ML22292A105

5 to Updated Final Safety Analysis Report, Chapter 2, Figures 2.5-110 Through 2H-42

ML22292A105
Person / Time
Site:	Nine Mile Point
Issue date:	10/05/2022
From:	Constellation Energy Generation
To:	Office of Nuclear Reactor Regulation
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Text

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ZONTALROCK DISPLACEMENT STATIC SOIL OsR PRESSURE VERMICULITE PRESSURE DUE TO HORIZONTAL ROCK DISPLACEMENT, 0'11R STATIC WATER

PRESSURE, STATIC SUR*

CHARGE PRESS, us,.

DYNAMIC SOIL PRESS, Oos DYNAMIC WATER PRESS, Oow DYNAMIC SURCHARGE

PRESS, Go~

VERMICULITE CONCRETE PRESSURE DUE TO HORIZONTAL ROCK DISPLACEMENT, CJ VCR STATIC VERMICULITE PRESSURE CJ sv DYNAMIC VERMICULITE PRESSURE. 0 ov 0ss = [YsAT IH1 > + Ysue <H2 l] Ko Osw= Yw Y1 o*sv = ~v H*

Os~= ql<o Oos = 0.75GH [rsolT (H3l-Yw (H%J]

0 0 w = 0.7 [ D.875(G..,l Yw ~]

O'ov = 0.75 GH [(~v) (H*l - ~ w(H*J O'o'l = qGH Ko OsR =[ YsAT Hi+ Ysua (H2l] Kn 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

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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

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0 CREENWELL AND PUMPHOUS BUILDIN HEAT BAY ELECTRICAL NORMAL SWITCH GEA BUILDING 50 100 SCALE-FEET RADWASTE~--+-A..._. __

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SCALE IN FEET DIESEl GENERATOR BUILDING FIGURE 2.5-113 It_ SOUTH DOWEL LOCATION PLAN NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983

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BOREHOLE OC-2 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT

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BOREHOLE OC-2 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT

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NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT

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BOREHOLE oc-7 STRESSMETER RECORD NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT

SOURCE:

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+*111 FIGURE

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RELATIVE DISPLACEMENT PLOT INCLINOMETER 803 23 '- 27' NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT - UNIT 2 FINAL SAFETY ANALYSIS REPORT

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130' 130'-

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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

EXISTING OVERBURDEN SOIL ---'-._

UL3 VARIES I

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TYPICAL SECTION -

REVETMEHT*OITCH I EXCAVATION SLOPE TO BE 1.0H',.av, OR FL.A TTER, AS OIRECTED BY TilE ENOINEEIS SCALE: 1" - 10' NOTE: SEE REF 217 FOR MORE INFORMATION ON STONE SIZE UMITS ANO GRADATIONS TOP OF REVETMENT -

EL 263'*0" MEAN LAKE LEVEL -

EL 248'*0" LEGEND

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NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 22 NOVEMBER 1985

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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

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100

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FIGURE 2.5-132 TRIAXIAL SHEAR TEST RESULTS SOURCE: MEANY AIRPORT ROAD PIT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 5 OCTOBER 1983

(

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r 1

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.:::::.:.:.::~:;~:;:~:~:~:~:~:::::::::

~...._6" POROUS CONC. PIPE EL.163'*10" 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 PIPES (TYP.)

SUMP "B" 8" POROUS WALL UNDERDRAIN PIPE W/ POROUS CONCRETE AROUND THE PIPE (TYP.)

3' VERTICAL SHAFT CONNECTED TO SUMP "B" ------

NOTE: NOT TO SCALE SUMP "A" 4'-6" DIA.

BOT. ELEV. 155"*6" (TYP.)

ROCK FACE REACTOR & AUX.

BAY MAT PLAN ELEV. 163'-10" (UNDER MAT DRAIN) x ROCK FACE 3' VERTICAL SHAFT CONNECTED TO SUMP "A" REACTOR & AUX BAY WALLS PLAN ELEV. 175'-0" (ABOVE MAT DRAIN)

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' CASEI CASE II LAKE LEVEL 248.82 249.50 EARTHQUAKE SSE(0.15g)

OBE(0.075g)

SAFETY FACTOR 1.07 1.51 FIGURE 2.5-135 SEISMIC STABILITY ANALYSIS FOR THE REVETMENT-DITCH SYSTEM -

INPUTS AND RESULTS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 11 JUNE 1984

Cl WCi1 WESTERN LIMIT OF DESIGN MOVEMENT COHDCNSATl PIAF I'll I

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FIGURE 2.5-136 DESIGN CRITERIA: AADWASTE FAULT MOVEMENT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMENT12 JUNE 1964

A iTYPE 1:

L TVPE2A:

TVPE2B:

A TVPE3: L OUTCROP OF FAULT (TYP.)

STRUCTURE (TYP.)

A

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A L

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A L

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D_j PLAN NO SCALE A-A A-A A-A A-A FIGURE 2.5-137 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 N

CffC WAltR m~

Orf-CAS

• OE~AUZER l!ULlil<G CRC WAU:ll llsi::HIJIC£ E

E NOTES L 5'.AlC: 1 * *o' FIGURE 2.5-138 PLAN VIEW: PLANT COMPLEX NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984

EL 226'+/-

NOTE: BA<?KFILLS NOT SHOWN SCALE: 1" = *20' -0" FAULT

-=----- ZONE EL 234'+/-

EL 209.5' EL.190' FIGURE 2.5-139 CROSS SECTION 0-0 CONTROL BUILDING NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT12 JUNE 1984

/FAULT ZONE NOTE: BACKFILLS NOT SHOWN SCALE: 1 " = 1 2' EL 234.0' ---J r.

