAVEL
!CONSTRUCTION FILL - GRAVELLY -
CLAYEY SAND BLOCK SAMPLE OF ORGANIC SILT (9" *x x*
9" &")
ORGANIC SILT .
LACUSTRINE SILTV SAND AND CLAY ---r-'
(A) UNDISTURBED BLOCK SAMPLE OF ORGANIC SILT TOP OF GROUND- EL 262.7' CONSTRUCTION FILL - SHOT ROCK CONSTRUCTION FILL ---GRAVELLY
' CLAYEY SAND i LACUSTRINE CLAY ,BLOCK SAMPLE OF 1SILT, AND SAND LACUSTRINE DEPOSITS (9' x 9" x 9")
GLACIAL TILL - BROWN
.,..,,...~..,_~'!!!!9~ft!!I'!!~
1 GLACIAL TILL- GRAY
! (B) UNDISTURBED BLOCK SAMPLE OF 1
LACUSTRINE DEPOSITS FIGURE 2.5-156 CROSS SECTIONS OF UNDISTURBED BLOCK SAMPLES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
EL 274.0' EL 274.0' BB-10 ....,.
EL 270.0' - ""- .......... .... .............. - EL 270.0' L...
EL 265.0' ... - EL 265.0' L...
BB 13 EL 260.0' ... EL 260.0' BB 6 BB-7' '
............ ------~--------- ~......
EL 255.0' ......., - EL 255.0' 1 5 10 15 20 25 30 1 5 10 15 20 25 30 1 5 10 15 20 25 I 5 10 15 20 25 30 1 5 10 15 20 25 30 FIGURE 2.5-157 1 1 1 1 DECEMBER JANUARY FEBRUARY MARCH APRIL WATER LEVEL VERSUS TIME 1983 1984 1984 1984 1984 MEASUREMENTS IN PIEZOMETERS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1 984
BORING NO. BB-1 PROJECT COORDINATES NMP2 PMP FLOOD CONTROL BERM 112a4, 101.401 548.098.369 J.O.NO.
GROUND ELEV .111 12177 257.4 SHEET 1 OF ,
INCLINATION VERTICAL BEARING N/A INSPECTOR D. ISLER DATE: START /f'INISH 12/2/82 / 12/ 3/82 CONTRACTOR/OR~LER WARREN GE.ORGE/f ARRELL STATIC GROUNDWATER DEPTH/DATE N/A / DRILL RIG TYPE CME-75 DEPTH TO BEDROCK 6 -B~'
1 TOT AL DEPTH DRILLED 9'-2" METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE COMMENTS 12/3/82 BOREHOLE DRY TO 6 APPROX. !BORING SPOON SAMPLED TO 6 °-6 1 11
)
.... 5 ~ §
~~ IA.I a:
8 0. ....
1.11
..JW ...lb.I =>o
< i: ~~ II. a. o.m l!i ..,~ z~
om SAMPLE DESCRIPTION
- I>- ::l'.2 0 11.<
~~ ~-
lie ::I
<t- <::i !I! It! 111> u>-
111% Ill
-- -- 5 1 5-11-12 23 SW FILL : SIL TY SAND - WIDELY GRADED, 20-lO* GRAVEL. COARSE TO F'INE -
13"1 SANO. 25-35* NONPLASTIC TO SLIGHT\. Y PLASTIC FINES, COMPAl.:T -
TO VERY DENSE, DR'I' TO MOIST, OLIVE BROWN, CONTAINING MET AL, -
CLASS, AND ROOT FRAGMENTS; PREDOMINANlL Y RECOMPACTED TILL. _
( ) 2!15 -
- -s 2 36-22-12 34 14"1
--- -- s
~ --
45-42-2~
3 14"1 56
-*CORI -
BEDROCK: SANDSTONE - LIGHT GREENISH CRAY, CLOSELY JOINTED
- 250- THICK BEDDED, FRESH, MARC, rtNE GRAINE:D .
NX 1 ~EC*2'-0' SS
- BOTTOM or HOLE: 9'-2" ll-24~
- 15 -- .
I . DATUM IS MEAN SEA LEVEL
- 2. " ' GROUND WATER LEVEL FIGURE 2.5-158
- 3. BLOWS REQUIRED TO DRIVE VI 2" 0.0. SAMPLE SPOON 6 OR w DISTANCE SHOWN USING I-0 140 LB. HAMMER f ALLING 30". BORING LOG NO. BB-1 z *INDICATES USE Of 300 LB .
(._) '
c z
HAMMER. I I INCHES OF SAMPLE RECOVER'f' .
4 . "ROCI< CORE RECO'.ERY/
LU ROCK DUALITY DESIGN A Ti ON . NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
(.!)
- 5. STD. PENETRATION L.LI
_J RESISTANCE BLCWS/rT.
IJ. UNIF'IEO SOIL CLASSIF'ICATION SYSTE:M.
FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1184
NMP2 PMP FLOOD CONTROL BERM 12177 BORING NO. fill:::l_
PROJECT J.O.NO.
COORDINATES 1,263,863.693 548.039.508 GROUND ELEV.C1l 261 . 0 SHEET 1 OF' 1 INCLINATION VERTICAL BEARING N/A INSPECTOR 0. ISLER DATE: START/FINISH 12/1/82 ~ 12/2/82 CONTRAClOR/DRLLER WARREN GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE N/A ~ DRILL RIG TYPE CME-75 DEPTH TO BEDROCK 7'-9 TOTAL DEPTH DRILLED 10'-o" METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION 1 PIEZOMETER !ST AND PIPE TYPEl COMMENTS J" CASING LEfT IN HOLE FOR TREMIE GROUTING LATER .
- §
~~ ... ..........a:
~
...JI.I 5
tll
~
8 zw::>
§
- a. ....I
.... i::
~~
- iO 0..0.. o..m
- a::z *5~ ......... om SAMPLE DESCRIPTION
~ tli ::I>
~ a:~ Ill> o.. c a:: :I d I!: [>!! - c ... c::i II) lllZ u'" tll
- s 8-17-14 JI 260- SM FILL : SIL TY SAND - WIDELY GRADED. 31* GRAVEL TO 0 . 7" MAXIMUM.
!6"1 COARSE TO FINE SAND, 27" NONP\.ASTIC TO SLICHTL Y PLASTIC flNES, COMPACT TO VERY DENSE, DRY TO MOIST, OLIVE BROWN;
-. 14-11-9 RECOWPACTED TILL .
s
- 2 14"1 20
( ) . . s 3 15-13-21 34
- 141
-- - s 5- 4
\9-J4-J1 110"1 65 -
- -s 255- TILL : SIL TY SAND - WIDELY GRADED . 211-29it GRAVEL TO 0.6 MAXIMUM, 18-29-42 71 SI.I 5 COARSE'. TO FINE SANO, 26-28* NONPLASTIC iO SLIGHTLY PLASTIC -
18"1 FINES, VE.RY DENSE, UOIST , OLIVE BROWN MOO'TLEO WITH GREY. -
c;: s 100/J.5" -
~100 BrDROCI<: SANDSTONE - LIGHT GREENISH GRAY, CLOSELY JOINTED. THICl< -
. - BEDDED, SLIGHTLY WEATHERED TO FRESH, HARO, FINE GRAINED. _
- Nie
-- CORE 1 REC*1'-B" SS 10
- 80TTOM OF HOLE: 10'-0M 2~-
- - 15 -
- z .""
- 1. D~. TUM IS MEAN S~A LEVEL GROUND WATER LEVEL FIGURE 2.5-159 J . BLOWS REOUIR(D TO DRIVE.
Vl 2" 0 .0. SAl.IPLE SPOON I'" O?
l..LJ DISTANCE SHOWN USiNG BORING LOG NO. 88-2
~
0 1-40 LB . HAMMER f ALLING 30 ".
z ito INDICATES USE Of 300 LS.
'z HAUMER. t l INCH£:: Of l)
':l SAii.Pl( RrCOV~!H .
4 . KROCK CORE I<( COVEllY /
- ...J ROCK :JUA LI T'f o~:;F;NA r:o N NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
(.)
w RESISTANCE 8LGWS/rT
...I
- 8. UNIFIED SOIL CLA$SIF"ICAT lOtl S'tSTEM , FINAL SAFETY ANALYSIS REPORT '""-..
AMENDMENT 14 OCTOBER 1984
NMP2 PMP FLOOD CONTROL BERU 12177 BORING NO. fil!..=.L PROJECT J.O.NO.
COORDINATES 112831686.230 548,056.915 GlllOUND ELEV.nt 260.5 SHEET _1 OF__t_
INCLINATION VERTICAL BEARING N/A INSPECTOR D. ISLER DATE: STAIU.IFltelSH 12/3/82 ,,, 12/3/82 CONTRACTOR/DRLLER WARREN GEORGE/FARRELL STA TIC GROU.OWA TEA DEPTH.I DA l [ N/A .I DRILL RIG TYPE CME-75 DEPTH 10 IHDaOCI< 5'-a" TOT AL DEPTH DRILLED 1'-0" MU HODS:
DRILLING SOIL ROLLER BIT SAIWLIMG SOIL SPLIT SPOON DRILLING aOCK NX CORE BARREL SPECIAL T[STllG OR INSTRUMENTATION 1 .PERCOLATION TEST COMME:NTS SHALLOW DEPTH AND TILL OR FILL MA TE RIAL INDICATES POOR CONDITIONS fOR elEZDMEIEB HIEBEECRE fl!Cti!E lfl!SIAI I Ell
- ~ E? D. §...
~~ w Wll:
Z!!f :::iO
< i::
§~
...JW O.Q. a.m
- I>- ::1:::11 i~~ om
~;i 11:2 SAMPLE DESCRIPTION a~ < ... <::>
"' in:ic al ~ 111> u>- Ill
- llO -
-- -- s , u-n-111 11!!1'~ 39 GP FILL: CFIUSHED STONE - POOFIL Y GRADED, DENSE, ORY, GREY. -
.- - s -
...42-l)Q. TILL: SANDY SILT - NONPLASTIC, 6-19* GRAVEL T 0 0 .5" MAX,. 40-4 2*
2 ~* 113'\
>1-42 ML COARSE TO FINE SAND. VERY DENSE, DAMP, OLIVE BROWN.
~
~- BEDROCK: SANDSTONE - LIGHT GREENISH GRAY, CLOSELY JOINTED. THICK *
- NX BEDDED, FRESH, HARO, FINE CRAINE:D.
1 IAEC-1'-n SS
- co*1 BOTTOM OF HOLE: 7 -0"
- -o-
~-
- - '!!\
- 1. DATUM IS MEAN SEA LEVEL 2 . . . G"OUND WATER LEVEL FIGURE 2.5-160 J. BLOWS REOUIRCD TO DRIVE VJ 2" D.D. SAMPLE SPOON IS" OR w DISTANCE SHOWN USING
~
0 140 LB. HAllttilER FALLING JO". BORING LOG NO. BB-3 z *INDICATES USE OF 300 LB.
HAMWER . I I INCHES OF' Cl SA~PLE RECOVERY .
z 4. "ROCK CORE RECOVERY/
La.I t:)
l!OCIC OUALITY OE SIG NATION. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
I . UNIFIED SOIL CLASSIFICATION SYSTEM. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
BORING NO. 88-4 PROJECT N~P2 PMP FLOOD CONTROL BERM J.O.NO. 12177 COORDllATES 1.283,526.425 548,046.175 GROUND ELEY.11) 258.9 SHEET 1 OF' 1 N/A INCLINATION VERTICAL
- BEARING INSPECTOR 0 . JSLER DATE: ST ART.lrlNISH 12/3/82 ,, 12/3/82 CONT RAC TOR/DRILLER WARREN GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE N/A / DRILL RIG TYPE CME-75 DEPTH TO BEDROCK 2'-0" TOTAL DEPTH DRILLED 4'- 6
utTHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION 2 .PERCOLATION TESTS COMMENTS NO PIEZOMETER DUE TO SHALLOW DEPTH TO TOP OF ROCK.
r:i @
~ ~ .., er 5 ~ ~
i.a 8 Q.-'
!Q3 ::::>o
..Ji.I .JW z~
~~ ~~
0.. a. A. ID 0: om SAMPLE DESCRIPTION
- I>- ::12 0 ~ II.< a::2 Cl- c::i Ill tnZ al ~ Ill> u>- Ill
-- -- s TILL: SILTY SAND - WIDELY GRADED, 20-30* GRAVEL, COARSE 10 FINE -
1 5-n-n 22 SM SAND, 25-35* NONPLASTIC FINES. COMPACT, ORY, OLIVE BROWN 115"1 MOTTLED WITH GREY. *
)
-- - BEDROCK : SANDSTONE - LIGHT GREENISH GR"- Y, CLOSELY JOINT E:O. THICK
- REC*f-11" SS C~~E 1
- BEDDED, FRESH, HARD. FINE GRAINED .
z~-
BOTTOM OF HOLE: 4'-8" 5-
~-
--- .- 11-245-
- 1. OATUla IS MEAN SEA LEVEL 2, .f. GROUND WATER LEVEL FIGURE 2.5-161 J , BLOWS REOUIREO TO DRIVE l/J 2" 0 .0. SAMPLE SPOON 6" OR I.LI DISTANCE SHOWN USING I-0 140 LB. HAMMER FALLING JO", BORING LOG NO. 88-4 z *INDICATES USE Of' JOO LB .
Cl z 0 HAMllER. I l INCHES OF SAMPLE RECO\/ERY.
- 4. "ROCK CORE RECOVE!lY .I' LU t.:l ROCK OU,,LITY DESIGNATION. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
- 6. STD . PENETRATION w RESISTANCE BLOWS/Fl .
..J 8 . UNIFIED SOIL CLASSlrlCATION SYSTCM.
FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
BORING NO. D..::.L I PROJECT COORDtNATES NMP2 PUP f'LOOO CONTROL BERM 1a2!3,073.308 547191-4.101 CROUN:> ELEV.m J.O.NO. 12177 282.7 St£ET 1 OF ,
INCLINATION VERTICAL BEARING N/A IHSPECTOR D. ISLER .
DATE: START.lf'INISH 12/31'82 ,,. 12/3/82 CONTRACTORIDRLLER WARREN GEORQE.IFARRELL STAT~ GROUNDWATER DEPTH/DATE N/A DRILL RIG TYPE CME-7!)
DEPTH TO BEDROCK !>'-a.. TOT AL DEPTH DRILLED a'-o"
..ETHOOS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION t PERCOLATION TEST COMMENTS
- § 5 ~ !!
~ ~ w
...llJ wa:
........ 8 :zw a.-'=>o
< i:: ~- a.m
~35 ::> om SAMPLE DESCRIPTION
~~ ~~
Cl.CL
- I>- ::12
<1- <::> !I ... li:;J ac:Z Ill;> ..,>
en enz a: en
. -- s 1 3-8-10 112") 18 GP SM fill : l:RU511EO ~ONE .
fil l: SIL TY So!<ND ~
- WIDEl Y GRADED, 20 - 30* GRAVEL, COARSE TO flNE SANO, 25-35* NONPLASTIC flNES. COMPACT, ORY, OLIVE BROWN -
- IBURIEO TOPSOIL ; ORGANIC SIL TY CLA.Y - UODERATEL y PLASTIC. SOFT l -
MOTTLED 'WITH GREY: RECOMPACTED TILL.
OL TO STlrF.MOIST,VERY DARk GREY TO BLACIC,PEATY.
) - -- s --..
280- 10-11-8 CL/
2 16 113"1 ML/ LACUSTRINE CLAY, SILT, ANO SAND:
SP SILT'I' CLAY, NODERAH:LY PLASTIC, a-11* GRAVEL TO o .a " MAX . ,
24-32* COARSE TO FINE SANO DISPERSED ANO IN SAND ANO Sil T LAMINAE AND LENSES, VERY STtFf TO HARO, MOIST, AL TERNA TE ..
.. BROYOI CLAY AND GRAY SIL.T AND SAND LAMINAE *
- ~
s J 4-1Dq<2" *100 14 '
. - , - BEOftDCIC : SANDSTONE - LIGHT GREENISH GRAT. CLOSEl Y JOINTED, lHlr:K _
Nlt REC*1'-7" SS
- - COllE BEDDED, FRESH, HARD, FINE GRAINED.
ZM-BOTTOM OF HOLE: 11'-0"
- i>-
2~ -
1!i -
I . DATUM IS MEAN SEA LEVEL 2* ..f. GROUND WATER LEVEL FIGURE 2.5-162 J. BLOWS REQUIRED TO DRIVE tll 2" 0 .0 . SAMPLE SPOON 6 OR w
I- DISTANCE SHOWN USING 0 140 LB . HAMMER FALL ING 30". BORING LOG NO. BB-5 z
- INDICATES USE or 300 LS .
HAl.IWER. I l INCHES OF l )
Cl SAMPLE Rt:COVER~ .
z 4 . "ROCIC CORE: RECOVERY/
w ROCK QUALITY DESIGNATION . NIAGARA MOHAWK POWER CORPORATION t.!)
NINE MILE POINT-UNIT 2
- 5. STD. PENETRATION w RESISTANCE BLOWS/FT *
...J
- 8. UNIFIED SOIL CLASS IFICAT IOt-1 SYSTEM. FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1984
NWP2 PMP FLOOD CONTROL BERM J.O.NO. 12177 BORING NO. li.=.L PROolECT COOROltlATES 112152,836.757 541,962.924 GROUND ELEV.nl 26J.5 SHEET or 1 n INCLINATION VERTICAL BEARING N/A INSPECTOR O. ISLER DATE: ST ART /FINISH t2/6.182 , 12/7/82 CONTRACTOR/OR~LER WARREN GEORGE/FARRELL STAllC GROUNDWATER DEPTH/DATE N/A I' DRILL RIG TYPE CME-7~
DEPTH TO BEDROCK 9'-4" TOT AL DEPTH DRILLED 11'-*"
METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION 2 PERCOLATION TESTS 1 1 PIEZOMETER !STANDPIPE TYPE)
COtilWENTS N §
.......J IJ ........IX ;;;v; 8
~
§
~~ U.l a. ....
~ ;= ~ >= ILm z~ ::>o IL I!! It.
2>- 22 D.
~~~ I- ...J om IL< a:2 SAMPLE DESCRIPTION
~~ l!j - "'I- <::> ill ~
a: in> Cl>
ci Ill lllZ 111
- -- s --
-- 1 1<4-31-29 112"1 50 GP fill : CRUSH(O STONE -
GREy .
POORLY GRADED. 2 " MAX .. VERY DENSE, ORY .
- -- s 72-100/4' >100 2
IB"I
( ) -
- zao-
-s 25-77-35 J BURIED L J I?") 113 TOPSOIL ; ORGANIC SILT - SLIGHTL y TO MOUE RA TEL y PLASTIC, n1 Vl'RY C::TIFF 1An1*q V"RY i'IARI< GR"Y TO Bl ACK Pl'ATY .
"'"t. ""u LACU::.1 SILT SAND :
5- SILT, NONPLASTIC, 0-51 GRAVEL. 10-20* COARSE TO FINE SANO,
- s 13-68-15
-- 110"1 82 ML/ VERY OENSC, MOIST, ALTERNATING BROWN i\ND GREY LAYERS CON-c::p TAINING SANO LAMINAE.