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 BUILDING

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..... _____ _ EL 175.0D' 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,

---"'!"'---~--~ _

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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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EL 244'+ (VARIES)

~FAULT ZONE FIGURE 2.5-143 CROSS SECTION H-H EXHAUST TUNNEL EL 190'+/-

NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 12 JUNE 1984

REACTOR BUILDING

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SOUTH ELECTRICAL TUNNEL A

EL 163.8'

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I FAULT ZONE FIGURE 2.5-144 CROSS SECTION 1-1 REACTOR BUILDING NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT12 JUNE 1984

..a

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EL 261.0'- ________

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SCREENWEU BUILDING SERVICE WATER TUNNEL EL244.0'_

NOTE: BACKFILLS NOT SHOWN SCALE: 1" = 10' RADWASTE BUILDING FIGURE 2.5-145 CROSS SECTION J-J SCREENWELL BUILDING NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT12 JUNE 1984

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.llJNF 1AR4

CONTROL BLDG EL 247.25' EL 209.5' DUCTLINE #907 STRUCTURAL BACKFILL1 - -

EL 261' DUCTLINE #922 MANHOLE#1 EL 190'

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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

EL 206.5'

,/

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BUILDING I

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l'lll!lly~4-.,...... 1!111..._-.----11; -EL 261.0' t

I AUX. SERVICES BUILDING CONC l*

FILL 1-

..__.,l.

.~,*~~:*:- * *

~~

~!

~

y...

-EL237.0'

1: ~: ~ *.;'~..

.~

REACTOR BUILDING

,-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

EL 229.5' EL 231.5' ELECTRICAL BAY (INCLUDING SERVICE WATER TUNNEL)

EL 245'

,......J..,.,.,.,__...~~---LL-~~

.* =.* =

• ~.....,..,,,.,.,,...,,.--~~~~~--,-,.....---~......,.,,~~.,..-..,.,..,,,

EL 242' EL 239'

. *. EL 224' CIRCULATING WATER ENCASEMENT

,,*:, ~:*..

..*.. ~~..., ~ ***

SCALE 1" = 60'

~:.::;::::=;;=~ :==IJEl EL 221' EL 210' EL 206.5' 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 0

~ 10-4 N

0 0.

0 0

N

-Do

-o 0 (0 -

0 Cl.

Cl a:~

I-w al od'g

~a o:>

a 0.

CJ v

IN PERCENT er' LEFT SCALE FOR FOLLOWING CURVES X SHEAR MODULUS OF ROCK RIGHT SCALE FOR FOLLOWING CURVES 8

DUMMY 0

DUMMY o-1 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 0

0.;;'

N -

0 0

0 0....

0 0

0 o:>

a:

01-

~w OCD co oc!f

~

0 0

0..,.

a 0.

0 N

BETA= DAMPING RATIO IN PERCENT FIGURE 2.5-151

~- -

[~Jt~EAN PRINCIPAL EFFECTIVE

'.... STRESS SHEAR MODULUS AND DAMPING 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 +/-

0.1 0.2 0.3 0

2 I

~. ~

Q

-i 4

~' :n zl lfJ q; I :e 6

q;'

~, ~

~

~

.q'

z; UJ (JJ I !:

8

r

'q' 10 i=-

12

~

c I-

11.

14 ---- --- -

w c 16 -----

18 20 22 24 TOP OF ROCK ELEV. 234 FT. +/-.

26 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

i1...,,

..J w

.: u a

IC "l

1;..

1 A

. ~f,

~ "

-90'

-110*

DIESEL GENERATOR r+A CONTROL BLDG BLOG

.. N ROCK 0

REACTOR CJ)

EL 234+/-

w BLOG z

i

a.

+

0 u

i 0

90' ROCK EL. 234'.+/-.

N ROCK EL. 248t MH#3 PLAN VIEW FINAL GRADE EL. 261

\\IH'I MH#1 DUCTLINE 907 (4'X4')

(12.5'X12.5')

EL. 247' EL 247'.t A

A.

STRUCTURAL FILL EL. 243' EL234'+/-

II I\\

A A.

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

I

\\\\,

t-------1 j

/--~ !

1

~

"t 0

0 g~

... UJ

... a; 0....J zO

<( a:

a..Z

b8

..J

~

N

...,...............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 ORGANIC SILT.

LACUSTRINE SIL TV SAND AND CLAY ---r-'

(A) UNDISTURBED BLOCK SAMPLE OF ORGANIC SILT TOP OF GROUND-EL 262.7' BLOCK SAMPLE OF ORGANIC SILT (9" *x 9" x* &")

CONSTRUCTION FILL -

SHOT ROCK CONSTRUCTION FILL -

GRAVELLY CLAYEY SAND i LACUSTRINE CLAY 1 SILT, AND SAND

,BLOCK SAMPLE OF 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 270.0' -

L...

EL 265.0'...

L...

EL 260.0'...

EL 255.0' BB-10....,........ '.........,...,

BB 13 BB 6

,---............ ------~---------

~

BB-7' '

EL 274.0'

- EL 270.0'

- EL 265.0' EL 260.0'

- 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 1

1 1

1 FIGURE 2.5-157 DECEMBER 1983 JANUARY 1984 FEBRUARY 1984 MARCH 1984 APRIL 1984 WATER LEVEL VERSUS TIME MEASUREMENTS IN PIEZOMETERS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1 984

PROJECT NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO.

BB-1 COORDINATES 112a4, 101.401 548.098.369 GROUND ELEV.111 257.4 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

1-B~'

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 1 APPROX. !BORING SPOON SAMPLED TO 6 °-6 11

)

5

~

§

~ ~

IA.I a:

1.11 8

0.....

~~

..JW

...lb.I z~ =>o

< i:

II. a. o.m

& l!i ~

om SAMPLE DESCRIPTION

~~

I>-

l'.2 0

....... lie ::I

~-

<t- <::i

!I! It!

11.<

111%

111> u>-

Ill 5-11-12 FILL: SIL TY SAND -

WIDELY GRADED, 20-lO* GRAVEL. COARSE TO F'INE -

5 1

23 SW 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 -

36-22-12

- s 2

14"1 34

( )

~

- s 3

45-42-2~ 56 14"1 BEDROCK: SANDSTONE -

LIGHT GREENISH

CRAY, CLOSELY JOINTED

• 250-NX THICK BEDDED, FRESH, MARC, rtNE GRAINE:D.

• CORI 1

~EC*2'-0' -

SS BOTTOM or HOLE: 9'-2" ll-24~ -

15 I. DATUM IS MEAN SEA LEVEL FIGURE 2.5-158

2. "' GROUND WATER LEVEL VI

3. BLOWS REQUIRED TO DRIVE w

2" 0.0. SAMPLE SPOON 6 OR I-DISTANCE SHOWN USING BORING LOG NO. BB-1 0

140 LB. HAMMER f ALLING 30".

z

• INDICATES USE Of 300 LB.

HAMMER. I I INCHES OF

(._)

c SAMPLE RECOVER'f'.

z

4. "ROCI< CORE RECO'.ERY/

NIAGARA MOHAWK POWER CORPORATION LU ROCK DUALITY DESIGN A Ti ON.

(.!)

5. STD. PENETRATION NINE MILE POINT-UNIT 2 L.LI RESISTANCE BLCWS/rT.

_J IJ. UNIF'IEO SOIL CLASSIF'ICATION FINAL SAFETY ANALYSIS REPORT SYSTE:M.

AMENDMENT 14 OCTOBER 1184

PROJECT NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO.

fill:::l_

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.

~

5 ~

§

§

~~

... a:

tll 8

a.....I

~~

...JI.I.......

zw ::iO

.... i::

0..0.. o..m

• 5~

> om SAMPLE DESCRIPTION

~ tli

I> ::a::z

~ ~

o.. c a:: :I d I!:

[>!! -

c... c::i Ill> u'"

II) lllZ a:

tll s,

8-17-14 JI SM FILL : SIL TY SAND -

WIDELY GRADED. 31* GRAVEL TO 0. 7" MAXIMUM.

260-

!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 20 RECOWPACTED TILL.

s 2

14"1

. s 3

15-13-21 34 141

( )

5-s 4

\\9-J4-J1 65 110"1 255-TILL: SIL TY SAND -

WIDELY GRADED. 211-29it GRAVEL TO 0.6

MAXIMUM, 18-29-42

- s 5

18"1 71 SI.I COARSE'. TO FINE SANO, 26-28* NONPLASTIC iO SLIGHTLY PLASTIC -

FINES, VE.RY DENSE, UOIST, OLIVE BROWN MOO'TLEO WITH GREY.

100/J.5" ~100 c;:

s BrDROCI<: SANDSTONE -

LIGHT GREENISH GRAY, CLOSELY JOINTED. THICl< -

Nie 1

CORE REC*1'-B" -

SS BEDDED, SLIGHTLY WEATHERED TO FRESH, HARO, FINE GRAINED. _

10 80TTOM OF HOLE: 10'-0M 2~-

15

1. D~. TUM IS MEAN S~A LEVEL FIGURE 2.5-159

z."" GROUND WATER LEVEL Vl J. BLOWS REOUIR(D TO DRIVE.

l..LJ 2" 0.0. SAl.IPLE SPOON I'" O?

~

DISTANCE SHOWN USiNG BORING LOG NO. 88-2 0

1-40 LB. HAMMER f ALLING 30".

z ito INDICATES USE Of 300 LS.

HAUMER. t l INCH£:: Of l)

':l SAii.Pl( RrCOV~!H.

z

4. KROCK CORE I<( COVEllY /

...J ROCK :JUA LI T'f o~:;F;NA r:o N NIAGARA MOHAWK POWER CORPORATION

(.)

!'!. STD PE.NE I RA TiOt.

NINE MILE POINT-UNIT 2 w

RESISTANCE 8LGWS/rT

...I

8. UNIFIED SOIL CLA$SIF"ICAT lOtl FINAL SAFETY ANALYSIS REPORT S'tSTEM, AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONTROL BERU J.O.NO.

12177 BORING NO. fil!..=.L 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?

§

~~

w Wll:

i~~

D....

§~

...JW......

Z!!f :::iO

< i::

O.Q. a.m om SAMPLE DESCRIPTION a~

I>-

1:::11

~;i 11:2 al

~

in:ic 111> u>-

Ill

llO -

u-n-111 FILL: CFIUSHED STONE -

POOFIL Y GRADED, DENSE, ORY, GREY.

- - s,

11!!1'~

39 GP

... 42-l)Q.

- s 2

>1-42 ML TILL: SANDY SILT -

NONPLASTIC, 6-19* GRAVEL T 0 0.5" MAX,. 40-4 2* -

~* 113'\\

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 FIGURE 2.5-160 2... G"OUND WATER LEVEL VJ J. BLOWS REOUIRCD TO DRIVE 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 l!OCIC OUALITY OE SIG NATION.

NIAGARA MOHAWK POWER CORPORATION t:)

5. STD. PE NE TR A TION NINE MILE POINT-UNIT 2 LL.I RESISTANCE llLOWS/f'T.

I. UNIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECT N~P2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO.

88-4 COORDllATES 1.283,526.425 548,046.175 GROUND ELEY.11) 258.9 SHEET 1 OF' 1

INCLINATION VERTICAL BEARING N/A 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 5 ~

~ @

~ ~

i.a

.., er 8

Q.-'

~~ ~~

..Ji.I.JW

!Q3 0:

z~ ::::>o 0.. a.

A. ID om SAMPLE DESCRIPTION

I>-

12 0

~........