- TILL : SIL TV GRAVEL - WIDELY GRAOEO, TO 2 " MAX **.:rn-.35" COARSE TO FINE SANO. 15-20" NONPlASTIC FINES, VERY OENSE, DAMP,BROWN, -
- - s 120-34-!6 120
!I 19") GIA MIMED WITH SANDSTONE CCBBLES BELOW 8 '. -
s 6 100/!l.5.. ~100
~-
10- NX 1 REC*(-7" - BEOROCI<: SANDSTONE - LIGHT GREENISH GRAY, CLOSELY JOINTED, THICt<-
SS BEDDED, FRESH, HARD. FINC: GRAINED.
- ICOllE BOTTOM or HOLE* 11'-"'"
250 - -
- 15
- f. DATUM IS MEAN SEA LEVEL
- 2. -i- GROUND WATER LEVEL FIGURE 2.5-163 J . BLOWS REOUIRCO TO DRIVE
(/)
2" 0 .0 . SAMPLE SPOON 6" OR w
.... DISTANCE SHOWN USING 0 140 LS. HAMMER FALLING JO " . BORING LOG NO. 88-6 z
- INDICATES USE or .300 LB .
HAMMER. I l INCHES OF Cl SAMPLE RECOVERY .
z 4 . "ROCK CORE RECOVERY/
w
<.!)
ROC)( OUALlT Y DES IGN A TlON. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 5 . STD . PENETRATION w RESISTANCE BLO\liS/F 1 .
....J S. UNIFIEO SO IL CLASSIFICATION SYSTEM.
FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
NMP2 PMP FLOOD CONTROL BERM 12177 BORING NO. .f!..!L::L PROJECT J.O.NO.
COORDINATES 112a2,ss1 .462 54 7 ,939.2 7 3 GROUND ELEV.CU 266.0 SHEET_1 OF I INCLINATION VERTICAL BEARING N/A INSPECTOR D. ISLER DATE: ST ART /f'INISH 12/7/82 ,, 12/8/82 CONTRACTOR/DRLLER WARREN GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE N/A . DRILL RIG TYPE CME-75 DEPTH TO BEDROCK 13'-11" TOTAL DEPTH DRILLED 14'-6" METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION 3' PERCOLATION TESTS COMMENTS N @
5 ~ §
~ ~ '41
..JW
'41 IX
..JW
~15~' ......
o.--'
z~ :;:,C
~~
< i= a. o. a. al om SAMPLE DESCRIPTION
- I>- ::1::1 0 a..< a: ::I
>Ii! < ... <::> l:il ~ VI> u>-
- ! - en CllZ IX Ill 2&5-
- -- s 1 35-76-51 127 112"1 GP fill: CRUSHED STONE - POORLY GRADED, 6" JIND LARGER, VERY DENSE, -
DRY, GREY. --
)
--- -- s -
2 n4~1t~ *100 5
-- s 41-1!1!-1!1 147 rill: SIL TY S,.ND - WIOEL Y GRADED, 20-JO* GRAVEL, CO,.RSE TO FINE
- S,.ND. 25-JSll NONPLASTIC FINES. VERY DENSE, MOIST, 01.IVE 3 SM 2&0- 112"1 BROWN, CONT,.INING CINDER AND PEAT F'RAGMENT S; PREDOMINANTL 'I' -
- RECOMPACTED TILL .
-. -- s OL BUruc.u I ur-:>u1L: OHGANIC 51L T - 5lltiHTL T l 0 MOuc.rtATEL Y PLASTIC
- SOl'T TO VERY STIFF, MOIST, VERY DARK GREY 10 2-16-24 Bl ACk Pf&T¥ 4 ~o
-- - s 1115"1 10 LACUSTRINE SAND AND SIL 1: -
-- - s --
5 e-n-n 22 SP/
SANO. UNIFORM, f"INE, DENSE, DAI.IP, BROWNISH GREY, GRACING 16"1 ltlL DOWNWARD INTO SILT,NONPLASTIC.0-5* GRAVEL,10-20* FINE S,.ND, 2~- COMPACT, SATURATED. BROWNISH GREY.
6 1001'5"IO 1>100
- TILL : SIL TY GRAVEL - WIDELY GR,.0£0, WITH COBBLES ANO BOULDERS TO B" MAX., JD-Jot1 COARSE TO FINE SAND, 15-20* NONPLASTIC
- GM f'INES, VERY DENSE, MOIST, GREY; GRANITE FRAGMENTS NOTED.
Nk 1 REC*f-6"
- r:ollE BEOHOCK: SANDSTONE - LIGHT GR~~~l:;H GRAY, CLOSE:L Y JOIN TED, THICK -
' SS RF'Onl"n F'IU'!;M 1-1.t.i:tn F'I GR.t.*N<"O 15 BOlTOIA OF HOLE: 14'-I!
2.""
I. OATUIA IS MEAN SEA LEVEL GROUND W,.TER LEVEL FIGURE 2.5-164
- 3. BLOWS REQUIRED TO DRIVE IJ) w 2" O.D. SAMPLE SPOON 6" OR DISTANCE SHOWN USING 0 140 LB. HAMMER FALLING 30 ", BORING LOG NO. BB-7 z *INDICATES USE OF 300 LB.
0'z HAWMER. I I INCHES OF SAMPLE RECOVERY.
- 4. "ROCK CORF: RECOVERY I' w ROCK QUALITY DESIGNA TlON . NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 t.!)
- 5. STD. PENETRATION w RESISTANCE BLOWS/FT.
...J I!. UNIFIED SOIL CLASSIFICATION SYSTEM. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
NMP2 Pt.4P HOOD CONTROL BERM 12177 BORING NO. (;EJ . s PROJECi J.O.NO.
1,282,360.516 547,938.061 GROUND ELEV.11) 267 .8 SHEET 1 OF' 1 n
COORDIHA TES INCLINATION VERTICAL BEARING N/A INSPECTO!t o. ISLER DATE: START HINISH 12/8/82 ,, 12/9/82 CONTRACTOR/DALLER WARREN GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE N/A / DRILL RIG TYPE CME-75 DEPTH TO BEDROCK 20'-6 TOTAL DEPTH DRILLED 23'-o" METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION 2 PERCOLATION TESTS, 1 PIEZOMETER <STANDPIPE TYPE!
COMMENTS N
~~ 5 ~ [ti ~
>=
II.I
..JW ........
UJCl<
8 11. ....
~5~ z~ ~Q
~~ 1-..J om
~ 11. 0.. 0.. al
- a>- ::a::a SAMPLE DESCRIPTION
~ ~ < ..... <:::> ~ !;3 o..c a: ::r ci- Ill lllZ a: In> u>- fl)
-- -- ss , Si" 27 GP fill : 'i;KRuEs:,lu :>1u .... - U!'lltu ... ,. b. t;uM>'A(; 1 10 VE1n Ou*:i.t., u t<T .
2 o.>-r~ >100 265-s 11>-!lll'.-
5 > "" f'll.L : SIL TY SANO - WIDELY :;RACED. 24-J4* GRAVCL TO 0 . 8 .. MAX ..
)
SM COARS£ TO FINE SANO, 18-JJA NONPlASTIC FINES. VERY DENSE ,
- -- ss 5 ~ 82 ORY, GREENISH BROWN TO BROWN ANO GREY. CONTAINING CINOtR .
PEAT. ANO GLASS FRAGM£NTS; PREOOMINANTL Y RE COMPACTED TILL.*
2150 - 6 ~ 63 10-
. s 7 {J--~ 60
'v\'R\ OARK.,~R;~r.1~ ~t'Acl< .P'EA1,"
- s L..:
l>-3HI 8 ~I :11 I l l 1.JllUHlt.U I vr':>UIL:T't>K~r:F'~. t"oi~i.
1
- s >Jil LACUSTRINE CLA'r ANO SILT .
9 3 CL/
255- SANDY CL.t,Y , WODERATEL'r PLASTIC , 4 - !>* GRAVEL TOD . ~ ** MAlt .
- s o+-21 ML **-:IZ* COARSE TO flNE SANO, VERY son TO son . '.>II I UR II TEO.
10 32 BROWN, GRAD ING OO'llNWARO INTO Sil T, S:..ICHTLY PLASTIC, 0 - 5*
!Ill 15 I GRAVEL , 10 - 20* COARSE TO f'JNE So\NO , HARO, SATURAfED, BROWN. I s 11 ~ 67 SM TILL: SIL TY SAND - WIDELY GRl\DED. 20-30* GRAVEL, COi\RSE TO FINE s
12 Zl-~711 !OB SAND,25-35* NONPLASTIC FINES.DENS£ TO VERY DENSE.SA TUR A TEO*
2!!0- TO DAMP, BROWN ANO GREY TO GREY .
s 1J '°"~ J9 20- --
Nll ORE 1 llD+tl' - SS BEDROCK : SANDSTONE UGHT GREENISH GR!:Y , MODERA TELY JOINTED .
THICK BEDDED. FRESH, HARO. FINE GRAINED -
2'45-25-aoTTOW OF HOLE: 23'-0" 240-30
- 1. DATUM IS MEAN SEA LEVEL
- 2. ~ GROUND WA TE:R LEVEL FIGURE 2.5-165
- 3. BLOWS R£QUIRED TO DRIVE tll 2" 0.0. SAWPL£ SPOON 6" OR w
.... DISTANCE SHOWN USING 0 140 LB. HAMMER r ALLING 30". BORING LOG NO. 88-8 z *INDICATES USE or 300 LB.
'z 0
HAMMER. I l INCHES Or 5AMPLE RECO\IERr .
4 t1i ROCK COR£ RF.COVCRY /
!J.J C!)
ROCi< QUALITY DESIGhA ilON. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
!J. STD. ?ENE TR A TlON l.IJ
...J RESISTANCE BLOWS/FT .
- 6. UNIFIED SOIL CLASSIFICATION SYSTEM. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
BOAi<<; NO * .m=.L PROJECT NMP2 P~P FLOOD CONTROL BER~ J.O.NO. 12177 n
COORDINATES 112821109.965 54 7 1943.0.:SO GllOIN> ELEV.CO 270.8 SHEET 1 Of INCLINATION VERTICAL l[ARING N.IA INSfl!CTOR D. ISLER DATE: START/FINISH 12/10/82 / 12/13/82 CONTRACTORIDR~LER WARREN' GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE N.IA / DRILL ltlG TYP'E CME-75 DEPTH TO IEDROCK 24'-9" TOTAL DEPTH DRILLED 21'-o" METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL Sf'ECIAL TESTING OR W!ISTRUMENT ATION 1 PERCOLATION TEST COMMENTS
- ~ !! !2
~~ "" "'ae
..Jlol ..JI.I o..m i~~
a.-'
- z~ :>a a=
< i;:
t~ CL Q.
- a,.. :a 2 SAUPLE DESCRIPTION fil ~ l!f_ <I- <::>
Ill lllZ Ill ~
li:~ ae:I Ill> u~
t ILL : '"'"u"""U ::. h1n .. - r-1111"~ T "'""u .. u, IU IUllllMU .. , VEfl'l Ot:NliE,
- t 270-
- s 49- rll-73 MOIST, GREY .
1 118"1 1*9 GP
- s -.
) - s la-42-811 111 TILL: SILTY SAND - WIDELY GRADED. 23-24* GRAVEL TO 0 . 7" MAX .,
265- 2 SM 1115"1 COARSE TO flNE SAND, 3J-J5* NONPLASTIC FINES, VERY DENSE.
DAY TO WOIST, YELLOWISH BROWN ANO GAAllSH BROWN TO 111.5 fT ,
- GllCY BELOW 11. !! f'T
- s .... 1811
- 3 !00 l~':j
- I>
. s ... -1i0"'1'~ --
4 >100 2IO-s 5 .l..>-.Y-~44 84
-- s l5
. s 13-1fj47 83
~- II
-- 7 .,;;,,.-,-* :>lOC s l'*-ie'f.)""' ML/ TILL; SANDY SILT - NONPLASTIC, 10-1&* GllAVEl, 25--40* COARSE TO
-- -- s I! 129 CM
~- FINE SAND. VERY DENSE, MOIST, GRE.l£ GRADING DOWNWARO INTO SIL TY GRAVEL CONTAINING SANDS TO COIBLES A.ND BOULDERS.
9 27-~5 :>100 2*
BEDAOCI<: SANDSTONE" - LIGHT GREEHISH CREY, WIDELY JOINTED. TH ICI<
2U-
.
- Nll I REC*l'-a SS llCODED, FRESH, HAllD, FINE GRAINED.
BOTTOM OF HOLE: 27'-0
- ~o
- I . DATUM IS MEAN SEA LE\IEL 2* .f. GltOUHO WATER LEVEL FIGURE 2.5-166 3 . SLOWS REQUIRED TO DRIVE
(/)
2" 0 .0 . SAMPLE SPOON 6" OR w
I- DISTANCE SHOWN USING 0 140 L9. HAMMEA FALLING 30". BORING LOG NO. BB-9 z
- INDICATES USE or JOO LB.
HAMlolElt. I I INCHES or 0 SAMPLE RECOVERY .
z 4 , "ROCI< CORE RECOVERY /
l.iJ
(..'.)
ROCK QUAL ITY DESIGN-' TION . NIAGARA MOHAWK POWER CORPORATION w
...J
- 5. STO. PENETRATION RESISTANCE BLOWS/FT .
II. UNlrtED SOIL CLASSIF'ICATION NINE MILE POINT-UNIT 2 SYST(U. FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
BORING NO. BB-10 fJltOJECl NMP2 PMP FLOOD CONTROL BERM J.O.NO. 12177 n
COOAOINATES 112811859.349 547,938.684 GROUND ELEV.Cl) 273.1 SHEET 1 OF 1 INCLINATION VERTICAL BEARING N/A INSPECTOR D. ISLER DATE: START/FINISH 12113/82 / 12/14/82 CONTRACTOR/DRILLER WARREN GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE N/A / DRILL RIG TYPE CME-75 TO 1 11 OEPTH BEDROCK 19 -6 TOT AL DEPTH DRILLED 22'-J" M£THODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPt:CIAL TESTING OR INSTRUMENTATION 1 PIE ZOMETER !ST ANOPIPE TYPE)
COllMENTS N
- ~ § ~
~! II.I
...Ill.I .......
II.Ill:
- 8 11.-'
~!~ z~ ::IC
~~ ~~ "' <::>
ILG. a.m cm SAMPLE DESCRIPTION
- a)- :a :a t~ a::2
<~
id ~ in> u>-
lllZ
-- -- flLL : CRUSHED S TONE - RAILROAD SUBB.t.SE *
-.. - s i.-e-1z t ILL: ::OIL IT ::OAl'IU - """'LT urtAUt.U, ,.,-.>u& utfAVt.L. l.OUAl<::Ot. I u t l!'tC.
I-1 20 SM
%10 -
I 110*1 SAND, 25-35* NONPLASTIC flNES, COMPACT , SAT URA TED, OLIVE BROWN MOTTLED WITH BL.t.CK PEAT FRAGME"ITS; PREDOMINANTL y RECOWPACTED TILL . -
5
..-;u..,**-- 155 -
s
(
2 ~ SM TILL : SIL TY S.t.ND - WIOEL Y GRADED. 20-lO* GRAVEL, COARSE '! O FINE I SAND , 25 - 35* NONPLASTIC FINES, VERY DENSE , MOIST . YE:LLOWISH BROWN TO BROWN AND GREY.
5 J >mn
- ze-
~
II)
~ 4 ruu/5"14 l >10D --
- -- s 5 Ml/
TILL : SANDY SILT - NONPLAST IC TO SLIGHTLY PL AST IC. 11-12" GRAVE L 139-100/6 >100 SM JIG- TO 1. 0 " MAX ., 23-28* COARSE TO FINE S.t.NO. VERY DENSE, DAMP TO MOIST, GREY, GRADING INTO SILTY SAND BELOW 15.!:I FT .
.-. ~ ICl
~-
'li 7 1)0/!l.!I. **"~
. :zo-
- COllE BEDROCK : SANDSTONE - LICHT GREENISH GREY , CLDSEL Y JOINlED, THICK -
1 JIEC*r-11" SS BEDDED WITH INTERCAL ATED SILTSTONE . f'RESH. HARO, FINE GRAINED.
2!0-BOTTOM OF HOLE: 22 -3" 2S-245-
. .30. --
- 1. DATUM IS MEAN SEA LEVEL
- 2. . . GltOUNO WATER LEVEL FIGURE 2.5-167
- 3. 8LOWS REQUIRED TO DRIVE en 2" O.D . SAMPLE SPOON 8" OR w
..... DISTANCE SHOWN USING 0 140 LS. HAMMER FALLING 30". BORING LOG NO. 88-10 z
- INOICA TES USE OF' 300 LS .
HAMMER. I I INCHES OF 0 SAMPLE RECOVERY .
!, _) z 4. "ROCK CORE RE COVERT/
w ROCK QUALITY DESIGNATION. NIAGARA MOHAWK POWER CORPORATION
(!)
NINE MILE POINT-UNIT 2 5 . STD . PENETRATION w RESISTANCE BLOWS/FT .
....I
- 8. UNIFIED SOIL CLASSIF'ICA TION STSTEW. FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
NMP2 PMP FLOOD CONTROL BERM 12177 BORING NO. 88 - 11
"'04ECI J.O.NO.
SHEET n
CQOM>li4ATES 1,281,4 72.005 547,788.391 GROUND ELEV.CU 275.9 1 OF I INCLINATION VERTICAL BEARING N/A INSPECTOR 0. ISLER DATE: START l'f°INISH 12/15/82 I' 12/15/82 CONTRACTOR/DRILLER WARRE'N GEORGE/FARRELL STAT~ GROUNDWATER DEPTHl'OAlE N/A I' DRILL RIG TYPE CME-75 DEPTH TO BEDROCK 18'-10" TOTAL DEPTH DR~L£D 21'-6" WU HOOS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SP'ECIAL TESTING Oii INSTltUllll(NTATION 1 PERGOLA TION TEST COWENTS
"' ;;j
- 8
~ :!! ~
~~~ ""
..JIJ
""a:
..JI.I
- a. ..J
~2i~
z~ ::>Q
~~ om SAMPLE DESCRIPTION
<( Q. Q. G. Cll 2> :ll.2 1-..J D.< a: :II
> ~ < ... <=> ill ~
ci - Ill lllZ 111> u>- Ill
-- --- s ,
fill ; :ill TT liAl'IU - **Ut.L T 1.iflADED. ZO-.JO& lil'AVEL, C:OAR:iE TO flNE
- V6- SAND. 2!'1-35*, HONPLASTIC FINES, COMPACT TO VERY DENSE, DAMP . -
SM OLIVE BROWN; RECOMPAC TED TILL.
9-12-1901 >10n
- 5"111"1 GP rill ; CIWSHED STONE - UNIFORM, TO r MAlC .,VERY DENSE,OAMP,GRE't . -
- 5
. ,.. vv*/5.!I" )J*u **-
) rill : SANDY Sill - NONPLAS:TIC, 16-17* GR ... Vt:L TO 1.1" MAXIMUW ,
~
SM 270- 15*1 40-41* COARSE TO FINE SAND, VERY DENSE, MOIST . YELLOWISH BROWN; RECOMPACTEO TILL .
- ..J 111-100.12 >IOU
- )
.- - 1.J1'.lr II
. "" 4 ... *
~-
- -. s 60-100/ LACUSTRINE SILT :
~
Ml SILT - NONPL;t.STIC TO SllGHTL Y PLASTIC , 0 - 8" GRAVEL TO 0 .8" s:.c."111°,
1!I 6 ! ,_8'rrt";) *100 l.IAlC., 10-21* COARSE 10 FINE SANO , L;i.MINATED Al 12 . 75 fT, VERY DENSE, GREY . --
2'111 -
-s 7 11-4z-....,, *100 13.s~
ML TU: SANDY Sill - NONPLASTIC, 10-'I!!* GRAVEL. 25-40* COARSE TO flHE SAHO, VERY DENSE, O;t.WP TO t.IOIST. GflEY. -
- 20- NlC
- - BEDROCK : SANDSTONE - LIGHT GREENISH GREY, CLOSELY JOINTED, THICt<-
1 ~c-:1'-o' SS BEDDED, FRESH, HARD, FINE GRAINED 2!!-
l!IO'TTOM OF HOLE: 21 - 6" 2!1-2~-
- -- 30 I. DATUM IS l.IEAN SEA LEVEL
- 2. ~ GROUND WATER LEVEL FIGURE 2.5-168
- 3. BLOWS REQUIRED TO DRIVE Vl 2" O.D . SAMPLr SPOON 6 " OR LU DISTANCE SHOWN USING 0 140 LB. HAMMER f ALLING 30". BORING LOG NO. BB-11 z
- INDtCA TES USE OF 300 LB
'z Cl HAMMER I J INr.HES Of SAMPLE RECOVERY.
4 . "ROCK CORE RECOVER~/
LU ROCK QUALITY IJESIGNA TION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
(.!)
S. STD. PENETRATION UJ
...J RESIS'T ANCE BLOWS/rT
- II. UNIFIED SOIL CLASSIFICATION SYSl EM.
FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
PROJECT NMP2 PMP FLOOD CONTROL 8E RM __ ___ J.O.NO. 1217 7 __
BoRtNG NO. BB- 12 n
COORDINATES 1,281.403. 748 54"1.642.132 GROUND ELEV.111 272 .2 _ SHEET 1 OF 1 INCLINATION VERTICAL BEARING N/A ___ INSPECTOR D. ISLER _
DATE: ST ART /f'INISH 12/14/82 / 12/14/62 CONTRACTOR/DRILLER ..:!!J'RREN GF.:ORC1~~RRELI STATIC GROUNDWATER DEPTH/DATE~~ - / DRILL RIG TYPF CME-75 ----
DEPTH TO BEOROCI< 9'- 6 -
- TOTAL DEPTH DRILLE0 _12'-0" _ __ _ __
METHODS:
DRILLING SOIL ROLLER BIT
-~~~~----- --- - -------*------- - --*---
SAMPLING SOIL SPLIT SPOON
~~~-~~~-------~-------- - ---------
DRILLING ROCK _N~X--.C~O_R=E~B~A_R_R~E~L, _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _ _ _ _ _ __
SJl'CCIAL TESTING OR INSTRUMENTATION --'-N= *o....
N = E - - - - - - - - -- --------
COMMENTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - -- - -* - - _____ _ _ _ _ __
SAMPLE DESCRIPTION I.ii" fll L . l;tlU::>nt.u :.TONt .
-- - s 270 - +-+--tr----t---1t---t--- - - - - - - - - -- - - - - --- *- * - - - - - *- - -
FILL: SILTY SANO - WIDELY GRADED , 20-JO* GRAVl::L, CO ARSE TO FI NE -
SANO. 25-J5a NONPLAST IC f"INES. VERY DENSE, MOIS 1, OLIVE BROWN; RECOMPACTED Till
- ~-----*~
FIL L: SANDY SILT - NONPLASTIC, 10- 15* GRAVH. 25-40* COARSE 5
TO f"INE SANO, COMPACT, MO! Sl , BROWN AND GREY ; RECOMPAC lEO -
TILL . -
s 2 265-
- -- s 3 11-14-t!>
12"1 29 -
-- - GW TILL :. SIL TY GRAVEL .
BEDROCIC : SANDSTONE - LIGHT GREENISH GREY , CLOS[L'I' JOINTED, THICK_
10 9E00£0, rRESH, HARO. FINE GRAINED .
llEC*l'-11
. i:~~f
- 1 SS 260 -
- -- BOTT OM OF HOLE 12 ' -0 "
- 1!I -
- t. DATUt.I IS MEAN SEA LEVEL
- 2. .:f. GROUND WATER LEVEL FIGURE 2.5-169 J. SLOWS REQUIRED TO DRIVE VJ 2 " 0 .0 . SAMPLE SPOON 6 " OR
~ DIST MICE SHOWN USING O 140 LB. HAMMER r ALLING JO" BORING LOG NO. BB-12 Z *INDICATES US£ Of' JOO LB
'- HAMMER. I I INCHES OF 0 SAlllPLE RECOllE!n I, _) Z 4. "llOCI< CORE RE COVE PY /
W AOC~ CIUALITY DESIGN4TION. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
!..:> !> . STD . PENETRATION j RESISTANCE BLOWS/rT .
6 . UNIFIED SOIL ClASSlflCATION SYSTEM .
FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
BORING NO.
BERM NMP 2 PMP FLOOD CONTROL _ ___ J.O.NO. 12177 e.!!~.
PROJECT COORDINATES 1,261, 4 71.028 54 7,408.622 ~ ELEV.111 275.4 SHEET_1 Of' 1 INCLIHAT ION VERTICAL B[A,.ING N/A INSPECTOR D ISLER DATE: START/rlNISH 12/16/82 / 12/16/82 CONTRACTOR/DRLLER - WARREN GEORGE/FARRELL STATIC GROUNDWATEll DEPTH/DATE_ Nl'A / _ _ _ DRILL RIG TYPE Cl.AE.
- 75 DEPTH TO BEDROCK 20' -6 TOTAL DEPTH DR~LED 2.3' -0
MET HOOS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL ...
SPECIAL TESTING OR INSTRUMENTATION 1 PERCOLATION TEST, 1 PIEZOMETER IS T ANO PIPE TYPEl .
COMMENTS *-- -
......J .... 5 :! i!l !:e
~ ~ .......
- i:: -
wa:
..11.J VI 8 zW 0. ....
- > =>o I-
- 0. ~
- 0. 0.
2 >- :::12
- 0. ID 31 0
t5 ~u t--..J
- 0. <
om a: ::t SAMPLE DESCRIPTION
..,~~ l!j ~ < .... <::>
111 111Z ll! ~ Ill> C>>-
111 275 -
- . r1u . Sil TY SAND - WIOEL y GRADfD . 20 JO* GR411El . CUAfi'Sr T 0 FINE" SAND, 2!J-J51' NONPLASTIC f1NE5 . LO OSE , DAlloCP , 'YELLOWISH BRO iolll;'"
SI.I RECOMPAC TEO TILL .
7- !)-J s I 8 11!"1
-- s 5
270 -
6-J7-J2 69 GP f!LL : CRUSHED STONE - POORLY GRADED. TO 4 . MAX . 5ANOSTONE
-- - s 2
1""\ FRAGMENTS, COMPACT TO V(R'I' DENSE, DAMP, GREY.
RECOMPA~TEO SHOT ROCK l0-11-15 J 19 l.&"1
-- -- s 1:1 I0-2J-22 266- 4 14"1 45
- - s 5 19-17-lJ JO I.IL rill : SANDY Sil l - NONPLAST IC, 10 -15* GRAllEL. 25-4os COARSE TO l.&"I Flf!E lit.till !:C!ile~l:I lilBQWt! DBt BE~C!ile~!:HD flLL -
ULACUSTfflNE Sil T AND CLAY
- L__
-- -- s 260-15 &-D:-9 ML/ S.IU, SLIGHTLY PLASTIC , 0-!la CRAVEl.10-20" COARSE TO FINE -
6 12"1 17 SANO, MOSTLY MEDIUM ANO flNE, VERY STIFF. SATURATED, BROWNISH-SC:
GREY, GRADING INTO CLAYEY SANO, SLIGHTLY PLASTIC, 211 GRAVEL
-- - s -
TO 0 .2" MAll., COARSE TO FINE SANO, 32* SLIGHTLY PLASTIC FINES,'"
2-1-n 18 VERY STIFF. SATURATED. BROWNISH GRE"f 7 16"1 fill : SILlT SANO - Wl!Jfl Y ~~* 2J* GlfAVEL TO UJ MAll .. CQAr<:>t. I U t INl
~ ~s ! 100/!i.5" 100 SI.I 5A~~tJ4* NOHPLASTIC FN:S, VERY DENSE, MOIST. GREY 4NO BftOWN, ROCI<
F'RA NT<; AT ROTTOM -
255 -
BEDROCK : SANOSl ONE - LI GHT GREENISH GREl , CLOSEL l JOINT( 0, 'THICK -
--
- NX
' M:C*2'-0" - SS BEDDED, FRESH, HARD, FINE GRAINED .
BOTTOM or HOL(* 23 -0" 25- -
2!!0 -
-- - JO
- 1. DATUM IS MEAN SEA LEVEL GROUND WATER LEVEL FIGURE 2.5-170 2l.. "" BLOWS REQUIRED TO DRIVE Vl 2" O.D. SAWPLE SPOON Ii" OR i..J I- DISTANCE SHOWN USING 0 140 LB . HAl.OIER FALLING 30". BORING LOG NO. 88-13 z
- INDICATES USE or JOO LB .
'z HAi.IME~ . I I INCHES Of 0 SAMPL~ RECOVERY.
4 . W.ROCK CORE RECOVERY/
w ROCK QUALITY DESIGNATION. NIAGARA MOHAWK POWER CORPORATION
(.!)
NINE MILE POINT-UNIT 2
- 5. STD. PENET~ATION UJ RESISTANCE BLOWS/F'T .
_J
- 8. UNIFIED SOIL CLASSIFICATION SYST(lol . FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1984
NMP2 PMP FLOOD CONTROL BERM 12177 BORING NO. 88-1<4 PROJECT J.O.NO.
n COORDINATES 11281,34-6.408 54 7 ,040. 796 GA0tNJ ELEV.C11 263 . 9 SK:ET _1_ Of_t_
INCLINATION VERTICAL BEARING N/A INSPECTOR D. lSLER DATE: START/rlNISH 12/15/82 / 12/15/82 CONTRACTDR/DR~LER WARREN GEORGE/F ARRH~
STATIC GROUNDWATER DEPTH/DATE NIA .I DRILL RIG TYPE CME-75 DEPTH TO BEDROCIC s'-a TOT AL DEPTH DRILLED 9'-0" METHODS:
DRILL ING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCIC NX CORE BARREL SPECIAL TESTING OR INSTllUMENT,t.TION NONE COWM.'.NTS N
s~ ... ....... f? ~8
..11..1 l&Jlr
§ ~
ll. _,
z~ :::iO a..a.. a..m 0~~II:
<( ...
~~-ffi :::I)- .... om
..,:a SAMPLE DESCRIPTION m~
2:::1 1-..J
> ~
ci lb Q. <(
-Cl-Ill
<( :::J lllZ V.> ci> 111
- hflLL: !:llUs~i~. srnNE - UNIFORM. 10 2 .0 MAX. !:OMPACT, ORY , GRE'Y . :-::
A .. ,...... .l"T <;Hnl Rnl"k
- s ~-IJ- ,4 27 ..J 1 16") SM FILL: SILTY SANO - WIDELY GRADE:O, 20-30* GRAVEL. COARSE TO FllllE SANO. 25-35* NONPlASTIC FINES. COMPACT, llOIST, OUVE BROWN
- TO DARK GREY, CONTAINING ROOTS AND PEAT AND CINDER
-- FRAGMENTS; PREDOMINANTL ~ RECOWPAC1EO TILL
) - -- 5 2 6-15-9 19l 23 2'0-
- Till : SIL TY SANO - WIOEL Y CRAOED, 20-30* GRAVEL. COARSE TO FINE.
--- -- s 5 SANO, 2!1-3!1* NONPLASTIC FINES, VERY DENSE , OAWP, GRAYISH iJl-4!1.:-tO 10!1 BROWN.
3 112'1 SM -
BEDROCIC: SANDSTOHE - LIGHT GREENISH GRE't , t:LOSEL Y JOINTED . HUC!<
- 101
- BEDDED, FRESH, HARD, FINE GRAINED.
1 A£c-1'-6" SS
- COllE
- zs& -
- BOTTOM OF HOLE ! 9'-0" 1)-
2!IO -
15
- 1. OA l Ull IS MEAN SEA LEVEL
- 2. ..V. GROUND WATER LEVEL FIGURE 2.5-171 3 . SLOWS REQUIRED TO DRIVE
(/)
2" 0 .0. SAMPLE SPOON II " OR w DISTANCE SHOWN USING I-0 140 LB. HAMMER FALLING 30". BORING LOG NO. BB-14 z
- INDICATES USE OF JOO L 8 .
HAloilMER . I I INCHE!O or
( __)
CJ z
S,lll'PLE R£COVERY .
4 . "ROCIC CORE RECOVERY/
w ROCk QUALITY OEStGNA T*ON . NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 CJ 5. STD . PENETRATION w RESISTANCE BLOWS/FT .
...I 6 . UNIFIED SOIL CLASSIFICATION SYSTEM .
FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
BORING NO. 88-15 P"OJECT NMP2 PMP FLOOD CONTROL BERM ___ J.O.NO. 1217 !.. -
COORDINATES 11 2B1,29B.86J 546,J75.521 GROUND ELEV.IU 275 .0 SHEET 1 OF n *---- - -
INCLINATION VERTICAL IEAltlNG _JjLA_____ INSl'ECTOR D. ISL ER DATE: ST ART l'rlNISH 12/16/82 / 12/17/82 CONTRACTOR/DR~LER
-WARREN GEORGE/FARRELL STATIC GltOUNDWATElt DEPTH/DATE_!!tA__ / DRILL RIG TYPE _CME - 75 D£PTH TO IEDROCK 12'-9" TOTAL DEPTH DA~LED 17'-0
lff:THODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR IHSlltUMENTATION NONE COMMENTS ** - ~*** ---
'N ;;; ~ @
~ ~ .....
..IW ..IW
.... II:
- 8 11.~
- io
~3~
- z~
~~
I'=
< ... - 11. Q. CLm 2 >- :a :I ...~ o= SAMPLE DESCRIPTION
~~ <I- <::I Ill ex ~ 11.< 0<:::11 In> u>
ci "' lltZ VI s g ML.I' fill : SANUY ::.1LT, NONPLASTIC , 10-Hi* GRAVE L. 25-40& COAK:::.E TO 1-4"1 FINE SANO. LOOSE. MOIST . SROWN, GRADING INT 0 SIL TY SA.NO .
SM RECOMPAC TEO TILL .
- s 2 11-Wl<l/tl"' >10C -
- fill : CRUSHED STONE - POORLY GRADED SHOT ROC:I< TO !I" lllAXIMUM ,
GC
)
DENSE T 0 VERY DENSE, WOIS T, BROWN TO GRf.V 270 - 5 e-Jo-19
( s J 11'1"1 -49
.. 10
. s .. .a-MJ:-41 1015 111*1 ML Till: SAHOY SILT - NONPLASTIC, 10 15* GIUVEL, 25-45* COARSE TO FINE SANO, VERY DENSE. MOIST, BROWN ANO GRE'I --
~
I BEDROCIC : SANDSTONE - LIGHT GREENISH GREY . CLOSH Y JOINTED, THIN BEDDED, MODERATELY WEATHERED TO FRESH, H"RD, f"INE 2IO-
. 16 GRAINED, CLA T FILLING TO 2" INS IDE OILA TED BEDDING PLANES.
- NX llEC*1'-!I" SS BOTTOM OF HOLE
- 17'-0" 20- --
25!1 -
- - 25- -
250 -
- JO* -
245
- 1. OATUW IS WEAN SEA LEVEL
- 2. GROUND WATER LEVEL FIGURE 2.5-172 J. BLOWS REQUIRED TO DRIVE Ul 2" 0 . 0 . SAMPLE SPOON I " OR w
I- OIST ANCE SHOWN USING 0 1-40 LB . HAMMER FALLING JO '". BORING LOG NO. BB-15 z
- INDICATES USE or JOO LB HAMMER I l INCHES OF 0 SAMPLE R!:CDVERY z 4 . "ROCK CORE RECOVERY "
w Cl ROCIC DUALITY DESIGNA 1 ION. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
!I. STD . PENHRAT ION w RESISTANCE BLOWS/Fl *
...J ti . UNIFIED SOIL ClASSIFICA TION SYSTEM . FINAL SAFETY ANAL.:YSIS REPORT AMENDMENT 14 OCTOBER 1984
PROJECT Nt..4P2 PMF FLOOD CONTRO_~. 8ERM___ - - - - J.O.NO. Q1i'!_
BORING NO. fill:.1§.
COORDtNATES 1,261,278.686 546,J76.920 GROUND ELEV.CU _.1.§.92,_ __ _ SHEET _1 OF_1_
n INCLINATION DATE: START/rlNISH STATIC GROUNDWATER DEPTH/DATE VERTICAL ICARIMG 12/17/82/ 12/17/82 CONTRACTOR/DRILLER
.~-- --INSPECTOR N**A / ____ ,DRILL RIC TYPE
_O JSLf_R_ _ _ _ _ _ _
_wARf3~'i_GfORGE..::f_ ARREi. :
- ~IAE *-..??. ___
- _ _
DEPTH TO BEDROCK -"""6'.-_..-10'-"------ TOTAL DEPTH DRILLED __£-J ~ *--- - -- - - - -
WETHOOS:
DRILLING SOIL -"-R.O..CO'-"L=L=E-'-R-'B=--'1-'-T_ _ __ _ . __ - - - - - - - - - - _ _ _
SAMPLING SOIL --"S'"'""P-"L'-'IT-=SP'-0"-0""N_,____ * - _- - - - - - - _. ____ . _ _
DRILLING ROCK NX CORE 8ARREL_*--*- - - - - - - - - * - - - - - - - - - - - -
SPCCIAL TESTING OR IHSTRUl.4£NTATlOH _N_O_N_E---------- -- - - --*- - -
COMMCNTS - * - - - - - - - - - - - - - - --- - - - - - - - - _ _ _ _ _ _ ... __ _
SAMPLE DESCRIPTION
-- s 1 9-.lO- Jl 1*4J 111 UM f i l l : SILTY IORAVLL - WIOHY GRADfD. ro I MAX * .ll-.:12* COARS( j ~
FINE SANO, 17-18* NONPLASTIC FINES, DENSE 10 VER'Y DENSE DfJV TO MOIST, DARK BROWN: RECOWPACTED Tll t
) . -.
( s 1211-22-2c 42 2 18">
215-
..a.---------
. 5 s 3
....,-_..,, l 14'1 >10 ..
SM TILL: SILTY SANO - WIDELY GRADED, 20-30* GR1\VEL , COARSE TO FIN~
. 1 REC*11" - SAND. 2!i-J5* 1 NOHPLASTIC FINES. COBBLES 4NCl t:IOULDERS fR0"4
- COllE !i'-7" TO 6'-6 ' , VERY DENSE. DAMP. BffOWN 1--1---~--------~-----------~--~ -
- Nll 2 REC*(-5" - SS BEDROCK: SANDSTONE - LIGHT GREENISH GflrY. <:LO~h Y JOINTED, THI\~ -
BEDDED. FRESH, HARO, FIN£ GRAINED.