Cl-c::i al

~

II.< a::2 Ill tnZ Ill> u>-

Ill TILL: SILTY SAND -

WIDELY GRADED, 20-30* GRAVEL, COARSE 10 FINE -

- s 1

5-n-n 22 SM SAND, 25-35* NONPLASTIC FINES. COMPACT, ORY, OLIVE BROWN 115"1 MOTTLED WITH GREY.

)

- C~~E 1 REC*f-11" -

SS BEDROCK: SANDSTONE -

LIGHT GREENISH GR"- Y, CLOSELY JOINT E:O. THICK

• BEDDED, FRESH, HARD. FINE GRAINED.

z~-

... 5-BOTTOM OF HOLE: 4'-8"

~-

11-245-

1. OATUla IS MEAN SEA LEVEL FIGURE 2.5-161 2,.f. GROUND WATER LEVEL l/J J, BLOWS REOUIREO TO DRIVE I.LI 2" 0.0. SAMPLE SPOON 6" OR I-DISTANCE SHOWN USING BORING LOG NO. 88-4 0

140 LB. HAMMER FALLING JO",

z

• INDICATES USE Of' JOO LB.

HAMllER. I l INCHES OF Cl SAMPLE RECO\\/ERY.

z 0

4. "ROCK CORE RECOVE!lY.I' LU ROCK OU,,LITY DESIGNATION.

NIAGARA MOHAWK POWER CORPORATION t.:l

6. STD. PENETRATION NINE MILE POINT-UNIT w

2

..J RESISTANCE BLOWS/Fl.

8. UNIFIED SOIL CLASSlrlCATION FINAL SAFETY ANALYSIS REPORT SYSTCM.

AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 PUP f'LOOO CONTROL BERM J.O.NO.

12177 BORING NO. D..::.L I COORDtNATES 1a2!3,07 3.308 547191-4.101 CROUN:> ELEV.m 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 wa:

8 a.-'

~-

...llJ........

~35

zw =>o

< i::

Cl.CL a.m

> om SAMPLE DESCRIPTION

~~ ~~ ::I>- ::12 li:;J ac:Z

<1-

!I...

Ill;>..,>

en enz a:

en GP fill: l:RU511EO ~ONE.

- s 1

3-8-10 18 SM fill: SIL TY So!<ND ~

• WIDEl Y GRADED, 20- 30* GRAVEL, COARSE TO flNE 112")

SANO, 25-35* NONPLASTIC flNES. COMPACT, ORY, OLIVE BROWN -

MOTTLED 'WITH GREY: RECOMPACTED TILL.

IBURIEO TOPSOIL; ORGANIC SIL TY CLA.Y -

UODERATEL y PLASTIC. SOFT l -

OL TO STlrF.MOIST,VERY DARk GREY TO BLACIC,PEATY.

)

280-2 10-11-8 16 CL/

s 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 *

~

4-1Dq<2"

- s J

14'

• 100 Nlt, REC*1'-7" -

SS BEOftDCIC : SANDSTONE -

LIGHT GREENISH GRAT. CLOSEl Y JOINTED, lHlr:K _

- COllE BEDDED, FRESH, HARD, FINE GRAINED.

ZM--

BOTTOM OF HOLE: 11'-0" i>-

2~ -

1!i -

I. DATUM IS MEAN SEA LEVEL FIGURE 2.5-162 2 *..f. GROUND WATER LEVEL tll J. BLOWS REQUIRED TO DRIVE 2" 0.0. SAMPLE SPOON 6 OR w

DISTANCE SHOWN USING I-BORING LOG NO. BB-5 0

140 LB. HAMMER FALLING 30".

z

• INDICATES USE or 300 LS.

HAl.IWER. I l INCHES OF Cl SAMPLE Rt:COVER~.

z

4. "ROCIC CORE: RECOVERY/

w ROCK QUALITY DESIGNATION.

NIAGARA MOHAWK POWER CORPORATION t.!)

5. STD. PENETRATION NINE MILE POINT-UNIT 2 w

RESISTANCE BLOWS/FT *

...J

8. UNIFIED SOIL CLASSIFICAT IOt-1 FINAL SAFETY ANALYSIS REPORT SYSTEM.

l )

AMENOMENT14 OCTOBER 1984

PROolECT NWP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO. li.=.L COOROltlATES 112152,836.757 541,962.924 GROUND ELEV.nl 26J.5 SHEET, or 1

INCLINATION VERTICAL BEARING N/A INSPECTOR O. ISLER DATE: ST ART /FINISH t2/6.182, 12/7/82 CONTRACTOR/OR~LER WARREN GEORGE/FARRELL n

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 TESTS1 1 PIEZOMETER !STANDPIPE TYPE)

COtilWENTS N

~

§

§

~~

U.l IX v; 8

a.....

~ ;=

~ >=

...J IJ........