.~DllE BOTTOM OF HOLE . a'-3
2'0-
- '0-2~-
'6
- 1. DATUM IS MEAN SE,t. LEVEL 2 . ... GffOUND WATER LEVEL FIGURE 2.5-173 J. BLOWS R£0UIR£1> l 0 DfflVE IJ') 2 " 0 .0 . SAMPLE SPOON 6 " OR
~ DISTANCE SHOWN USING O 140 LB . HAMMER FALLING JO ". BORING LOG NO. BB-16 z *INDICATES USE or :500 LB
....... HA!itWCR f ' INCHES or O S,t.MP ~ E R(COVER':'
Z 4. 7'ROCI< CORE RECOv EF'u W ROC: K OUALIT Y 0 Slf* l'<li'o T!CJ N NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
(' !> . STD . PEN£ IRATIO!oi
~ RESIS1ANCE BLOWS/FT 6 . UNIFIED SOIL CLASSIFICATION SYSTEM . FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
PROJECT NMP2 PMP FLOOD CONTROL BERM _ J.O.NO. J1..!1..Z__ 80AING NO. !ill=.!L.
n COOM>IHATES t,281,334.795 546.031.245 _GROUND ELEV . I~) 2 7 3.2 __ SHEET 1 Of' I INCLINATION VERTICAL 8EAftlNG N/A _INSPECTOR _::D:..........:.1-"'-SL
.,._,E:...:R.,:..,,._ _ _ _ _ _ _ _
DATE: ST ART .lf'INISH 12/20.182 .I 12/20/82 CONTRACTOR/DRILLER WARREN GEORGEIF ARRE LL STATIC GROUNDWATER DEPTH/DATE N/A / DRILL RIG TYPE CME -_l__ _ _ _ _
DEPTH TO BEDROCK B'-6" TOT AL DEPTH DRILLED 10'-6 ___ __ --- - -
METHODS:
DRILLING SOIL ........:.R~O:.::L:L::cER"'....!:B:!..IT:_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _______ - --
SAMPLING SOIL __:S:.:.P..:::L.:..:IT-=t..S:...:PO~O~N~--------------------------
DRILLING ROCK _N"'"X;_:;C-=O.;,,;R.=.E__,B;;..;A,.;.;R~R""E;..:::l=-------------- - ----*- - - - -
SPECIAL TESTING OR INSTRUMENTATION _N_.O_N..... E _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ __
COMMENTS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _~-------*---------
..., wa:
... -. . a..a..
- c ....u..... ...J La.I a..m SAMPLE DESCR IPTION Q. ~
~ - :a>- :I :a Cl-11>
C::I UIZ
- ML FILL . SA.NOY SILT - NONPLAST IC. 10 - 1~* GRAVE L. 2!>- 40* (f OAR SE TO FINE SANO. SANDSTONE BOULDERS ANO COBBLES f'ROt.t J '- 0 " TO
- - 5'-0" "NO 5'-4" TO 5'-8", VERY D£HSE, ORY TO DAMP , BROWNISH -
- GREY ; RECOWPACTEO TILL .
- s , 10-100/f' >100 --
( ) --
270 -
- coac
'f)C , MC*l'- 11" - -
- s -
TILL : 5,0.NOY SIL T - NOHPL,O.STIC. 10- 1ss GRAV£l, 25 - 4QS COl'RSE TO FINE SANO, VERY Di:NSE, WOIST , BROWN ISH GRE '< -.
- s
. - BEOROCJ< : SANDS TONE - LIGHT GREENISH CRAY, CLOSELY JOINTl:O. THICK BEDDED, FRESH, HARO, MEDIUM TO FINE GAlolNEO -
- ~~! 2 PEC*2'-o' - SS 1)- -
- . BOTTOM Of HOLE : 10' -fl" 290 -
I. Dlo TUM IS MEAN SEA LEVEL 2 . ~ GROUNO WATER LEVEL FIGURE 2.5-174 J . BLOWS llEOUtltEO TO DRIVE
~ ~;*S~A~C~,.=~;Ns~~~~ 6 " OR O 140 LB HANMER FALLING 30 " BORING LOG NO. BB-17 z
- rNOICATES USE or JOO LB
'- HAMMER 1 I INCHES OF Cl SAMPLE R(CO\IE RT .
l, _) Z W
4 "ROCK CO RE: RECOVERY /
ROCIC OU,O. Li l'I' OE SIGtlA TION . NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
(.!) 5. STD . PEMETRA TION
'.j RESISTANCE BLOWS / f'T .
- 15. UNIF IED SOIL CLASSIFICATION SYSTEM . FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
BORING NO. 88- J..!L P .. OJECT NMP2 PMP fLOOD CON1ROL BERM J.O.NO. 1217 7 1,281,528.308 545,570.190 St£ET _, Of'_1_
n COORDINATES GROUND ELEV .111 268 .8 INCLINATION VERTICAL IE ARING N/A INSPECTOR D. ISL~~--- --
DATE: START/FINISH 12/20/82.t 12/20/82 CONTRACTOR/DRILLER WARREN GEORGE/~ARREL L STATIC GROUNDWATER DEPTH/DATE N/A / DRILL RIC TYPC CMf - 7!:..
DEPTH TO BCDROC~ s'-3" TOTAL DEPTH DRILLED _7'_-..Q.._ _
llt[TKODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON
- --~ -
DRILLING ROCtc NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE COIAENTS --- - - --
~ ~
""'a: 5 8
....... ~
e~ w
....11.J o..m "'
- 11. _,
z~ :::iO
§~ om 0..
I- Q.
- ll >- :s::a ~~~ SAMPLE DESCRIPTION
> I!!
d I: <t- <:::> ~ a:~ Ii:~ a: :t 11>> u>-
"' ll>Z OL TOPSOIL
- - GW fill : SIL TY GRAVEL ; RECOMPACTtO Till.
...I -
- -- s TILL : SIL TY SAND - WIDELY GRAOEO, 20- JO* GRAVEL, COARSE TO FIN(
1
!-14-~
"4 SM SAND , 2!1-35* NONPLAS TIC FINES. VERY DENSE, l.IOIST, BROWN AND
- tll"l GREY, WITH SANDSTONE COBBLE AT 5 '- 0" TO 5 ' -2 "-
- 31&-
- -~~~t
- ~-
- - 1 REC ..1'-!S" - SS llEDFIOCIC: SANDSTONE - LIGHT GREENISH GRAY, CLOSELY JOINH:D, rn1CK -
BEDDED, FRESH, HARO. lllEOIUM TO FINE GRAINED. -
90TTOlll or HOLE: 7'-o
2'0-
- - 1)- --
~-
-- I!. - -
+
- 1. OATUW IS MEAN SEA L EVEL
- 2. GROUNO WATER LEVEL FIGURE 2.5-175
- 3. BLOWS REQUIRED 1 0 DRI VE Ill 2" 0 .0 . SAMPLE SPOON 6 " OR w
I- DISTANCE SHOWN USING BORING LOG NO. 88-18 0 140 LB . HAMMER FALLING 30 " .
z
- INOICA TES USE OF :500 LB .
HAllll.IER I I I NC H~S uF a SAMPLE RCCO\/ Fli*
z 4 . KROCK CORC RECO VE RY .-
w llOCI! OUALll Y UE SIG NA TION. NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 C)
IJJ 5 STD . PENE TRAT ION RESISTANCE BLOWS /F T_
e . UNIF IED SOIL CLASSlf'ICA TION SYSTEM FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
PROJECl NMP2 PMP FLOOD CONTROL BERM J.O.NO. 12177 _ BORING NO. BB-IS COORDINATES 1,281,889.400 5_.5,293.158 _ GROUND ELEV.CU 261.4 SHEET _t_ OF'_1_
INCLINATION VERTICAL BEARING N/A *-*-INSPECTOR O. ISLER __
DATE: START /f'IHISH 12/20/82/ 12/20/82 CONTRACTOR/DRILLER WARREN GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE___!V..A_ / DRILL l"G TYPE CME**75_ _ _ __
DEPTH TO IEOROCI< --'--7-'-...;;o_"_ _ _ _ _ _ TOT AL DEPTH DRILLED __9~'-_6_'_'- - - * - - -
METHODS!
DRILLING SOIL --'-R'""O""L=LE=R..;....::;B~IT_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ________
SAMPLING SOIL ....._.S.._P...::;L..... IT_S;;:.:P....;O~O,_N_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
DRILLING ROCI< NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE SAMPLE DESCRIPTION fill : SIL TY SANO - WIDEL y GRADED. 20-JO* GRAVEL. COARSE ro FINE -
. s 1 ~7-33-25 117'1 58 SM SAND, 25-35* NONPL.ASTIC FINES, VERY DENSE, DRY, OLIVE BROWN AND GREY; RECOMP.ACTEO TILL -
no- -
-- -- s OL HuttlED IOPSDIL: ORGANIC SILTY CLAY - MODERATELY PLASTIC. F1"11 TO STIH MOIST VE~Y OAllK GREY lO BLACK PEATY -
( ) 2 5-12-12 24 CL LACUSTRIN£ CLAY: SILTY CLAY - SLIGHTLY PLAS11C, 2-8* GRAVEL TO -
11$'~
0.6" llAlC., 34-41* COARSE TO FINE SAND, VERY -
STIFr, MOIST, GREY TO YELLOWISH BROWN.
~
-- s J 4-7-19 111'1 211 --
-- --1--1~-+~~--l~-f'~l-;B;E~D;R~O;CK;:~S~A~H~O:.S~T~O~N;E~-:::-;-L~IG~H~T:-;.GR;,E~E~N~IS~H:;-;:;G;RA~l;,-C~L~O~S~E~L~Y-J:O~l:N~TE~D;,-l~rl~ICK 25&- SW Till : ::tll IT ::tANIJ WllJt.L T liM,.,Ut.U, 20-JO* GRAV[L , Cu.An;n. I u .,...~ -
SANO, 25-35* NONPL.ASTIC FINES, VERY DENSE. MOIST, GREY .
BEDDED, F'RESH, HARD, MEDIUM TO FINE GRAINED.
NII
-~ [
1 ~c-2°-1' SS llOTTOM Of' HOLE : !f-6" 10-no-
- -I!\
- 1. DATUM IS ME.-.N SEA LEVEL
- 2. -f. GROUND WATER LEVEL FIGURE 2.5-176 J . SLOWS IUOUIR(O TO DRIVE Ill 2" O.D. SAMPLE SPOON 5" OR w
..... DIST .ANCE SHOWN USING 0 140 LB. HAMMER FALLING 30". BORING LOG NO. BB-19 z $INDICATES USE OF 300 LB.
HAMMER. I ) INCHES or c
z SAMPLE RECOVERY 4 . "ROCll CORE RECOVERY/
w ROCK QUALITY OESICNA TION . NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 C)
- 5. STD. PENETRATION w RESISTANCE BLOWS/FT .
...J
- 8. UNlflEO SOIL CL~SSlflC.AllON SYS TEW. FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1984
NMP2 PMP FLOOD CONTROL BERM .21!1.2_ BORING NO. BB-20 PROJECT - - J.O.NO.
COORDINATES 1,282,153. 7~1 54~,045.297 GROUND ELEV.11> _.1_'b74_ - SHEET_, OF_1_
INCLINATION VERTICAL BEARING - ~- ___ INSPECTOR __JL!§!:..ER_
DATE : START /f"INISH 12120/82/ 12/20/82_ CONTRACTOR/DRILLER WARREN GEORGE/FARRELL STATIC GROUNDWATER DEPTH/DATE t-VA _ / - - - - DRILL RIG TYPE C ME-- 7 ~.
DEPTH TO BEDROCK 5'-6 TOT Al DEPTH DRILLED _2~- f. .
Mt:THODS:
DRILLING SOIL - ROLLER 81T *-*
SAt.fPLING SOIL SPLIT SPOON - *-
DRILLING ROCK NX CORE BARREL SPCCIAL TESTING OR tNSTAUfffNT A TION NONE COIAIENTS . *-
~~
N
........... wa: a ~ § @
... ~ ~;:: Cl. Q.
..Ii.I LCD ~25~ .......
z~
Q. ....
- >o om SAMPLE DESCRIPTION
~~
11.
~ -
~ :JI>- ::S::I
<( ... <( :::>
0 a! ~
(.) a.< II<~
Ill:> u>-
"' inz Ill 7-39-11 s 1 18"') ~ SM FILL . SILTY SAND - WIDELY GRADED. 20 - JO* GRAVE'- !O l.0"' MAltlMUM
- COARSE TO FINE SAND, 2b-3!!1* NONPLASTIC FINES, DENSE. MOIST.
DARK BROWN; RECOMPACTED TILL . .
( ) 2~-
-- -- CL LACUSTRINE CLAY : SILTY CLAY - SLICHTL'I' PLAST IC. b - 10* CRA\'El. Jo-
- 40* COARSE TO FINE SAND. VERY STlfF, lrtOIST, BRO*'+
- ANO GREY; RAHED SANDSTONE CLASTS F"ROM 2 °-?'" TO
- 2'-10" AND 3'-3" TO 4 '- 9" .
- Hll OlfE 1 R£C-t'-e" -
TILL: SANDY SILT - NONPLASTIC. 10-1~* GRAVEL. 2~-40* COARSE TO 1-
"' 7 ~./.&'1* m" Ml flHE SAND vrRy OEN"" DAMP GREY.
BEDROCK: SA~DSTONE - LIGHT CRtENISH GRAY, CLOSELY JOINTED, THICI< _
BEDDED. rRESH. HARD, F"INE GRAINED Nlt 2 FiEC*1'-11" SS
"~OlfE 250-BOTTOM OF' HOLE : 7'-6"
.- '0-24!1 -
"!!\
- 1. DATUM IS MEAN SEA LEI/EL 2 . -i- GROUND WATER LEVEL FIGURE 2.5-177
- 3. BLOWS REQUIRf:D TO ORlvl U1 2" 0 .0 . SAMPLE SPOON 6 '" OR w
I- DISTANCE SHOWN U51NG 0 140 LB . HAMMER FALLING JO'". BORING LOG NO. BB-20 z
- INDICATES USE Of 300 LS.
t._j 'z 0
HAlrtMEA I l INt: HE!> O~
S.\!.ePLE CfE:CO\r[R Y w
- KROC K r.oRE RECOllE~Y .;
ROC~ OU il i.ITY DESIGNATION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
(.!)
- 5. STD . PENETRATllJN LJJ
...J Rl'.SIST ANC I'. BLOWS/ri 6 UNIFIED SOIL ClASSlrlCA TION SYSTEM. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
PROJECT NMP2 PMP FLOOD CONTROL BERM J.0.NO. 12L'?__ . BORING NO !ll!.=.ll COORDINATES N 11 281 1469.65 E 54 7 ,948.86 GROUND EL.EV.Ill 276.8 ' SHEET _1_ Of_I_
INCLINATION VERTICAL BEARING N/A INSPECTOR _.JLlljl_l,JGHERT'l' DATE; START /FINISH 10/20/83/ 10/24/8:5 CON TRAC TOR/DRILLER WARREN GEORGE/STEVENSON STATIC GROUNDWATER DEPTH/DATE N/A / __ _ DRILL RIG TYPE CME - 75 DEPTH TO BEDROCK 24'-6" TOT AL. DEPTH DRILLED 26 '*.:.§.'.'.
METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON ANO SHELBY TUBE DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE COMMENTS ----
E! i!!
~ ~ ""2> g II.I IX
~~
Q. ....
- a :II ........ om SAMPLE DESCRIPTION
~-
~~
IX:ll c ... C:::> D..C 111:> ct>
Ill lllZ ill <II
- -- s 1 l1-.l5-58 IQ"I 93 GW rill: GRAVELLY SANO - WELL GffAOEO, 10-20* SUBANGUl.AR GRAVEL TO 1.5" MA&tCOARSE TO rN: SANO, 5- ioa NONPLASTIC F'INES, COW'ACT, DRY.
275 - RE SH SAOWN. RECOMPACTED TILL.
s -
2 13-23-42 115
-- - s 5 i!0-rJ;20 Mt.
F'ILL: SAHC>Y Sil T - SLIGHTLY PlASTICR 20-25* F'IHE SANOE 10-15*, SUBANGULAR GRAVEL TO 1" WAX. Cat.FACT, 0 Y, LIGHT llROWN, R COMPACTED TILL. -
3
. ,..... 48 270 -
f'l.L: SL TY SAND - WIOEL Y GRADED, 10-1:1* SUBANGIA.AR GRAVEL, COARSE: TO rlNE 1 - SW SAND, 20-JO* SLIGHl..TY PlASTIC FINES, COMPACT, WOIST TO DAMP, LIGHT BROWN IH TH£ UPPER PORTION TO BROWN AND GREY; RECOliPACTEO Tli.L .
- 10- s !i 2-11-2~
1111"1 43 TILL: SL TY SAi<<> - W1DEL Y GRADED, ~20* SUBANGULAR GRAVEL. COARSE TO FINE -
SAND, 10-20* Sl.IGHTL Y PLASTIC TO NONPLASTIC Flt;£S, COMPACT, OM.IP,
- s II ... -1)\\1('" >100 LIGHT TO OARk BROWN.
216- SW s
7 15-100/5 >100
-s --
15- TILL: CLAYEY Sil T - WCIOEllATEL Y PLASTIC, 5-lfi* GRAVEL, fi-10* FINE SA.ND, 8 141-20-!il 71 0-SS CLAY, VERY D£NSE, OMF, GR£Y JIO-Iott.
h4-Ul-29 44
!I
-_,s.
5 110.!i"I 20-Us 10 ~.~*("
10-TILL: SANDY SL T - NONPlASTIC, 20-25* rt"IE: SAP<<J, 10**15* GRAVEL, C'IAMP, GREY.
Zita -
. lrYS' 1 REC*ll" - ML
- 2!i- l:i 11 rin- ~,,
1
>JU~
,,u ... BEDROCK: SANOSTONE LIGHT GREENISH GREl, THICI< BEDDED. HARD.
I~
- .- ;~
2 M:C*'i'-10' SS FINE GAAIED 2!!0 -
. BOTTOM OF HOLE: 26'-6" 30 - -
- 1. DATUM IS MEAN SEA LEVEL 2 .... GROUND WATER LEVEL FIGURE 2.5-178
- 3. !!LOWS REQUIRED TO DRIVE C/)
2" 0.0. SAMPLE SPOON 8" OR w DIST AMC£ SHOWN USING I-0 140 LB . HAMMER f ALLING JO", BORING LOG NO. BB-21 z *INDICATES USE OF JOO LB
..... HAMWEPI I > INCHE'S OF' 0 SAMPLE RECOVERY .
z 4 . "ROCK r: oRE RECOVERY/
w ROCK OU.AL ITY OESIGNA TIO'! NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 l? 5. STD. PENETRATION U.I
...J RESISTANCE SLOWS.IFT .
- 11. UHIFIED SOIL CLASSIFICATION SYSTEM.
FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
NMP2 PMP FLOOD CONTROL B£RM _ J . O.NO 1~177 -
BORING NO !tll=.ll.