z~ ::>o It. D. ILm

~~~

SAMPLE DESCRIPTION IL I!!

2>- 22 I-...J om

~~ l!j -

"'I- <::>

ill

~

IL< a:2 in> Cl>

ci Ill lllZ a:

111

- s 1

1<4-31-29 50 GP fill: CRUSH(O STONE -

POORLY GRADED. 2" MAX.. VERY DENSE, ORY.

112"1 GREy.

- s 2

72-100/4' IB"I

>100

( )

zao-25-77-35

- s J

I?")

113 J BURIED TOPSOIL; ORGANIC SILT -

SLIGHTL y TO MOUE RA TEL y PLASTIC, L n1 Vl'RY C::TIFF 1An1*q V"RY i'IARI< GR"Y TO Bl ACK Pl'ATY.

5-LACU::.1 "'"t. SILT ""u SAND:

13-68-15 SILT, NONPLASTIC, 0-51 GRAVEL. 10-20* COARSE TO FINE SANO, -

- s 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 120-34-!6 FINE SANO. 15-20" NONPlASTIC FINES, VERY OENSE, DAMP,BROWN, -

- s

!I 19")

120 GIA MIMED WITH SANDSTONE CCBBLES BELOW 8'.

s 6

100/!l.5..

~100

~-

10-NX REC*(-7" BEOROCI<: SANDSTONE -

LIGHT GREENISH GRAY, CLOSELY JOINTED, THICt<-

• ICOllE 1

SS BEDDED, FRESH, HARD. FINC: GRAINED.

BOTTOM or HOLE* 11'-"'"

250 -

15

f. DATUM IS MEAN SEA LEVEL FIGURE 2.5-163

2. -i-GROUND WATER LEVEL

(/)

J. BLOWS REOUIRCO TO DRIVE w

2" 0.0. SAMPLE SPOON 6" OR 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 DESIGN A TlON.

NIAGARA MOHAWK POWER CORPORATION

<.!)

5. STD. PENETRATION NINE MILE POINT-UNIT w

2

....J RESISTANCE BLO\\liS/F 1.

S. UNIFIEO SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO..f!..!L::L 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

'41 IX

~15~

o.--'

~~

..JW..JW z~ :;:,C

< i=

a. o. a. al om SAMPLE DESCRIPTION

I>-

1::1 0

>Ii!

l:il

~

a..< a: ::I VI> u>-

en CllZ IX Ill fill: CRUSHED STONE -

POORLY GRADED, 6" JIND LARGER, VERY DENSE, -

s 1

35-76-51 127 GP 2&5-112"1 DRY, GREY.

)

- s 2

n4~1t~ *100 5

41-1!1!-1!1 rill: SIL TY S,.ND -

WIOEL Y GRADED, 20-JO* GRAVEL, CO,.RSE TO FINE s

3 147 SM S,.ND. 25-JSll NONPLASTIC FINES. VERY DENSE, MOIST, 01.IVE 2&0-112"1 BROWN, CONT,.INING CINDER AND PEAT F'RAGMENT S; PREDOMINANTL 'I' -

RECOMPACTED TILL.

BUruc.u I ur-:>u1L: OHGANIC 51L T -

5lltiHTL T l 0 MOuc.rtATEL Y PLASTIC * -

2-16-24 OL SOl'T TO VERY STIFF, MOIST, VERY DARK GREY 10 s

4 1115"1

~o Bl ACk Pf&T¥ 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.

s 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 SS BEOHOCK: SANDSTONE -

LIGHT GR~~~l:;H GRAY, CLOSE:L Y JOIN TED, THICK -

RF'Onl"n F'IU'!;M 1-1.t.i:tn F'I GR.t.*N<"O BOlTOIA OF HOLE: 14'-I!

15 I. OATUIA IS MEAN SEA LEVEL FIGURE 2.5-164 2."" GROUND W,.TER LEVEL IJ)

3. BLOWS REQUIRED TO DRIVE w

2" O.D. SAMPLE SPOON 6" OR DISTANCE SHOWN USING BORING LOG NO. BB-7 0

140 LB. HAMMER FALLING 30",

z

• INDICATES USE OF 300 LB.

HAWMER. I I INCHES OF 0

SAMPLE RECOVERY.

z

4. "ROCK CORF: RECOVERY I' NIAGARA MOHAWK POWER CORPORATION w

ROCK QUALITY DESIGNA TlON.

t.!)

5. STD. PENETRATION NINE MILE POINT-UNIT 2 w

RESISTANCE BLOWS/FT.

...J I!. UNIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECi NMP2 Pt.4P HOOD CONTROL BERM J.O.NO.

12177 BORING NO.

(;EJ. s COORDIHA TES 1,282,360.516 547,938.061 GROUND ELEV.11) 267.8 SHEET 1 OF' 1

INCLINATION VERTICAL BEARING N/A INSPECTO!t

o. ISLER DATE: START HINISH 12/8/82,, 12/9/82 CONTRACTOR/DALLER WARREN GEORGE/FARRELL n

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 UJCl<

8

11.....

~ >=

~~

..JW........

~5~

z~ ~Q

11. 0..

0.. al om SAMPLE DESCRIPTION

~ ~

a>-

a::a 1-..J

~ !;3 o..c a: ::r ci-Ill lllZ a:

In> u>-

fl)

- s,

Si" 27 GP fill : 'i;KRuEs:,lu :>1u.... -

U!'lltu...,. b. t;uM>'A(; 1 10 VE1n Ou*:i.t., u t<T.

- s 2

o.>-r~

>100 265-

)

5 s

• 11>-!lll'.-

SM f'll.L: SIL TY SANO -

WIDELY :;RACED. 24-J4* GRAVCL TO 0.8.. MAX..

COARS£ TO FINE SANO, 18-JJA NONPlASTIC FINES. VERY DENSE, -

s 5

~

82 ORY, GREENISH BROWN TO BROWN ANO GREY. CONTAINING CINOtR.

PEAT. ANO GLASS FRAGM£NTS; PREOOMINANTL Y RE COMPACTED TILL.*

2150 -

- s 6

~

63 10- s 7

{J--~

60

. s 8

l>-3HI

11 1.JllUHlt.U I vr':>UIL:T't>K~r:F'~. t"oi~i. 'v\\'R\\ OARK.,~R;~r.1~ ~t'Acl<

1.P'EA1," L..:

~I Ill 255-s 9

>Jil 3

CL/ LACUSTRINE CLA'r ANO SILT.

SANDY CL.t,Y, WODERATEL'r PLASTIC, 4- !>* GRAVEL TOD. ~ ** MAlt.*

o+-21 ML

• • -:IZ* COARSE TO flNE SANO, VERY son TO son. '.>II I UR II TEO.

- s 10

!Ill 32 BROWN, GRADING OO'llNWARO INTO Sil T, S:..ICHTLY PLASTIC, 0 - 5*

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-BEDROCK : SANDSTONE UGHT GREENISH GR!:Y, MODERA TELY JOINTED.

Nll 1

llD+tl' SS THICK BEDDED. FRESH, HARO. FINE GRAINED ORE 2'45-aoTTOW OF HOLE: 23'-0" 25-240-30

1. DATUM IS MEAN SEA LEVEL FIGURE 2.5-165

2. ~ GROUND WA TE:R LEVEL tll

3. BLOWS R£QUIRED TO DRIVE w

2" 0.0. SAWPL£ SPOON 6" OR DISTANCE SHOWN USING 0

140 LB. HAMMER r ALLING 30".

BORING LOG NO. 88-8 z

• INDICATES USE or 300 LB.

HAMMER. I l INCHES Or 0

5AMPLE RECO\\IERr.

z 4

t1i ROCK COR£ RF.COVCRY /

!J.J ROCi< QUALITY DESIGhA ilON.

NIAGARA MOHAWK POWER CORPORATION C!)

!J. STD. ?ENE TR A TlON NINE MILE POINT-UNIT l.IJ 2

...J RESISTANCE BLOWS/FT.

6. UNIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 P~P FLOOD CONTROL BER~

J.O.NO.

12177 BOAi<<; NO *.m=.L COORDINATES 112821109.965 54 71943.0.: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 n

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 i~~

a.-'

t~

..Jlol..JI.I