PROJECT COORDINATES N 11 281 1372.70 E 54 7 1959.SJ GROUND ELEV .Ill -11..h~--
SHEET_1 m_ 1
__!;L_
INCLINATION VERTICAL BEARING N/A I NSPECTOR DOUGHERTY DA TE: ST ART /FINISH 10/18/83 / 10/19/8J CONTRACTOR/DRILLER WARREN GEORGE/ST EVEN.SON STATIC GROUNDWATER DEPTH/OATE_!'Y_L_ / DRILL R IG 1 YPC CME-75 DEPTH TO BEDROCK 22 1 -6" TOTAL DEPTH ORILl£fJ 24'-i'.'
METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON ORIL LING ROC t< NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE COMMENTS -*- ------- --- ----
~~
j;i
... WIX a ~ § ie
~ ~* ... _,
Q. ..J
..Jl.i ..JW
- CL m z~
- ::iO
~~
~ CL 0..
.:I>- 22 o3"- om SAMPLE DESCR!Pl ION
~ ::! <>- lllZ <=> ~ :;:: CL< IX :I a~ en a: in> <:>> Ill
- - s 1 7-15-18 JJ fill. SL TY SAP<<> - WIO£L Y GRAOED, 5-10& SUBANGULA~ GRAVEL IN THE UPP!.R POftTIOM GRADING TO 15-20* SUBANGUL1'R GRAVEL, MOSTLY FINE SANO, 275- 1111*~
Ii**.
- 10-15' NONPl.ASTIC FINES, COMPACT, DAMP, LIGHT BROWN,. RECOMPACTED s 2 B-11-9 110") 111 SW 11-20-42 s
l no*~ 112
~
270-
-- ss 4 11-1J.l-IDl4' nt\ *100 TILL: Sil.TY SAND - WIDELY GRADED, 15-20* SUBANGlJLAR GRAVEL TO 1" MAK, flHE SANO, 16-20* NOHPLASTIC FINES, DENSE TO VERY DENSE. --
DAMP TO SATUR.4TED. SROWl'I TO 12'.LIGHT GREY BELOW 12'.
5 :!l>-T.t-uv.f *100 Iii 2e5-
~-
-- s 7 .....Olf:S >10D SM
- - s a 100
~
id s
9 >U- H' ~100 15 s i*-
10
~100 TILL; LAYER OF CLAYEY SILT FROM 15' TO 16', MOOERATEL Y PLASTIC, :1-10*
's 11 *10( CLAY. 5-1011 SUBANGULAR GRl\'t'El TO I" WAJI, 0£NSE, DAMP, LICHT GREY,
'(*
290 -
- .,,....,.iiW'4 1>100 GRADING INTO SANDY SILT, HOHPLASTIC, 20-30* FINE SANO, I0-1!1* GRAVEL,
- s 12 OCHS£. DAMP, LICHT GREY
- s Ml
- s u *100 211-50-7~
20-14 .... -:"llll~ *10Q
~-
BEDltOCI< : SANDSTONE - LIGHT GREENISH GRE'r . THIN BE:OOED UP TO IOI 1 M:C=2'-l" SS 1'-l" MAX, HARO . FINE GRAINEO .
-~QIU:
- BOTTON OF HOLE: 2" '-9" 2M>-
30
- t. DATUM IS MEAN SEA LEVEL GROUND WATER LEVEL FIGURE 2.5-179 2.
- l. "" BLOWS REQUIRED TO DRIVE Vl 2" 0.0. SAMPLE SPOON 6 " OH w DISTANCE SHOWN USING I-0 140 LB. HAMMER F" ALL ING 30" . BORING LOG NO. 88-22 z,, *INDICATES USE OF 300 LB HAllWER. I l l~ CHf:'i OF
\, _) c z
w SAllPLE RECOV~R
- 4 . *ROCK CORE RE '::OV~RY,
(.:;>
ROCK *JUALITY DC:, :r; NA I ION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 5 . S TO. PENETRATION w RESISTANCE EILOWS/rT
-' 6. UNIF IEO SOIL CLASSIFICATION SYSTEM FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
NMP2 P~F FLOOD CONTROL BERM 12177 BORING NO lll!:::l.:l PROJECT J.O .NO.
a* --*- OF n
N 1,281,380.98 E :l48 ,164 .13 GROUND ELEV.l1l 273 SHEET_1 1 COOROINA TES INCLINATION VERTICAL BE.A.RING N/A INSPECTOR _l!.. DOUGHEIHY DATE. START/FINISH 10/19/83 / 10/20/BJ CONTRACTOR/DRILLER WARREN GEORGE/STEVENSON STAllC GROUNDWATER DEPTtUOATE_!'iil_ / DRILL RIG TYPE CME-75 DEPTH iO BEDROCK 19'- 1" TOT AL DEPTH DRILLED ___ f~ ' -4" METHODS :
DR ILLING SOIL ROLLER BIT SAMPLING SOiL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL fESTING OR INSTRUMENTATION NONE COMt.4ENTS
- g
~ !
~c ~i:: ;: ...Ji..t
"'Ill:
...Ji.I - 8 z~ ::io a..-'
Q. !!! ~~~
~ a.. Q. Q..11)
- a::a t-...J om SAMPLE DESCRIPTION
> ltl l!f_ 2>- ll.< a: :I ci I!:
Ct-Ill lllZ ill ~ V>> ~>-
VI
-- -- 5 1 11-'31' 13 TIL~ : SIL TY SAN> - WllEL Y GRADED, 10-20* SUBANGl.t.AR GRAVEL, COARSE TO
>IHE SANO, 1!>- 20* NOHPLASTIC l'IH(S, COMPACT, D...MP. UNlf'ORML Y -
-s LIGHT BROWN BELOW 2.5'.
270-2 ;c.'I""'~ 91
(
. s 3 ~Cf4 >100 SM
- -s 4 ......... *100 -
.- - s 29~ ~
- - -,.,-...~ Tl.L: SANDY SI. T - SllGHTL Y PLASTIC, 20-:Z!>>a FN: SANO, 1!>-20*
- I >100 SUBANGULAR GltAVEL, COMPACT TO DENSE. DAMP, LIGHT BROWN.
2eo- s .,..,rr/~8 65 Ml
-. 15 , s II 7 >IOD
. -s
~n
. . s TILL: GRAVELLY Sl. T - SLIGHTl Y PLASTIC, 0-5* F'INE SANO, 25-30*
21 tin >100 SUBANGULAR GRAVEL, DENSE TO VERY DENSE, OM.IP, BROWM Al<<) GREY; GRADING TO SILTY SAHO AT 18', WD£l Y GRADED. 10-20* SUBANGULAR
&-IXl.14" ~100 Yl./
- 9 GRAVEL. COARSE 10 f!Nf.: SAflll,15-20a SllGHTl Y PLASTIC FIN(S, 2!>:1 - SM 5 10 >100 VERY OENSE, DAMP, GREY.
zo- .ORI NX
- -* NX 1 ~c-t-t' BEDROCK: SM<<l5TON£ - LIGHT GllftMSH GREY, HARD. F1'4£ GRAINED.
2 ME0-2'-0" - 55 2ftO -
~0111 BOTTOM Of HOLE: 23'-4" .
2!1-245-
- JO*
- 1. DA TUM IS MEAN S£ A LEVEL 2 . " ' GROUND WATER LEVEL FIGURE 2.5-180
- 3. BLOWS REOUIRtO TO ORtV(
Vl 2" 0.0. SAMPLE: SPOON 6" Of!
w DISTANCE SHOWN USING I-0 140 LB. HAMMER F ALLINC JO" BORING LOG NO. BB-23 z *INDICATES USE OF' JOO LB HAMMER I l INCHES or
\ } 'z Cl SAl.IPlE RECOVER~
4 KROC!< CORE RECOVER~,.
- ..J ROCK OUHI~ Y OESIGNA 1 IQN NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
(,.!)
~ . S TO . PENl TRATION w FltSISTANCE BtOWS/FT
...J
- 8. UNlflEO SOIL CLASSIF"ICAT10N SYSTEM FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
PROJECl NMP2 PMP FLOOD CONTROL BERM J.O.NO. 12177_ BORING NO. e!!.::.l.i.
N 11281,322.8.f E 548,225. 7 4 GROUND ELEV.lll 274.9 ' SHEET _L OF_ _ 1 _
n COORDINATES INCLINATION VERTICAL BEARING N/A INSPECTOR W. DOUGHERTY DATE: START/FINISH 10/26/83/ 10/27/83 CONTRACTOR/DRILLER WARREN GEORGE/STEVENSON STATIC GROUNDWATER OEPlH/OATE N/A / - - -
- DRILL RIG TYPE CME-75 DEPTH TO BEDROCK 10'-o" TOTAL DEPTH DRILLED 12'-0" METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION 2 PERCOLATION TESTS PIEZOMETER !STANDPIPE TYPE>
COMMENTS
~
- j ~ ~ !2
~~ w
"'"" i3~
Q,-'
... >= ~;:: -'""
ll.11..
..JW ILm z~ :lo 22 om SAMPLE DESCRIPTION
~~ ~~ ::I~
Cr Ill C:::>
lltZ Ill ~
~;i G:::I Ill> 1.5>-
Ill Rlllll.DER - 6" 1 11-9-11 TOPSOI.: SANDY SILT - SLIGHTLY PLASTIC. 20-25* COARSE TO FINE SAND,COLtPACT,.
s 12.5"> 20 Ml.
WOIST, DARK BROWN.
2 --
.- - s :z --
Tl.L: SU.. TY 5.'HO, WIJEL Y GRADED, 10-15* SL/8,\HGIJlAR GRAV[l, YOSTL Y FINE:
1-15-25 40 SAND, l!l-20S P<<INPLASTIC FINES, COMJACT , MOIST TO DAMP, LIGHT
!ROWftl; GRADING IHTO COARSE SAHO ,\T II.5, WIOfl Y GRACED, ANGOVR, 3 -
112"1 2-~ FllES. ~lOll GRAVEL, COMPACT, MOIST, LIGHT BROWN.
- - 4 11'8 -
-- - 5 5 3 11>-D>/.1' 11'100 SM/ --
I
- SW 7
s 4 .,....ll0/4 1>100
- Iii
- 5 5 100/2"'
17") 10~
'0-EllftOCIC: SMl>STONE - LICHT GR£ENSH GlllEY, 1-tARO, FINE GRAINED.
"Olll 1 ltEC*10* - SS 12
-- - BOTTOM OF Hllt.E: 12'-o" 13 -
14 -
'!!I - -
- f. DATUM IS MEAN SEA LEVEL 2 ..... GROUND WATER LEVEL FIGURE 2.5-181 J, ILOWS ltEOUlllED TO O"IVE Vl w 2" 0.0. SAMPLE SPOON 6" OR I- DISTANCE SHOWN USING 0 140 LB. HAW61ER FALLING 30". BORING LOG NO. BB-24 z
- INOICHES USE O~ 300 LB.
0 HAMMER. I I INCHES Of SAllllPLE RECOVERY .
z 4. *ROCK CORE RE COY ERV/
L&J
(.!)
ROCK DUALITY DES JC NATION NIAGARA MOHAWK POWER CORPORATION w 5. STD . PENETRATION
..J ltESIST ANCE BLOWS/FT .
I. UNIFIED SOIL CLASSIFICATION NINE MILE POINT-UNIT 2 SYSTEM. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
NMP2 PMP FLOOD CONTROL BERM BORING NO . BB-25 PROJECT J.O.NO. 12177 N 11261 1127.77 £ 548,249 47 _GROUND ELEV.Ill 1' SHEET_1_ OF 1 n
COORDINATES 27 3 INCLINATION VERTICAL BEARING N/A INSPECTOR
- W. DOUGHERTY DATE: START/FINISH 10/26/83 / 10/26/BJ CONTRACTOR/DRILLER WARREN GEORGE/STEVENSON STATIC GROUNDWATER DEPTH/DATE N/A / - - - DRILL RIG TYPE C"4E-75 DEPTH TO BEDROCK 7'-J" TOT AL DEPTH DRILLED 9'-5" METHODS:
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCI< NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION 1 PERCOLATION TEST COMMENTS I
N ..,-' ,,.. !? 12
§< ~t- .......
""a..... ,,.,a. wa:: -. s* z~ a.j o....
> ~
j: -
11.. Iii :I>- :Ia.<::IImj ~~~ 0 u ....... oai a.< "'::II SAMPLE DESCRIPTION d-
~ ~ "(I-Ill ~ in> e1>
"' lllZ
-- ' -- s ,
2-4-13 OL TOPSOIL: OAGANC SI. T - SllGHlL Y PLllSTIC, !1-1()11 GRAVEL, 2-:1* FINE SANO.
l'IS'~
17 COMPACT, DAMP, DARIC BROWN.
-- s Till: SI. TY SANO - \.Nf'OAM, 5-11111 GRAVEL. MOSTLY fliE S = COWPllCT,
~. LIGHT llAOWH: GRADING INTO Sil TY SAND AT 2', LY GRM>EO, .
)
2 -
- 2 .. 22 :us 10-1!1* CllAVEL. lllOSTL Y FINE SAND, :Z0-30* SLIGHTLY PLASTIC FIH£S. c;OMPACT TO OENSE. OAlilP, LIGHT 9"0WN, PRESENCE Of CLAY TO J.!I. --
. . -- s 3
270 - SU 3 JO-J&-72 *10D
!i 100/!I" >100
-- s 5
TILL: SIL T'I' GRAVEL - WIOEL 'I' GlllAOEO. SU8ANGULAR, 5-!Qa lllOSTL Y MEDIUM TO FM: -
.1 5 1:1,~<.;i *100 GM SAND. 20-20* NONPUSTIC FINES, DEPCSE, DAMP, LIGHT GREY.
6 ..
-*s 8 1uy{o~ *100, 7 - s 7 100/.l 1tJC1 l!lEOROCI<: SAHOSTONE - LIGHT GREENISH GREY, HARD. FINE GRAINED.
e - NII
- SS lll[C*f-t1"
-~OfU 9 -
BOTTOM OF HOLE: 9'3" 10-n*
12 -
13 -
no- -
14 -
~ - - .-
- 1. OATUM IS MEAN SEii LEVEL
- 2. ~ GROUND WATER LEVEL FIGURE 2.5-182 J , BLOWS REOUIRED TO DRIVE I/)
2" O.O. SllMPLE SPOOM 6" OR LaJ
..... DIST llMCE SHOWN USING 0 1.-0 LB. HAWWER F llLLING 30". BORING LOG NO. 88-25 z
- INDICATES USE or 300 LB.
'z HAlolMER I I INCHES Of' Cl SAMPLE R[COVE!'!Y ,
4 . "ROCI< COit( fiECOV(RY /
w ROCIC OUA1,11y OES IG,.i\ TION MAGARA MOHAWK POWER CORPORATION c:>
NINE MILE POINT-UNIT 2
!I . STD. PF.NETRATION LaJ
...J RESISTANCE SLOWS/f' T.
11 . UNIFIED SOIL CLASSIF'ICA TION SYS TE ... FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
Nh4P2 PMP FLOOD CONTROL BER~ 12177 BORING NO U=.1§._
PROJECT J.O.NO.
COORDINATES N 1,281 10:50.55 E 548 1380.25 GROUND ELEV.111 27.3 . 2' SHEET 1 OF I n INCLINATION DATE : START/FINISH VERTICAL STATIC GROUNDWATER DEPTH/DATE N/A /
BEARING N/A- INSPECTOR 10/25/83; to/25/8J CONT RAC TOR/ DRILLER WARREN GEORGE/STEVENSON W. DOUGHERTY DRILL RIG TYPE CME-75 DEPTH TO BEDROCK J'-6" TOTAL DEPTH DR~LED 5'-6" METHODS ;
DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE COMMENTS N
- ~ !! ~
~! w "'II<
Z!!f
~~~
..Ji.I CL ..J
..JW
~~
- IQ
< i:: IL IL ILID olD SAMPLE. DESCRIPTION w
> 1::1 :I,.. ll :3 Ii:~ CIC:a c ... <::i Ci * "' lllZ .!i Ill>
"~
. s *-+-JO 1OI. T~: OflCANC SI. T - SLIQiTL 'r PLASTIC, &-!OS GRAVEL, COMPACT, O.AWP, 0.AlltC BROWN.
2-~ flNE SAHO, 1 l4 1 - 111'~
TILL: SL TY SAN> - WIDELY GRADED.10-15a GltAVCL TO 1" WAX, FINE SANO,
--- -- s 10-20* NCIN'LASTIC FINES, COMPACT, MOIST, LIGHT BflOWN.
2 - M-22-28 !iO SM 2
( s *""' -
YJU~T 210- .) 3 14
, IEDltOCIC: SMl>STOM: - LIGHT GM:ENSH GllEY, HAllO, FINE GRAINED.
4 -
- SS NJC!I
.CMt *o-1-111" s'-s" llOTTOlll Of HDt.t~
I *
--- -- 7 -
. . e * -.
. -e-- --
. "12 .-- --
13 -
14 -
- 1. DATUM ~ MEAN S£A LEVEL
- 2. . . GlfOUHO WATER LCVEL FIGURE 2.5-183 J . BLOWS REQUIRED TO DRIVE Vl 2" O.D. SAWPLE SPOON 6" OR w DISTANCE SHOWN USING to-0 140 LB. HAMMER F .ALLING 30". BORING LOG NO. BB-26 z
- INOIC ATES USC OF 300 LB.
l'iAltlWER. I ) INCHES OF
\ _) 0 z
w SAMPLE RECOVER" .
- 4. KROC!< CORE RECOVERYI' ROCK QUALIT1 DESIGNATION . NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
<.:)
!). 510. PENETR.t.T I~
LI.I
.....I RESISTANCE BLO S/F'T .
I . UNIFIED SOIL CLASSIF'ICAllON SYSTEM. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
NMP2 PMP fLOOO CONTROL BERM 12177 BORING NO BB-27 PROJECT J.O .NO.
n COORDINATES N 1.280 1862. 99 E 548 1213.07 GROUND ELEV.(11 278 . 3 ' SHEET 1 Of 1 INCLINATION VERTICAL BEARING N/A INSPECTOR W. DOUGHERTY DATE: START HINISH 10/25/BJ,- 10/Z6/6J CONTRACTOR/ORILLE'R WARREN GEORGE/STEVENSON ST A TIC GROUNDWATER DEPTH/DATE N/A / DRILL RIG TYPE CME-75 OEPTH TO BEOROCI< 1'-5" TOTAL DEPTH DRILLED 4 '-5" l.IETHODS:
ROLLER BIT DRILLING SOIL -
SAMPL ING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE COMMENTS a ~ § [!
~~ ""'ll....11.olA. ....Lm.., 8 IWIE Q. ....
Z!!j
~~ ..... ~~5
- iCI
<( ...
- I>- :I ::a om
~;i a: :I SAMPLE DESCRIPTION a~ Ill
- i lllX Ill ~ VI> u>- Ill
-- - I
- ~s s 1 2
~ t' rif' llY.J.*...
- 100 Oll' TOPSOIL: OR<OAAIC st. T - 5LIGHTL Y PLASTIC, 5-10* GRAVEL, 10-15* f'INE SANO
-- - NII 2 - l:<H'l 1 AEC*IS" - l!IEDlllOCK: SMC>STOHE - LICHT CR£EHISH GREY, HARO, FINE GRAINED, Sl. TY DEPOSITS IN Tt£ l!EOOING Pl.ANES.