z~ :>a

< i;:

CL Q. o..m a=

SAUPLE DESCRIPTION fil ~

a,.. :a 2 Ill

~

li:~ ae:I l!f_ <I- <::>

Ill> u~

Ill lllZ 270-t ILL: '"'"u"""U ::. h1n.. -

r-1111"~ T "'""u.. u, IU ;t IUllllMU.., VEfl'l Ot:NliE, 49-rll-73 MOIST, GREY.

. s 1

118"1 1*9 GP

)

s 265-s 2 la-42-811 111 SM TILL: SILTY SAND -

WIDELY GRADED. 23-24* GRAVEL TO 0.7" MAX.,

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 3

!00 l~':j.... 1811 I>

2IO-

. s 4... -1i0"'1'~ >100

- s 5

.l..>-.Y-~44 84 l5

~-

- s II 13-1fj47 83

- s 7

.,;;,,.-,-* :>lOC ML/

s I! l'*-ie'f.)""' 129 TILL; SANDY SILT -

NONPLASTIC, 10-1&* GllAVEl, 25--40* COARSE TO

~-

CM FINE SAND. VERY DENSE, MOIST, GRE.l£ GRADING DOWNWARO INTO -

SIL TY GRAVEL CONTAINING SANDS TO COIBLES A.ND BOULDERS..

- s 9

27-~5 :>100

. 2*

BEDAOCI<: SANDSTONE" -

LIGHT GREEHISH CREY, WIDELY JOINTED. THICI<

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 FIGURE 2.5-166 2 *.f. GltOUHO WATER LEVEL

(/)

3. SLOWS REQUIRED TO DRIVE w

2" 0.0. SAMPLE SPOON 6" OR I-DISTANCE SHOWN USING BORING LOG NO. BB-9 0

140 L9. HAMMEA FALLING 30".

z

• INDICATES USE or JOO LB.

HAMlolElt. I I INCHES or 0

SAMPLE RECOVERY.

z 4, "ROCI< CORE RECOVERY /

NIAGARA MOHAWK POWER CORPORATION l.iJ ROCK QUALITY DESIGN-' TION.

(..'.)

5. STO. PENETRATION NINE MILE POINT-UNIT 2 w

RESISTANCE BLOWS/FT.

...J II. UNlrtED SOIL CLASSIF'ICATION FINAL SAFETY ANALYSIS REPORT SYST(U.

AMENDMENT14 OCTOBER 1984

n

( '

I

!, _)

fJltOJECl NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO.

BB-10 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 OEPTH TO BEDROCK 19 1-6 11 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 II.Ill:

8 11.-'

~~

...Ill.I.......

~!~

z~ ::IC

~~

ILG. a.m cm SAMPLE DESCRIPTION

a)- :a :a t~ a::2

<~ <::>

id

~ in> u>-

lllZ flLL : CRUSHED STONE -

RAILROAD SUBB.t.SE *

%10 -

- s 1

i.-e-1z 20 SM t ILL: ::OIL IT ::OAl'IU -

"""'LT urtAUt.U,,.,-.>u& utfAVt.L. l.OUAl<::Ot.

I u t l!'tC. -

110*1 SAND, 25-35* NONPLASTIC flNES, COMPACT, SAT URA TED, OLIVE I BROWN MOTTLED WITH BL.t.CK PEAT FRAGME"ITS; PREDOMINANTL y I-5 RECOWPACTED TILL.

. s 2

~.. -;u..,**-- 155 SM TILL: SIL TY S.t.ND -

WIOEL Y GRADED. 20-lO* GRAVEL, COARSE '! O FINE -

SAND, 25 - 35* NONPLASTIC FINES, VERY DENSE, MOIST. YE:LLOWISH -

5 J

~....... >mn BROWN TO BROWN AND GREY.

ze-II)

~

4 ruu/5"14 l >10D Ml/

JIG-

- s 5

139-100/6 >100 SM TILL: SANDY SILT -

NONPLAST IC TO SLIGHTLY PL ASTIC. 11-12" GRAVEL -

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-BEDROCK: SANDSTONE -

LICHT GREENISH GREY, CLDSEL Y JOINlED, THICK -

1 JIEC*r-11" -

SS BEDDED WITH INTERCAL ATED SILTSTONE. f'RESH. HARO, FINE COllE GRAINED.

BOTTOM OF HOLE: 22 -3" 2!0-2S-245-

.30.

1. DATUM IS MEAN SEA LEVEL FIGURE 2.5-167 2... GltOUNO WATER LEVEL en

3. 8LOWS REQUIRED TO DRIVE 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

(!)

5. STD. PENETRATION NINE MILE POINT-UNIT 2 w

RESISTANCE BLOWS/FT.

....I

8. UNIFIED SOIL CLASSIF'ICA TION FINAL SAFETY ANALYSIS REPORT STSTEW.

AMENDMENT14 OCTOBER 1984

"'04ECI NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO.

88 - 11 CQOM>li4ATES 1,281,4 72.005 547,788.391 GROUND ELEV.CU 275.9 SHEET 1 OF I

n 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

~

~

~~

""a:

8

a...J

~~

..JIJ..JI.I

~2i~

z~ ::>Q

<( ~

Q. Q. G. Cll 1-..J om SAMPLE DESCRIPTION

> ~

2> :ll.2 ill

~

D.< a: :II

<... <=>

111> u>-

ci -

Ill lllZ Ill 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.

- s, 9-12-1901 >10n 5"111"1 rill; CIWSHED STONE -

UNIFORM, TO r MAlC.,VERY DENSE,OAMP,GRE't. -

GP

)

5

~

vv*/5.!I" )J*u rill: SANDY Sill -

NONPLAS:TIC, 16-17* GR... Vt:L TO 1.1" MAXIMUW, **-

270-15*1 SM 40-41* COARSE TO FINE SAND, VERY DENSE, MOIST. YELLOWISH BROWN; RECOMPACTEO TILL.

)

..J 111-100.12 >IOU 1.J1'.lr -

II 4

~-

60-100/ ~

Ml LACUSTRINE SILT:

s:.c."111°,

SILT -

NONPL;t.STIC TO SllGHTL Y PLASTIC, 0 - 8" GRAVEL TO 0.8" l.IAlC., 10-21* COARSE 10 FINE SANO, L;i.MINATED Al 12.75 fT, 1!I

!,_8'rrt";)

VERY DENSE, GREY.

2'111 -

. s 6

• 100 ML TU: SANDY Sill -

NONPLASTIC, 10-'I!!* GRAVEL. 25-40* COARSE TO 11-4z-....,,

. - s 7

13.s~

• 100 flHE SAHO, VERY DENSE, O;t.WP TO t.IOIST. GflEY.

20-NlC 1

~c-:1'-o' -

SS BEDROCK: SANDSTONE -

LIGHT GREENISH GREY, CLOSELY JOINTED, THICt<-

2!!-

BEDDED, FRESH, HARD, FINE GRAINED l!IO'TTOM OF HOLE: 21 - 6" 2!1-2~-

30 I. DATUM IS l.IEAN SEA LEVEL FIGURE 2.5-168

2. ~ GROUND WATER LEVEL Vl 3. BLOWS REQUIRED TO DRIVE LU 2" O.D. SAMPLr SPOON 6" OR DISTANCE SHOWN USING BORING LOG NO. BB-11 0

140 LB. HAMMER f ALLING 30".

z

• INDtCA TES USE OF 300 LB HAMMER I J INr.HES Of Cl SAMPLE RECOVERY.

z 4. "ROCK CORE RECOVER~/

NIAGARA MOHAWK POWER CORPORATION LU ROCK QUALITY IJESIGNA TION

(.!)

S. STD. PENETRATION NINE MILE POINT-UNIT 2 UJ RESIS'T ANCE BLOWS/rT *

...J II. UNIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSl EM.

AMENDMENT 14 OCTOBER 1984

n I, _)

PROJECT NMP2 PMP FLOOD CONTROL 8E RM

__ ___ J.O.NO.

1217 7 __

BoRtNG NO.

BB-12 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 SAMPLING SOIL DRILLING ROCK ROLLER BIT

-~~~~----- ---- -------*----------*---

SPLIT SPOON