(
-. -"°"~ -
Z1tl - 3 - Nll 2 ~t-2"
.. a- 4 -
llOTTCM OF HDU: 4'-'"
-- - 7 -
- r10-9
- 10-ti -
12
- 2'16-13 -
- e -
14 -
I. DATUM IS WEAN SEA LEVEL
- 2. ~ GltOUNO WATER LEVEL FIGURE 2.5-184 J . BLOWS 1'EOUIRED TO DRIVE Ill 2" 0 .0 . SAMPLE SPOON fl" OR UJ
..... DISTANCE SHOWN USING 0 1'40 LB. HAMMER r AlLINC JO". BORING LOG NO. 88-27 z
- INOICA TES USE OF 300 LB.
HAMl.IER. I ) INCHES or
\) '
0 SAMPLE R!:COVERY .
z -4 . "RCCI< CORE RECOVER"" I' w
<.:)
ROCK OUALIT'r DESIGNA TION . NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
- 5. STD . PENtTRATIO.._,
UJ
..J RESISTANCE BLOWSl'F T*
- e. IJNIF'IEO SOIL CLASSIF'ICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.
AMENDMENT14 OCTOBER 1984
NMP2 PMP FLOOD CONlROL BORING NO . ~
PROJECT BER~ J.O.NO. 12177 n
SHEET _L OF_ _ 1_
COORDINATES N 11280,696. 78 E 548 1242 .41 GROUND ELEV.Ill - 280 .8_'-
INCLINATION VERTICAL BEARING NIA INSPECTOR w DOUGHERTY DATE: START/flNISH 10/25/83/ 10/25/BJ CONTRACTOR/DRILLER WARREN GEORGE/STEVENSON ST~TIC GROUNDWATER OEPTH.IOATE N/A I DRILL RIG TYPE CME-75 DEPTH TO BEDROC~ 4'-3 TOT AL DEPTH DRILLED 6' - J" METHODS:
DRILLING SOIL ROLLER Bil S,t.MPLING SOIL SPU'r SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENT A TJON NONE COMMENTS
~
a ~ ~ ~
~~ '"'
..JW w ac
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- i~ ::::10
< i:
~~
§~ 11.Cl.
2> :12 Ill 11.CD
<=>
"':r
~21' ill ~
t~
om
~:I VI> et> Ill SAMPLE DESCRIPTION
- -s , 2-3-9 12 Slil TOf"SOIL: Sl. TY SAHO - SLIGHTLY OllGANC, ~-10S GRAVEL, lilEDUit TO FM SANO. 20-2~ SllGHTL Y PLASTIC FINES, COMPACT, DAMP, OARl'C BROWN. --
2IO- 111"1 1 -
Tl.L; SAN>Y SU.. T - NOfA.ASTIC, l!l-20W GRAVEL.20-259 IEl>Uil TO FINE SAND. -
2 - 1!1-!l-11 s 13 COMPACT. SATURATED, LIGHT BRO~. FROM J' TO 3.!I'. Pm:5£NCE Of' SANJ, 2 111"1
( ML SILT, Ct.A Y, Ate> GRAVEL FRAGMENTS, CO!of"ACT, SA TURA TEO, CR£ Y 3 11-100/4 1>100 NCI MOWN.
s l 110"1 IEDROal: SAN>STONE - LICHT COREENISH GREY, tWal>, rlNE GRMIED.
. ~- NX
- 55
~C*l.1.!1"
- ~Oltl 275- 5 *
- - BOTTON Of HOLE: 11'-J"
-- -- 7 -
.. .,_-Iii -
-- n --
270-TZ -
1J -
e -
14 -
- 1. DATUW IS WEAN Sf:lt lf:VEL 2 . ..f. GltOUHO WATER LEVEL FIGURE 2.5-185 J, llLOWS REOUIR£0 TD ORI\/£
(/)
w 2" 0 .0 SAlilPlE SPOON II" OR I- 015 TANCE SHOWN USING 0 1'40 LB. HAMMER FALLING 30". BORING LOG NO. BB-28 z
- INOIC ATES USE OF JOO LB H*MMrn . I I INCHES Of 0 SAMPLF RECO\/Eln z 4 "ROCK CORE AECOVEIH /
w ROCK QUALITY OE SIGN" 1 *ON NIAGARA MOHAWK POWER CORPORATION r.::>
NINE MILE POINT-UNIT 2
!>. sro . PENETRATION w RE~STANCE BLOWS/FT .
..J IJ. UNIFIED SOIL CLASSIFIC,.TION SY STEW. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
E ~J:r.;;1 ~ '°""""' . ~c.w.c !4*
f;"f;iil ~1Dl"Ma.-mt...-;:'M.,rt\"f
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~ tAo.AlDll.Ctl"Cnlt-~1 53 *:MOC:t. - l&HatDIC:
FIGURE 2.5-186 SUBSURFACE PROFILE EAST BERM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
tlll i J I
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- u. :iro FIGURE 2.5-187 SUBSURFACE PROFILE LAKE ROAD BERM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
ot.11' Hit
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~,:_'t:-l't., * :::i.fltY').&.* FIGURE 2.5- 188 SUBSURFACE PROFILE Fm :.;..1::";.&( il. ~ l1' a<J\1_1 WEST BERM li:iJ !(";)olo.:1 ..-;~T~f, NI AGARA MOHAWK PO WER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 27 JULY 1986
iJJ .. 2: 00*1J ,.._,. cu*:> &:l*lt Pil*J7 Dt*lfi I I I f:
!I a' sl
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lit 21 lit 11, Cl. 11r:"*11t~!ll *~Ut!)lD
"" \U :"l+rt!IO
!L 11.1. *"Z1.l:a El t~DL- OIOC:"'IC 5Ll, toi..1"' ~.VC B t"tL - ~1~1* $ANlJ G::J CL*tlAL l~L - Slltl' '!iA!'IJ D C.;..*Cl*LflH-'!i#.o,:Jl"\'-1 E2:J CL*:.t.. l 11:,L "' C\.*":C1 ~~1 FIGURE 2.5-189 D G:.*C*AL flLL - '8.ll"(ll,.l' ~ILJ SUBSURFACE PROFILE SOUTHEAST BERM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1984
SIEVE ANALYSIS SIZE OF OPENING IN INCHES I NUMBER OF MESH PER INCH, U.S.STANDARD
~ ~
N
.... ~ 0 ..,0 0 Cl 0 Cl 0 *
- ?
0 0
"' ~ ~ N N 100 KELLER- 3 10 90 20 BO 30 70
'ti m 40 80
'ti
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m 50 50 z....
- a m
z 60 40 z m
m ::u c m ll1 <
-< 70 30
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.... BO 20 -f 90 10 100 g
N 0
~
0 ID "'o .,,o a., ..,
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a
.... ID GRAIN SIZE IN MILLIMETERS
... N
- ~ ~ "?-.: "! "! ":
"'ci 0
COARSE I FINE COARSE I MEDIUM I FINE COBBLES GRAVEL SAND FIGURE 2.5-190 BORROW PIT GRADATION RESULTS FOR EMBANKMENT FILL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2
. FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 nr:TOBER 1 984
MAXIMUM DRY UNIT WEIGHT: 137.7 PCF OPT!MUM WATER CONTENT: 7.3 %
NOTE: FREE WATER 138 DURING COMPACTION
~ WATER CONTENT COULD NOT BE INCREASED BEYOND THIS POINT AS EXCESS WATER IS EXPELLED 137 DURING COMPACTION.
136 u.
(.)
CL. 135
- c CJ iii 134
==
t:
z
- > 133 r:c c
132 131 130._........._...._............................._.................__..................................
3 4 5 6 7 8 9 10 11 12 13 WATER CONTENT, o/o FIGURE 2.5-191 COMPACTION TEST RESULTS FOR STRUCTURAL FILL FROM WHELSKY PIT (SAMPLE 1)
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMFNT 14
MAXIMUM DRY UNIT WEIGHT: 134.1 PCF OPTIMUM WATER CO~TEN!: 7.7 , %
136 WATER CONTENT COULD NOT BE INCREASED BEYOND THIS POINT AS EXCESS WATER IS EXPELLED 135 DURING COMPACTION.
134 NOTE: FREE WATER DURING COMPACTION u.
CJ
- a. 133
- I:
CJ
~
- s-ell iii 132
~
==
!: ~
z ~
- > 131 'Oo:i.
a:
c 130 128 129~--------~----!--
- 3. 4 5 6 ...~----~--
7 8 ....
9 --------------------
10 11 12 13 WATER CONTENT,%
FIGURE 2.5-192 COMPACTION TEST RESULTS FOR STRUCTURAL FILL FROM KELLER PIT (SAMPLE 2) SHEET 1 OF 2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 O~TOBER 1 ~84
MAXIMUM DRY UNIT WEIGHT: 135.9 PCF OPTIMUM WATER CONTENT:* 7.9 %
-+---WATER CONTENT COULD NOT BE 136 1
NOTE: FREE WATER INCREASED BEYOND THIS POINT DURING COMPACTION AS EXCESS WATER IS EXPELLED DURING COMPACTION.
135 134 u.
0 a.. 133
- c e,,
~ 132 z
- > 131 a:
Q 130 129 12a~--~-----!- ...-!-----~...-!---.._.._..._~__.__._..._............_.
3 4 5 6 7 8 9 10 11 12 13 WATER CONTE~T, %
FIGURE 2.5*192 COMPACTION TEST RESULTS FOR STRUCTURAL FILL FROM KELLER PIT (SAMPLE 3) SHEET 2 OF 2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
MAXIMUM DRY UNIT WEIGHT: 136.5 PCF OPJ.IMUM WATER CONTENT: 7.8 Ofo.
140 WATER CONTENT COULD NOT BE 138 INCREASED BEYOND THIS POINT AS EXCESS WATER IS EXPEUED DURING COMPACTION.
136 NOTE: FREE WATER
~ DURING COMPAC:rl_ON D.. 134
- z::
CJ iii 132 3:
-z 130 1-a:
Q 128 126 '
124._..__.......................__..............................i..........._ .__.._............
0 5 10 15 20 WATER CONTENT, %
FIGURE 2.5-193 COMPACTION TEST RESULTS FOR STRUCTURAL FILL FROM MEANY PIT (SAMPLE 4) SHEET 1 OF 2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
MAXIMUM DRY UNIT WEIGHT:1 135.4 1 PGF I a-e:r-1-Mij~rJl=-wATER cQNTENt:: _ . .a. 1 .o/o.
140,,
r*
138r . I
(. WATER CONTENT COULD NOT e~ *
! INCREASED BEYOND THIS POINT
' AS EXCESS WATER IS EXPELLED
\
136ft DURING COMPACTION.
j, I
I LL. 1341:
(.) f:
a.
- c CJ w
~
z 130
- l a:
c 12 126 I
l 124, :
122
~0~--~.----------*---**-~5~.--------*----~---*----~~-1~0~:----~<-**............~.. -1~5.~...............~....
WATER CONTENT, %
FIGURE 2.5-193 COMPACTION TEST RESULTS FOR STRUCTURAL FILL FROM MEANY PIT (SAMPLE 5) SHEET 2 OF 2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
-AMENDMENT '14
TOTAL STRESS CIRCLES 40 ii:' 30 en
~
I-u;
<n w 20 a:
I-en a:
"'::cw en 10 0 10 20 30 40 50 60 70 NORMAL STRESS, er (KSF)
EFFECTIVE STRESS PATHS 10 8
Ic*-.
¢' : 35.8° - 44,4° fj = 35.0° ii:'
(/J
~ sin c/>' :: tan {3 6
~
N c' "' o/coac/J*
- b"'
I lb 4
2 0 2 4 6 8 10 12 14 16
( it 1 + O' 3 )/2 CKSF)
FIGURE 2.5-194 MOHR CIRCLES AND EFFECTIVE STRESS PLOTS FOR TRIAXIAL COMPRESSION TESTS ON STRUCTURAL ,
!. ...---------------tl1 1
FILL FROM MEANY PIT NIAGARA MOHAWK POWER CORPORATION 1:
NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
'AMENDMENT 14 --- OCTOBER19a4*
TOTAL STRESS CIRCLES 80 u:-
Cl) 60 in f/J w
cc 40 I-(/)
a:
ILi
- I::
(/)
20 0 20 40 60 80 100 120 140 NORMAL STRESS, a- (KSF)
EFFECTIVE STRESS PATHS I. -.
20
/:1 = 35.3° 16 </>': 42.4' -45.1' Li:'
in
~ sln</J' =tan f3 N 12
- . c' =a/cos cJ:>*
lbM I
lb 8
4 0 4 8 12 16 20 24 28 FIGURE 2.5-195 MOHR CIRCLES AND EFFECTIVE STRESS PLOTS FOR TRIAXIAL COMPRESSION TESTS ON STRUCTURAL FILL FROM KELLER PIT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
TOTAL STRESS CIRCLES 80 LL' 60
"'~
u)
"'ccw I-40
"'a:<
w J:
(/)
20 0 20 40 60 80 100 120 140 NORMAL STRESS, er (KSF)
EFFECTIVE STRESS PATHS 20 c'= 0 16 </>' = 40.1° - 44.2° ii:'
f/J sin¢' = Ian j:3
~
12
.... c' = a/cos <P' N
tb"'
I lb 8
4 0 4 8 12 16 20 24 28 FIGURE 2.5-196 MOHR CIRCLES AND EFFECTIVE STRESS PLOTS FOR TRIAXIAL COMPRESSION TESTS ON STRUCTURAL FILL FROM WHELSKY PIT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1AA4
0 en 10 a:
~
w
~
zt:=
w (J 20 m
(J
- t (J
- 6. k = 1.3 X fo** CM/SEC I
- 30 ..
0 SPECIMEN DENSITY: 123.5 PCF (90.5%)
LI.. SPECIMEN HEIGHT:
SPECIMEN DIAMETER:
17.45 cm ,
7.16 cm
~ HYDRAULIC GRADIENT: ' 12.19
....0 : 40 0k=1.4 X 10** CM/SEC 50 ...__._________________.__......____________-.1._ _......._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____
1-.....-----.* *~ -- -
0 1 2 3 4 5 6
{
7 8 9 ELAPSED TIME - MINUTES FIGURE 2.5-197 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM MEANY PIT SHEET 1 OF 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
' FINAL SAFETY ANALYSIS REPORT AMENOft!ENT 14 OCTOBER 1984
0 1.0
- 6. k =2.9 X 10** CMISEC 2.0 3.0 O k = 2.9 X*10*1 CM/SEC 4.0 SPECIMEN DENSITY: 126.7 PCF (92.8%)
SPECIMEN HEIGHT: 17.07 cm SPECIMEN DIAMETER: 7.15 cm HYDRAULIC GRADIENT: 56.90 5.0 0 1 2 3 4 5 6 7 8 9 10 ELAPSED TIME - MINUTES FIGURE 2.5-197 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM MEANY PIT SHEET 2 OF 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14. OCTOBER 1984.
0 1.0 A k "8.1 X 10-1 CM/SEC 2.0
(/)
a:
~
llJ
- E 3.0 j::
zw
(.)
u iii
- J 4.0 u
I 0 k = 8.1 X 10** CM/SEC
~
g II..
..J 5.0 l-oI-6.0 SPECIMEN DENSITY: 127.2 PCF (93.2%)
SPECIMEN HEIGHT: 17.2 cm 7.0 SPECIMEN DIAMETER: 7.11 cm HYDRAULIC GRADIENT: 30.91 8,o._r=b__.._...,__..___......................................._ ......._...,.._....,..._.__......._.,.......,
0 2 3 4 5 6 7 8 9 10 ELAPSED TIME - MINUTES FIGURE 2.5-197 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM MEANY PIT SHEET 3 OF 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
I 10\
(
201T en a:
w Ak = 5.9 X 10~ 4 CM/SEC Iii:!: 301 j::
zw (J
(J iii
- J 40 (J Ok= 6.7X10*.4 CM/SEC I
3::
g 50 g
&I. 1 t-60' SPECIM EN DENSITY: 123.1 PCF (89.4%)
SPECIMEN HEIGHT: 17.5-c'm SPECIMEN DIAMETER: 7.07 cm 70 HYDRAULIC GRADIENT: 12.16
' 80' ....................................................................................11111111. . .. . .
-i> 60 ' 120 180 240 ELAPSED TIME - SECONDS I
FIGURE 2.5-198 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM WHELSKY PIT SHEET 1 OF 6 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT nr-Tnccc -1oaA 1
0 10 20 ;
~
w I- A k =5.9 X 1O~~ CM/SEC
~ 30
~
z w
0 0
ii
- > 40 '
0 I
0 k =6.7 X 10*4 CM/SEC 3l:
g LL.
g
..J 50 .
60 SPECIMEN DENSITY: 126.7 PCF (92%)
- SPECIMEN HEIGHT: 17.5 cm SPECIMEN DIAMETER: '7.03 cm 70 HYDRAULIC GRADIENT: 12.16 ao .........................................................-......-.1........
- I
,o J -
60 120 180 ELAPSED TIME - SECONDS FIGURE 2.5-198 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM WHELSKY PIT SHEET 2 OF 6 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
0
- 6. k '" 5.2 X 10*~ CM/SEC 10 20 Cl) a:
~:i: 30 r:z 0 k = 5.7 X 10-s CM/SEC w
0 0
iii
~ 40 I
3:
0
..J u.
..J so I-
~
60 SPECIMEN DENSITY: 127.3 PCF (92.4%)
SPECIMEN HEIGHT: 17.15 cm 70 SPECIMEN DIAMETER: 7.15 cm HYDRAULIC GRADIENT: 28.94 so.__..__..._...._...__.._...__.__.__..__.__..___.__...__..__....._................,__.
0 2 3 4 s 6 7 8 9 10 ELAPSED TIME - SECONDS FIGURE 2.5-198 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM WHELSKY PIT SHEET 3 OF 6 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
0 10 D,. k = 4.8 X 10** CM/SEC 20
(/)
cc w
w
- iE 30
~
zw 0
u iii 0 k =- 4.1X10*& CM/SEC
- I 40 0
I 3::
g LI.
..J so
....0 60 SPECIMEN DENSITY: 128.0 PCF (93%)
SPECIMEN HEIGHT: 17.09 cm 70 SPECIMEN DIAMETER: 7.13 cm HYDRAULIC GRADIENT: 49.79 80 0 2 3 4 5 6 7 8 9 10 ELAPSED TIME - MINUTES FIGURE 2.5-198 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM WHELSKY PIT SHEET 4 OF 6 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
0 g
10 0 k =1.1 X 10** CM/SEC 20 en a:
w I- 6k = 1.2X10** CM/SEC w
- IE 30 i:::
- z w
0 0
iii
- > 40 0
I 3:
0
...I LI.
50 c(
t-0 I-60 SPECIMEN DENSITY: 129.9 PCF (94.4%)
SPECIMEN HEIGHT: 17.25 cm 70 SPECIMEN DIAMETER: 7.31 cm HYDRAULIC GRADIENT: 20.55 80 ________....________________________..._____________________. _..........