~~~-~~~-------~-------- ----------

_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.

270 -

+-+--tr----t---1t---t--- ----------------- *- * ----- *-- -

- s FILL: SILTY SANO -

WIDELY GRADED, 20-JO* GRAVl::L, CO ARSE TO FI NE 265-.

260 ----. -

5 - s

- s 10 -

- i:~~f 1!I -

2 3

11-14-t!>

29 12"1 1 llEC*l'-11 -

t. DATUt.I IS MEAN SEA LEVEL 2..:f. GROUND WATER LEVEL J. SLOWS REQUIRED TO DRIVE VJ 2" 0.0. SAMPLE SPOON 6 " OR

~

DIST MICE SHOWN USING O

140 LB. HAMMER r ALLING JO" Z

• INDICATES US£ Of' JOO LB HAMMER. I I INCHES OF 0

SAlllPLE RECOllE!n Z

4. "llOCI< CORE RE COVEPY /

W AOC~ CIUALITY DESIGN4TION.

!>. STD. PENETRATION j

RESISTANCE BLOWS/rT.

6. UNIFIED SOIL ClASSlflCATION SYSTEM.

SANO. 25-J5a NONPLASTIC f"INES. VERY DENSE, MOIS1, OLIVE BROWN; RECOMPACTED Till

• ~-----*~

GW SS FIL L: SANDY SILT -

NONPLASTIC, 10- 15* GRAVH. 25-40* COARSE TO f"INE SANO, COMPACT, MO!Sl, BROWN AND GREY ; RECOMPAC lEO -

TILL.

TILL:. SIL TY GRAVEL.

BEDROCIC: SANDSTONE -

LIGHT GREENISH GREY, CLOS[L'I' JOINTED, THICK_

9E00£0, rRESH, HARO. FINE GRAINED.

BOTT OM OF HOLE 12' -0" FIGURE 2.5-169 BORING LOG NO. BB-12 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984

PROJECT NMP 2 PMP FLOOD CONTROL BERM

_ ___ J.O.NO.

12177 BORING NO.

e.!!~.

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 5 :!

i!l

!:e

~ ~

wa:

8

0.....

i::

..J....