0 2 3 4 5 ELAPSED TIME - MINUTES FIGURE 2.5-198 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM WHELSKY PIT SHEET 5 OF 6 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCT08EA1984
10
- 6. k =- 2.7 X 1 o** CM/SEC 20
(/)
a:
w li:i
- !: 30 j:::
z w Ok = 2.9X10 CM/SEC u
u iii
- > 40 u
I 3:
g
~
..J 50
~
l-oI-60 SPECIMEN DENSITY: 130.8 PCF (95%)
SPECIMEN HEIGHT: 17.2 cm 70 SPECIMEN DIAMETER: 7.03 cm HYDRAULIC GRADIENT: 12.37 80 .....................__....._...................__........__........__..............__........__..............
0 1 2 3 4 5 ELAPSED TIME - MINUTES FIGURE 2.5-198 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL Fl LL FROM WHELSKY PIT SHEET 6 OF 6 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
20 Ok= 8.5 X 10*4 CM/SEC 1
~ ' ~01
~2 l
j:::
z j w 40
=6.7X10*4 CM/SEC
~
Ak ii
~
3:
SOI g
II.
...0
..J c(
... 60 SPECIMEN DENSITY: 121.7 PCF (89.6%)
SPECIMEN HEIGHT: 17.35 cm SPECIMEN DIAMETER: 7.1 cm 70 HYDRAULIC GRADIENT: 12.26 1
ELAPSED TIME - SECONDS FIGURE 2.5-199 CONSTANT HEAD PERMEABILITY .
TESTS ON STRUCTURAL FILL FROM KELLER PIT SHEET 1 OF 5 NIAGARA MOHAWK POWER CORPORATION 1 NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT 1
AMENDMENT 14 OCTOBER 1984 ..
0 10
~k = 5.2 X 10-o CM/SEC 20
(/)
0 k =4.5 X 10** CM/SEC er w
1-w
- t 30
~
zw
(.)
0 iii
- l 40 0
I
~
g u..
.J 50
~
g 60 SPECIMEN DENSITY: 124.9 PCF (91.3%)
SPECIMEN HEIGHT: 17.55 cm 70 SPECIMEN DIAMETER: 7.15 cm HYDRAULIC GRADIENT: 55.34 soa..i-......__..._..__.,...._...i..__..__.__...__...__..__..___.._..___,__...___.__..__.
0 2 3 4 5 6 8 9 10 ELAPSED TIME - MINUTES FIGURE 2.5-199 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM KELLER PIT SHEET 2 OF 5 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
0 10 20 Ok= 6.5 X 10-4 CM/SEC Ct> 30 a:
...w UJ
- !E j::
zw 40 0
0 6k=6.7X10-4 CM/SEC iii 0
I 50
==
9LL
...J
~
0 60 SPECIMEN DENSITY: 125.0 PCF (92%)
SPECIMEN HEIGHT: 17.35 cm SPECIMEN DIAMETER: 7.1 cm 70 HYDRAULIC GRADIENT: 12.26 80 .......__....__.............................................._..___ .__....____________11111111 0 60 120 180 210 ELAPSED TIME - SECONDS FIGURE 2.5-199 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM KELLER PIT SHEET 3 OF 5 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
D 10 6k =4.9 X 10** CM / SEC 20 II>
a:
w 1-w
- 30 0 k =4.9 X 10** CM/SEC j::.
w z
0 0
iii
- i 40
(.)
I g
~
14.
50
...I 0
I-60 SPECIMEN DENSITY: 126.0 PCF (92.7%)
SPECIMEN HEIGHT: 16.97 cm 70 SPECIMEN DIAMETER: 7.13 cm HYDRAULIC GRADIENT: 50.14 80~---- .............-..1__.....________.._.....__ .._...6............li...........1.....i.--d....&......I 0 1 2 3 4 5 6 1 8 9 10 ELAPSED TIME - MINUTES FIGURE 2.5-199 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM KELLER PIT SHEET 4 OF 5 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
0 10
.6k =5.0 X 10** CM/SEC 20
~
w 1-w 30 w
z
(.J
(.J iii
- > 40 (J Ok= 4.8X10** CM/SEC I
- t g
- u. 50
~
60 SPECIMEN DENSITY: 130.8 PCF (96.3%)
SPECIMEN HEIGHT: 17.2 cm 70 SPECIMEN DIAMETER: 7.03 cm HYDRAULIC GRADIENT: 12.37 BO;~....- - - -. . .--~..................................................................._..__.&.....&.--.i 0 2 3 4 5 ELAPSED TIME - MINUTES FIGURE 2.5-199 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM KELLER PIT SHEET 5 OF 5 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
SIEVE ANALYSIS HYDROMETER ANALYSIS I I SIZE OF OPENING IN INCHES NUMBER OF MESH PER INCH, U.S. STANDARD GflAIN SIZ:E IN MILLIMETERS
~ ~
'"'~"' :!
Q CJ 0 ..
rrirTTI-r-r..,--i:::;::::c:is;c:::r-1111T"T1rniT"iT.,...,.--ri"'iT"n-ir--i IO
- tO .., ~ - N n
- 0 100 IQ BO 80
,,m "O
m Jo 70
- u 0 :u m
!':i 40 60 0
m z
- u -I
!?l z "Tl z~ 50 50 m
- u m
c m m <
< 60 40 ~
~ !!!
m G) i5 :x:
- c 70 30 -I
-I BO 20 90 10 GRAIN SIZE IN MIWMETERS COBBLES .,__c_oA_n_sE__.___F_1N_E__.,_co_A_ns_E.___M_Eo_1u_u__. ____F*-NE,____+------------s*~-T-on_c_u_v________- - I GRAVEL SAND FINES FIGURE 2.5-200 GRADATION TEST RESULTS ON FOUNDATION MATERIALS SHEET 1OF2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
SIEVE ANALYSIS HYDROMETER ANALYSIS SIZE OF OPENING IN INCHES NUMBER OF MESH PER INCH, U.S. STANDARD GRAIN SIZE IN MILLIMETERS 1D 90 BB11 BB13 20 BO
"'II 30 ITl 70
'1:1
- D
(")
m
- D m 0 z 40 m
-I DD z
- u -I
,.m
-I zm
'11 z
m 50 SD
- 12 c m m
< GO 40 ::e-<
m m
== i5 i5 ::c
- c 70 30 -I
-I ea 20 DO 10 100 8
GRAIN SIZE IN MILLIMETERS COARSE FINE COARSE MEDIUM INE SILT OR CLAY COBBLES GRAVEL SAND FINES FIGURE 2.5-200 GRADATION TEST RESULTS ON FOUNDATION MATERIALS SHEET20F2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984;
4 8
....z 12 w
0 a:
w Q.
I z 16
~
a:
fl)
...I c(
0
- t=
a:
w 20 23~.2 WATER CONTENT {%) 23.7
...I c(
i= 99.8 z
DRY UNIT WEIGHT (PCF)
VOID RATIO, .&87 1 I 10 10.0 VERTICAL fil"~~ss -_ ~1..es !>!~-~~UAR~ i:cibT
~...----- ......- - - -_ _.....___________________
_ _ 1. . .
FIGURE 2.5-201 CONSOLIDATION TEST RESULTS ON LACUSTRINE SILTY CLAY SHEET 1OF3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984
4 8
I-zw*
0 12 a::
UJ a.
I z
a:
I-(/)
16 0
j::
a:
w 20 23.8 1-------- --------------------lo WATER CONTENT (%) 23.0 f ~ DRY UNIT WEIGHT (PCF) 99.0 I~ -
VOID RATIO, .696
! 1 ' 1Q_
KIPS- PER. SQUARE FOOT VERTICAL STRESS FIGURE l2.5-201 CONSOLIDATION TEST RESULTS ON LACUSTRINE SILTY CLAY SHEf:T 2 OF 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1 QR~
0 4
8 12 16 I-zw
(.)
cc w
Q.
I 20 z
cc
(/J
..I
(.)
i= 24 a:
w WATER CONTENT(%) 49.2
..I i= DRY UNIT WEIGHT (PCF) 64.4 28 z
VOID RATIO 1.52 32 34.98 35..___.......................................i.......... . -....__.....____...............__....
0.1 10 100 VERTICAL STRESS - Kl PS PER SQUARE FOOT FIGURE 2.5-201 CONSOLIDATION TEST RESULTS ON ORGANIC SILT SHEET 3 OF 3**
NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
. Al\111=1\lnl\JU::f\IT 1.11 or.TnRl=R 1 QR4
1.6 I.I..
UJ
~
I 1.2
- C I-CJ z .8 w
a:
I-
- UJ a:
-i
- ~
UJ .4 0 .4 .8 1.2 1.6 2.0 2.4 2.8 NOR.MAL STRESS, 3"n - KSF FIGURE 2.5-202 DIRECT SHEAR TEST RESULTS ON LACUSTRINE SILTY CLAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984 I
TOTAL STRESS CIRCLES 4
( LL
(/)
...' 3 rn en
...ccen w
a: 2 c(
ILi
- c en 1
1 2 3 4 5 6 7 8 NORMAL STRESS, a - KSF EFFECTIVE STRESS PATHS 5
c' = 0.543 KSF 4 4 = 23° LL
(/) =
sin <fl tan fl
~ c' =O /cos 41 I
3 N
f lb(')
I lb 2 o81G a 81H 1 0 811 1 2 3 4 5 6 8
( ll 1 + lf )/2- KSF FIGURE 2.5-203 3
MOHR CIRCLES AND EFFECTIVE STRESS PLOTS FOR TRIAXIAL COMPRESSION TESTS ON LACUSTRINE SILTY CLAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
TOTAL STRESS CIRCLES 4
( u.
en
...I 3 rli Cl>
w a:
I-Cl>
a: 2
~
- J:
Cl) 1 0
1 2 3 4 5 6 7 8 NORMAL STRESS, u - KSF EFFECTIVE STRESS PATHS 5
c' =0.182 KSF 4 4 = 28.6°
- u. sin t/I =tan fJ en
~ c' =a /cos <II I
3 N
lb"'
I lb 2 o82A D 828 1 <) 82C 1 2 3 4 5 6 7 8 (Ci 1 + lJ'3 )/2- KSF FIGURE 2.5-204 MOHR CIRCLES AND EFFECTIVE STRESS PLOTS FOR TRIAXIAL COMPRESSION TESTS ON LACUSTRINE SILTY CLAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
TOTAL STRESS CIRCLES 4
LI.
t/)
~
- .. 3 uj fila:
ti) 2 a:
~
- c
(/)
1 1 2 3 4 5 6 7 8 NORMAL STRESS, er- KSF EFFECTIVE STRESS PATHS 5
c' = 0.586 KSF 4 "'I : 31.5° LI.
t/)
sin </:I = tan /3
~ c' =a I cos </:J'
- f N
I 3
lbl")
I
-lb 2 o 81A D 818 1 <> 81C 1 2 3 4 5 6 7 8
( <J' 1 + iJ' )/2- KSF FIGURE 2.5-205 3
MOHR CIRCLES AND EFFECTIVE STRESS PLOTS FOR TRIAXIAL COMPRESSION TESTS ON ORGANIC SILT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984
lB_ANK RUN GRAV . t::1 TOP.SOIL J*
TILL r -
TOP QFRQCK t h Ji (A) LEVEL SPREAD FOUNDATION tcL BERM ... (~CL RAILROAD k - - 2 0 -0" (TY~.)---,,...-:
1 BANK RUN GRAVEL
~
l
_[ - -
TOP OF ROCK I (B) CUTOFF TRENCH FOUNDATION SCALE: 1" =10' FIGURE 2.5-206 TYPICAL CROSS SECTIONS OF EMBANKMENT FOUNDATIONS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1Q84
CL LAKE BASE COURSE ROAD' STRUCTURAL F-ILL SUBBASE COUljSE BANK RUN GRAV.EL 10'
]FILL I
~tflLL- , --------".!,~......_
1i Ji ?i Jilj ?j
[TOP OF ROCK FIGURE 2.5-207 CROSS SECTIONS OF LAKE ROAD ABUTMENT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 **- - -- - - -- OCTOBER 1984
.------------------------------~'>------------------------------------...
N (BLOWS PER FOOT) 0 60 80 100
.....~r--r-r-.~---.,.-----,..----,----.....,..-., 1257.4
. ~o 0
! .25~.oo
--ir-----,-----; 250 1
240 2 230
- LL' f/J
~
220 f/J f/J w 3 cc u..
f/J 210 z w 0
> ~
t:= <
(.)
w 4 w
II. 200 ..J II. w w
190 5
180
'\ \
6 I \ \ \
\ 170 I I \ \ \ \
I I \ \ \ \
\ \
'\
I I \ \
\ \
I l \ \
\
\
' \
I \ 160
\
I I \
7 40 50 60 70 80 90 100 RELATIVE DENSITY %
GIBBS & HOLTZ I FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. 88-1 f> SAND I SHEET 1 OF 10 V
J GROUNDWATER *t ----------------------------------1'
'::"' TABLE NIAGARA MOHAWK POWER CORPORATION A l TOP OF ROCK NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT Al\AS::l\ln~.H::l\IT 1.d
N (BLOWS PER FOOT) 40 60 80 100
! 255.00 1
250 240 2
LL 230
~
en
-z w 3 i='
a: 220 LL I-
"'w> 0 t=
t=
(.)
w 210 ~
w 4
2*00 5
190 180 6 I I \ \ \ \
I I \ \ \ \ \
I \ \ \ \ \
I \ \ \ \
\ \ 170 I \ \ \ \
\
\
I \ \ \
\ \
I I \ \ \
7 40 50 60 70 80 90 100 RELATIVE DENSITY%
GIBBS & HOLTZ FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. BB-2 I!> SAND SHEET 2OF10 V GROUNDWATER
'=' TABLE NIAGARA MOHAWK POWER CORPORATION x l TOP OF ROCK NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 nr.T<1~Fs:l 1QAJll.
N (BLOWS PER FOOT) 0 20 40 60 80 100 D
1 250 2
- 240 u.
en
- II::
en 230 en w 3 t-
....encc u.
z w 220 0 j:: ....
cc
(,)
w 4 w
- u. ..J
- u. 210 w w
200 s
190 6
' \ \ \
'\ \
'\ '\ \
\
\ 180
\
\
I I
\ '\ \
\
\
\ \
\
\
'\
I \ \
\ \ 170 I I \ \
7 40 50 60 70 80 90 100 RELATIVE DENSITY %
GIBBS & HOLTZ FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. BB-6
" OTHER SHEET 3 OF 10 V GROUNDWATER
'::' TABLE NIAGARA MOHAWK POWER CORPORATION
- X x TOP OF ROCK NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMFNT 1.4 n~Tl"\Rl=R 1 QR.ti
N (BLOWS PER FOOT) 0 20 40 60 80 100 0
260 1
255.00 250 2
u.
en 240
~
en en
-z w 3
,_£C 230 u.
en w 0
> j::
j::
(J 220 >
w 4 w
- u. ..J
- u. w w
210 s
200 190
' \
6 I I \ \ \
I I \ \ \ \ \
I I I \ \ \ \
\ \ \
I I \
\
l \ \ \ 18_0
\ \
\ \ \
\ \
I I \
7 40 50 60 70 80 90 100 RELATIVE DENSITY %
GIBBS & HOLTZ FIGURE 2.5-208
©SAND BLOW COUNT PROFILE FOR
[!] SANDIN>100 BORING NO. 88-7
~ OTHER SHEET 4OF10 V GROUNDWATER
'=' TABLE NIAGARA MOHAWK POWER CORPORATION A l TOP OF ROCK NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT f4
N (BLOWS PER FOOT) 0 20 40 60 80 100 o m-r~~""""":--e--==~====::r:====r====:::-1 267.8 1 260 v 255.00
-=-
2 250 LL rn
~
rn rn 240 w 3 j::'
cc LL I-rn 230 z w 0
> I-
~ <
(J w 4 w
210 5
200
'\ \
6 I \ \ \
'\
I I I \ \ \ 190 I I \ \ \ \
\
' '\
I I \ \
\ \ \
I \ \
I \ \ \
I 180
\ '\
7 40 I
50 I
60 I \
70 80 90 '100 RELATIVE DENSITY%
GIBBS & HOLTZ FIGURE 2.5-208
©SANO BLOW COUNT PROFILE FOR I!] SANDIN>100 BORING NO. 88-8
~ OTHER SHEET 5OF10 V GROUNDWATER
.,.. TABLE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2
- x: x TOP OF ROCK FINAL SAFETY ANALYSIS REPORT AMFNnMl=NT 1.4 (')~Tl1RI=~ 1 ORA
N (BLOWS PER FOOT) 0 20 40 60 80 100 0 - - - - - - - - - - - - - - - - - - - - - - - - - 270.8 270 1
260 2
255.00
- u. 250 fl)
- i.::
f l) fl)
LL.I 3 p a: 240 u.
I-fl) z LL.I 0
> I-j:: oc(
230 0
w >
LL u.
4
210 200 6 I
' \ \ \ \
I
\
I \ \ \
I I \ \ \ \
\
I I \ \ \
\ \. 190 I \ \ \
\ \
I \ \ \
\ \
I I \ \ \
7 40 50 60 70 80 90 100 RELATIVE DENSITY%
GIBBS & HOLTZ
(!) SAND FIGURE 2.5-208
[!J SANO!N>100 BLOW COUNT PROFILE FOR OTHER
~
BORING NO. 88-9 V GROUNDWATER SHEET 6OF10
..,.. TABLE x x TOP OF ROCK NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT t"'lf"'Tt"\QCQ 1 OOA
N (BLOWS PER FOOT)
_ _ _ _ _40_ _ _ _-E:9-,-----....,..----_,....---.
0 20 60 80 100 0 _ _...__ _ 261.4 260
'-----r-----r-------i
~ 255.00 1
250 1 I \ \ \ \ \ 180 6
I I
I I
I I
\
\
I
\
\
\
'\ \
\
\
\
' \
\
l \
I \ \ \
\ 170
\
I l \
\
I \ \ \ \
7 40 50 60 70 80 90 100 RELATIVE DENSITY%
GIBBS & HOLTZ FIGURE 2.5-208 BLOW COUNT PROFILE FOR
~SAND
. BORING NO. 88-19
. SHEET 7 OF 10
~ OTHER V GROUNDWATER NIAGARA MOHAWK POWER CORPORATION
'=' TABLE NINE MILE POINT-UNIT 2
N {BLOWS PER FOOT) 0 20 40 60 80 100 0
! 255.00 250 1
240 2
230 LI.
UJ
~
220 UJ UJ
-z w 3 i=
cc LL.
I-UJ 210 w 0
> I-i= <(
0 w >w 4
190 s
180
' \ \
6 I \ \
I \ \ \ \ 170 I I \ \ \ \
\ \ \
I I I \
' \ \ \
I \ \ \
\ \ \
I \ '\ 160
'80
\
1 40 I
50' '
60
\
70 90
\
100 RELATIVE DENSITY %
GIBBS & HOLTZ FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. 88-20
(!) SAND SHEET 8OF10 V GROUNDWATER
.,.. TABLE NIAGARA MOHAWK POWER CORPORATION x I TOP OF ROCK NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMFf\lnMJ:'NT 1 A t"'H"'Tl"\CC'C 1 ~QA
N (BLOWS PER Foon 0 20 40 60 BO 100 0 _ __,~--.-----~-.-----~---.....,.-----r---. 276.5 270 1
2
-LL 260
~
255.00
""a:
w 3 250 t-LL t-
"">w z 0
j::
j:: ct 0
w 240 >
w 4
230 5
220 210 6 I I \ \ \ \
I I \ \ \ \ \
\ \
I I \ \
I I \ \ \ \
\ \ \ 200 I I \ \
I \ \
\ \
I \ I \ \ \
7 40 50 60 70 80 90 100 RELATIVE DENSITY%
GIBBS & HOLTZ FIGURE 2.5-208 BLOW COUNT PROFILE FOR
~SAND BORING NO. BB-22 SHEET 9OF10
~ OTHER V GROUNDWATER NIAGARA MOHAWK POWER CORPORATION
'=" TABLE NINE MILE POINT-UNIT 2
- x x TOP OF ROCK FINAL SAFETY ANALYSIS REPORT Al.ACl\11"'\lAl:::AIT '4 A ""-rl"'\ru~ n o1 no A
N (BLOWS PER Foon 260 2
- u. 2ss.'oo en
- ic::
250 en en w 3 t-a: u.
I-en 240 z w 0
> j::
j::: <C (J
w >
w 4
- u. 230 ..J u.
w w
220 5
210 6 I I \ \ \ \
I I
I I
I I
I
\
\
\
\
\
\
\
\
\
\
\
\ 200
\
I t \ \ \
\ \ \
I I \ 190
\
I \ \
7 40 50 60 70 80 90 100 RELATIVE DENSITY%
GIBBS & HOLTZ FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. BB-23 SAND SHEET 10OF10
" OTHER V GROUNDWATER
'=' TABLE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 x I TOP OF ROCK FINAL SAFETY ANALYSIS REPORT AMFNnMFNT 1 A. nr.TnRS::Q 1 as:u
llfl JJ h J; h Ji (A) EAST BERM (B) LAKE ROAD BERM CL BERM j
~ ~ ~
~ ~
~ ~
~ILL
~ ~
,I Tl~L llLL
~
(*
EL 260' J, ;, Ii ~ Ji fi fj h (C) WEST BERM (D) SOUTHEAST BERM FIGURE 2.5-209 TYPICAL BEAM CROSS SECTIONS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 23 DECEMBER 1985
280 275 270 265
....0 0
LL 260 255 0 10 20 30 40 FOOT FIGURE 2.5-210 SLOPE STABILITY- EAST BERM AT STATION 5+68 - CASES I & 11 SHEET 1OF4 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
275 270 PMF 265 l-112 PMF \1 o
0 LL 260 ROCK 255 0 10 20 30 40 FOOT FIGURE 2.5-210 SLOPE STABILITY - EAST BERM AT STATION 5+68 - CASES Ill & IV SHEET 2 OF 4 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
0
(")
l-o 0 N Q u..
0 t> Ir 0 I.I'>
c.o II)
I.I'>
C\I N N 100:1 FIGURE 2.5"210 SLOPE STABILITY-EAST BERM AT STATION 10 +22 - CASES I & 11 SHEET 3 OF 4 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1QRR
N
,.. [> 11 Co?
II CJ) u: 0 UI en (")
0 ll') olS
~ LL
- E II 0.
u:
(J) ~
Q
....0 N 0 LL 0
100~
FIGURE 2.5-210 SLOPE STABILITY-EAST BERM AT STATION 10 +22 CASES 111 & IV SHEET 4 OF 4 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
Q co Q
U')
1-o Q
~
0 u.
Q C")
Q 1:\1 Q
C'll ,...
0 0 0
Q en 0
co 0
co M M M C'll C'll C'll
.LOO:I FIGURE 2.5-211 SLOPE STABILITY- LAKE ROAD BERM AT STATION 13+00 - CASES I & II SHEET 1OF2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMEN OM ENT 26 MAY 1986
0 It) 0 I-
"" 0 0
u.
0 N
0 0 0 0
0 CD 0
co ,....
0 0
<O 0
It)
M M N N N C\I C\I l.00:1 FIGURE 2.5-211 SLOPE STABILITY - LAKE ROAD BERM AT STATION 13+00 - CASES Ill & IV SHEET 2 OF 2 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
C)
U'J C)
...0
(") 0 u.
C) 0 0 C) Q 0 en U)
Cf) N (\I (\I 100:1 FIGURE 2.5-212 SLOPE STABILITY - WEST BERM AT STATION 5 + 30 - CASES I & 11 SHEET 1OF3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMFNOMFNT ?R l\AAV 1QRR
0 co 0
It) l-o 0
0 LL.
(")
0 N
0 0 0 0 0 co co Ill N """
N N N
.100.:1 FIGURE 2.5-212 SLOPE STABILITY - WEST BERM AT STATION 5 + 30 - CASE 111 SHEET 2 OF 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
0 co 0
in l-o 0
o LL
(')
0 0 c 0 Q) co lt)
N N N
.100.:J FIGURE 2.5-212 SLOPE STABILITY - WEST BERM AT STATION 5 + 30 - CASE IV SHEET 3 OF 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 26 MAY 1986
- f. I 0 0
~
¥ t & IC Q ** t
'# UL H C l
/
FIGURE 2A-1 0 2 SCALE-MILES 0 2 3 4 SITE VICINITY SCALE-KILOMETERS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
BASIC ASSUMPTIONS
- PLUME INDUCED TURBULENCE PREVAILS.
- ROUND BUOYANT TURBULENT JET THEORY APPLIED.
- MIXING AND ENTRAINMENT MECHANISM TAKES PLACE OF DISPERSION MECHANISM
- GAUSSIAN DISTRIBUTION FOR t4EAT MOISTURE DENSITY AND VELOCITY PROFILES.
- HEAT, MOISTURE, BUOYANCY ANO MOMENTUM CONSERVED u
(To,RHI BASIC EOUATIONS CONTINUITY* BOUNOARlfS OF
+ v)] =2blamY + a 1Usin8 cos Bl VISIBLE PLUME l 2
dds [b (2Ucos9 a -MOr.AENTUM :
dds ( ~
2 l2Ucos8+VJ co1B]
2
- 2bUlam IJ +a, Usin Bees 81 +.ljcdU 2 b1in 38 L
z- MOMENTUM ds b2 d [ z12Ucos8+vJ 2 sin8]
U =AMBIENT WINO SPEED
- b 2 9 Po-P -
Pa
./Z CdU 2 bsin 2 8cos 8 To : AMBIENT DRY BULB TEMPERATURE RH: AMBIENT RELATIVE HUlllDITY DENSITY V : PLUME VELOCITY
- s [b 2 (2UcosB+vHp 0 -pl] =O T : PLUME TEMPERATURE p *PLUME DENSITY CONSERVATION OF MASS* po=AMBIENT AIR DENSITY dds [b 2 (2Ucos 8 +Vlcp]: 0 S =DISTANCE ALONG PLUME CENTERLINE (ft)
- =EXIT CONDITIONS GEOMETRIC h =HEIGHT OF TOWER
.2.!..: cos 9 .2l = r.in 8 ds ' ds 8- ANGLE BETWEEN THE AXIS OF THE PLUME AT ANY POINT FIGURE 2C-1 ON THE AXIS AND THE HORIZONTAL b - LOCAL CHARACTERISTIC LENGTH, LINEARLY RELATED 10 THE STANDARD DEVIATION OF MOISTURE CONCENTRATION. THE PLUME COOLING TOWER PLUME DIAMETER IS CALCULATED FROM THIS LENGTH AS 2. V2 b MATHEMATICAL MODEL Om - MOMENTUM ENTRAINMENT COC:FFICIENT al - THERMAL ENTRAINMENT COEFFICIENT Cd -DRAG COEFFICIENT NIAGARA MOHAWK POWER CORPORATION 9 - ACCELERATION OF GRAVITY NINE MILE POINT-UNIT 2 rp- MOISTURE CONCENTRATION ALONG PLUME CENTERLINE. FINAL SAFETY ANALYSIS REPORT
80 2
c.>
~70
<n z
0
...J
...J
~60
"'2
....0
- )
PERCENT RELATIVE
> HUMIDITY
!!: so +--~~~-~-t-~---t~~~~:--~-t--"'~~-t---=oo.-.....i100%
. <(
t-x LI.I CURVE PARAMETERS FLOW* 100 PERCENT 40 - - - RANGE* 27.0°F ---1-----+-~--+-~---'~--i-----;
DESIGN 1580000 GPM DESIGN POINT: 50%
HOT WATER TEMP. I t7°F 30 ----t-- - - i coLD WATER TEMP. 90°F WET BULB TEMP. 74°F 20L------+------+------+------+------+-------+--------t
~ ~ ~ 50 ~ ro ~ oo WET BULB TEMPERATURE, °F FIGURE 2C-2
- ~~~~~~~~~~~~-
COOLING TOWER PERFORMANCE CURVES EXIT AIR VOLUME VS WET BULB TEMPERATURE NIAGARA MOHAWK POWER CORPORATION NlNE MILE POlNT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
75%
100%
I&..
0 CURVE PARAMETERS FLOWc 100 PERCENT RANGE* 27.0°F DESIGN 580000 GPM 50 w
.....-----1-------~-----+------+------+------;.----~90~
~ ~ oo ~ ro ~
WET BULB TEMPERATURE. °F FIGURE 2C-3 COOLING TOWER PERFORMANCE CURVES EXIT AIR TEMPERATURE VS. WET BULB TEMPERATURE NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
TURl(l!Y POINT
~ 20--
MECHANICAL DRAFT TOWER
...,\
cf
....2 15- I a:Q 1.1..
I
/ '"-
.... 10-/ '
~ I '
~ ',
I
~ 5~ ,,
o._____..__.___.....__,___..__.___..__.____._____..__.___.....__.___,
100 200 300 400 500 600 700 BOO DROPLET DIAMETER (MICRONS)
(/)
~ 40 ,_ S E:.W COMPOSITE 2
!!: 30 ....
a:
0
~ ~o ....
~
ffiCL 10 -
O..____,_____....____,_____,_____,.....____...._,_________. I Do o, D2 D3 D4 D!I Og o.,.,IC DROPLET DIAMETER (MICRONS)
Cl)
/
..e..\ FORKED RIVER Cl) 40 ,_
""2 I
/ \
\
NATURAL DRAFT TOWER I- I \
!!: 30 -
¢ Cl:: I '
~\\
Q
.... 20 -
z
',u... . .
w I u
ffi a.
10 ....
..____..__,___.....__.___.....__,___..__.___ .....__1_ _ _.....__,_ _ _. . . _ 1_ ___J 0
0 !() 100 150 200 250 300 350 400 DROPLET DIAMETER (MICRONS)
FIGURE 20-1 DRIFT MASS DISTRIBUTION BY DROPLET SIZES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
10 I --------r----------,
'°b 10°1----_..,.:--'""r--+---------t
.,u K
E u
Ill E
itl 0.3 1 - - - - - + - i f - - - - - +- - --t--- -- t u Ill>
+ !:.
.... ~
t: Q.
~ I 0
10- 1 1-----~::---l-~,--J~~---I
- w:
40 30 20 10 0
10"" ....__ _ _ _ ___.__ _ _ _ __
0.02 0.04 0.06 0.08 0 50 100 DROPLET DIAMETER (CM) RELATIVE HUMIDITY (%)
NOTE: FIGURE 20-2
~~ =[47Tdl+~')][K(po-Pb)]
DROPLET EVAPORATION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
1.0-----,..----..,.-----~----"'T"""-----,
0.6
~,o c* c 50 40 0.4 30 TOTAL 20 DISSOLVED SOLIDS 10 (PPT) 0.2 ORY PARTICLE 0
100 80 60 40 20 0 RELATIVE HUMIDITY (%)
NOTE:
Do : INITIAL DROPLET DIAMETER Oaq: EQUILIBRIUM DROPLET DIAMETER FIGURE 20-3 EQUILIBRIUM DROPLET DIAMETER NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 3 JUNE 1983
~
j::
.:". . ~~ ....
ft e~
r; !l 2 II zz u;Q wt--
~-~
uZ a::=>w
~
~
W I a:
~ ~!~
- a
- ~
~ ~~=
.,.g ~ ~ =>< ~ 1-ia
":: :l 3~ ... !
C>o ~z~
l:i:~
~
~
~ g I- ~o~
- la.. :z:
>z < <
w a..:5 rW>
1
,.. :lr:
ti
+/-
"I O...J
- i;-
<::E~
T,tW w ~WU>
a:
! ::> ~z;;!
Cl ii: zzf r
zl a
~- ~ ..,.;-
{
g I
~l Ij r
~
ft I ~- I
-~--**~~
~ ~ 96A I
+ -400H MAIN STACK
~
~ 968 99A l
+ 300N
~HYT / GTS IUNN[L
~
[fill "Y" rlGCllE 1...atR
- 200H
"'P"'l.r-FIGURE 2H-1A NORTH ELECTRIC TUM*EL KEY TO MAPS OF MAIN STACK
& UNDERGROUND EXHAUST TUNNELS
,,oRrn AUX BAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT9 MARCH 1984
tOOLING WATER l l"T.-KI!: SMAFT
~u ,0 , co
\
'I 6.1 HOCi Na:> H l ""
"' *h((l 66 ~!m: <*o.l 67 I*<'> ..... ~tOO 68 ol': *~
IS.I "'ff j 6f illl Ml. :Yji :*1!;
64 '$ ff
.,f'?
68 6J1 TO t
10.00 llUJQ Iii *~*OJ .a;co t.~
1&*00
~'-4 I I
~-
i!~J 9 "1'i
- .. ..110* L1tfTM.E.$tt*l'l "--O:Ff'~U 511<\FT TUNNEL N0.2 (EAST)
I
- o o 60 I
lN'tlJITMAP, flOlil FIGURE 2H- 2 ROOF' MAP, F1i 71 KEY TO MAPS OF SHAFT AND TUNNEL WI ID.NJMY C.: FlG EXCAVATIONS AND EXCAVATIONS OUTSIDE OF MAIN PLANT AREA NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY I
ANALVSIS REPORT
I I
\
j I
I
\
I I
I
\
I I
I
\
\
'\
I I
NOTE SU NOTE 81 l iN TMt.E OF COIHf.Nt 5
\
I ' LEGE rm ARD. OF' IN51"£CTfD TOP OJ" 8EOR0Ctt.
I -- - I D NtU OF th5P£CT£D AHD MAPl'(D PINAL AOCIK Cffl;Cl ,
f5ll INVf.R1 FIGUffCS.
RELOCATED COOLING l1JWER ORIGiff.lL PHOP05£D u>c:ATtCIH: or COOi.iNG TO.CA AH!> PU'UiG 'fJIEfrtCH£S
--- REVISED UK:ATIOH OF COOU~ TOWER
&-A
_,' \[&ll' II.I J*rt
(
I
(
(
/ FIGURE 2H-3
,/
COOLING TOWER AREA BEDROCK INSPECTION & KEY TO GEOLOGIC FEATURES NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
1 NDRTIO
~***ST4t<
r- - -, &RE& OF l~E'1DJ 1~ Of IL ___ JI lllEDflOC*.
AREAS or ruTUR[ fJCCA'IATIOfrll
'I I.HD 1NSPCtllON, I
I I
...r"*
C'J l*U I I
I I 'totic , .. CH cul a.1.c~ 1z"'t I ~t.iO *NSP(Cl'EO ,
I I
I I
TUfOJEl \ I I
n.nc;o tl nso CONTROL El Ill~*
I UUll..PING I I
TRA .. $rORWCR PIT I CL. IOt ~
I fl. 1340 I frofOTt £JfTIR£ OPOSCD ltOClil' SURF~CES C# l.A<<t I w.UER Tl.mltf.U 'WUl"f l!OP'l:CTED I
I 40 o "'o ea I K;U I I 1C.tlC 1111 ~(CT I
I I
OJC,CL I 0£ .. [RAfOA I
IUILD1NG I FIGURE 2H-4 I I I u .. UlO I
- I BEDROCK INSPECTION & FOUNDATION I ,----[;;;u;;-----l GRADES-MAIN PLANT AREA
"'ATCH TO FIGURE ~ II '
I NIAGARA MOHAWK POWER CORPORATION L--------------.J I I NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT
MATCH TO FIGURE 4 I
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FIGURE 2H*5
BEDROCK INSPECTION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
t NT!.JCE SUAFT ~
CIRC. W4.lER PIPlf.IG CNCASEhlE!il CIRCULATING
,..ATER INTAKE
LEGEND SEISMIC l AREA/QA t.ll l - M.APPED tONDEh . .T£/ SEISMIC l AREA/QA CAfl - 10 Bf ntAVATlQ A.NP WAPP£0 PUWP PIT-1 0 D CtRt WATfA SOUTH IAUI( ill* DISCtlAAGC SEI 5MIC 1 AREA I HOT QA CAT I - MAPP[O. 0 0 SOUTH ELji:'.C lUHHEL *AU.$ TO 8E MAPPED, CONTROL BUil.DiNG T~ANSFPff'ilEH Plr
?'5ei: t<.V sw1TCttURO H!l kV SWIJCtttARD FIGURE 2H*6 OtESEL GtNCRATOff l!Ull.OlfCG OA CATEGORY 1 & SEISMIC 1 AREAS I AND FUTURE MAPPING CIRC 1114TER PIPING TRENCH I
l oou** NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANAL VSIS REPORT
TUNNEL NO I (NORTH) ..oo ;::~ ~*~O ...,., '"" "°" """ '""'
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.--~~~~~-_____J 5£RY!CE WATER PIPlLINE CIRC. WA.TEA f'lt'lflG
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- 2. N7l-£. e!l*W 1& H7o*r-fne*w. 76"W >>DIST, OREY BADWN..
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'- N1e*W,!14"E' 19 H.a*w.e&*£ DEttSE 1 tlAR0,0AYP,GREY BROWN. UHwtATHEft£D GUCIAL TILL.
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'°' N7Z."E, 89"W FIGURE 2H- 10 GEOLOGIC MAPPING- SOIL WALL REACTOR SOIL EXPLORATORY TRENCH NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
( 340 370 390 400 420 *430 440 450 470 490 :110 520 5JOE 380 ~'{t'A~H~ IFIC. 961 3llO
- no .570 l<OR111 Ui.4G0flAL WALL--......_
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HVT /GTS TUNNEL - FLOOR S'S - SNCl51Gf£ FIGURE 2H-100 Sl.lSl -SLTStO'E HVT/GTS TUNNEL FLOOR (N.E. PORTION) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS MARCH 1984
!ZOE l30 MO l50 eo 170 ea 1lO 200 211 220 230 240 250 :ieo 270 280 290 JOO 311 320 33CE 3.10H -
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NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS MARCH 1984
SE CORNCR SECTION A 143 5 S, 72 E ENO OF WALL
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~ !iANDS10NE: I !iH6.LE I SILTSTONI GAN .. GREEN BfUOt - BROKEN GEOLOGIC MAPPING- WALLS SOUTH AUXILIARY BAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANAL VSIS REPORT
I REACTOR SE CORNER SOllTH 12615, 54 5'E TOP OF RUCK
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,. NIAGARA MOHAWK POWER CORPORATION SUL[ lf't ftrt NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT
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- 126' 132" 138' NINE MILE POINT-UNIT 2
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~ FIGURE 2H-34
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