..11.J VI zW =>o I-

0. 0.

0. ID 31 t5 ~

SAMPLE DESCRIPTION

0. ~

t--..J om l!j ~ 2 >-

12 0

u

0. < a: ::t

~~

ll!

~

Ill> C>>-

111 111Z 111 275 -

r1u. Sil TY SAND -

WIOEL y GRADfD. 20 JO* GR411El. CUAfi'Sr T 0 FINE" SAND, 2!J-J51' NONPLASTIC f1NE5. LOOSE, DAlloCP, 'YELLOWISH BRO iolll;'"

SI.I RECOMPAC TEO TILL.

7- !)-J

. s I

8 11!"1 5

270 -

s 2

6-J7-J2 69 GP f!LL : CRUSHED STONE -

POORLY GRADED. TO 4. MAX. 5ANOSTONE 1""\\

FRAGMENTS, COMPACT TO V(R'I' DENSE, DAMP, GREY.

RECOMPA~TEO SHOT ROCK l0-11-15

- s J

19 l.&"1 1:1 I0-2J-22 266-

- s 4

14"1 45 19-17-lJ rill: SANDY Sill -

NONPLASTIC, 10-15* GRAllEL. 25-4os COARSE TO -

- s 5

JO I.IL l.&"I Flf!E lit.till

!:C!ile~l:I lilBQWt! DBt BE~C!ile~!:HD flLL ML/

ULACUSTfflNE Sil T AND CLAY

• L__

260-15

&-D:-9 17 S.IU, SLIGHTLY PLASTIC, 0-!la CRAVEl.10-20" COARSE TO FINE

- s 6

12"1 SC:

SANO, MOSTLY MEDIUM ANO flNE, VERY STIFF. SATURATED, BROWNISH-GREY, GRADING INTO CLAYEY SANO, SLIGHTLY PLASTIC, 211 GRAVEL TO 0.2" MAll., COARSE TO FINE SANO, 32* SLIGHTLY PLASTIC FINES,'"

- s 7

2-1-n 18 VERY STIFF. SATURATED. BROWNISH GRE"f 16"1 fill: SILlT SANO - Wl!Jfl Y ~~* 2J* GlfAVEL TO UJ MAll.. CQAr<:>t. I U t INl -

SI.I 5A~~tJ4* NOHPLASTIC FN:S, VERY DENSE, MOIST. GREY 4NO BftOWN, ROCI<

~

~s 100/!i.5" 100 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 FIGURE 2.5-170

2. ""

GROUND WATER LEVEL Vl l. BLOWS REQUIRED TO DRIVE 2" O.D. SAWPLE SPOON Ii" OR i..J DISTANCE SHOWN USING I-0 140 LB. HAl.OIER FALLING 30".

BORING LOG NO. 88-13 z

• INDICATES USE or JOO LB.

HAi.IME~. I I INCHES Of 0

SAMPL~ RECOVERY.

z

4. W.ROCK CORE RECOVERY/

w ROCK QUALITY DESIGNATION.

NIAGARA MOHAWK POWER CORPORATION

(.!)

5. STD. PENET~ATION NINE MILE POINT-UNIT 2 UJ RESISTANCE BLOWS/F'T.

_J

8. UNIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYST(lol.

AMENOMENT14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO.

88-1<4 COORDINATES 11281,34-6.408 54 7,040. 796 GA0tNJ ELEV.C11 263.9 SK:ET _1_ Of_t_

n 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

f?

~

§

~

s~

l&Jlr 8

ll. _,

~ ffi

.. 11.. 1.......

~~II:

z~ :::iO

<(...

a..a.. a..m om SAMPLE DESCRIPTION

I)-

2:::1 0

1-..J

> ~

~-

-Cl-

<( :::J m ~

Q. <(..,:a ci lb V.> ci>

Ill lllZ 111

..... hflLL: !:llUs~i~. srnNE -

UNIFORM. 10 2.0 MAX. !:OMPACT, ORY, GRE'Y. :-::

~-IJ-,4 A..,......

.l"T

<;Hnl Rnl"k

..J

- s 1

16")

27 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

)

6-15-9 5

2 19l 23 2'0-5 Till: SIL TY SANO -

WIOEL Y CRAOED, 20-30* GRAVEL. COARSE TO FINE.

SANO, 2!1-3!1* NONPLASTIC FINES, VERY DENSE, OAWP, GRAYISH 3

iJl-4!1.:-tO 10!1 BROWN.

s 112'1 SM BEDROCIC: SANDSTOHE -

LIGHT GREENISH GRE't, t:LOSEL Y JOINTED. HUC!<

• 101 1

A£c-1'-6" -

SS BEDDED, FRESH, HARD, FINE GRAINED.

- COllE

zs& --

BOTTOM OF HOLE! 9'-0" 1)-

2!IO -

15

1. OA l Ull IS MEAN SEA LEVEL FIGURE 2.5-171 2...V.

GROUND WATER LEVEL

(/)

3. SLOWS REQUIRED TO DRIVE 2" 0.0. SAMPLE SPOON II" OR w

DISTANCE SHOWN USING I-BORING LOG NO. BB-14 0

140 LB. HAMMER FALLING 30".

z

• INDICATES USE OF JOO L 8.

HAloilMER. I I INCHE!O or

( __ )

CJ S,lll'PLE R£COVERY.

z 4. "ROCIC CORE RECOVERY/

NIAGARA MOHAWK POWER CORPORATION w

ROCk QUALITY OEStGNA T*ON.

CJ

5. STD. PENETRATION NINE MILE POINT-UNIT 2 w

RESISTANCE BLOWS/FT.

...I 6. UNIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

P"OJECT NMP2 PMP FLOOD CONTROL BERM

___ J.O.NO.

1217 !.. -

BORING NO. 88-15 COORDINATES 112B1,29B.86J 546,J75.521 GROUND ELEV.IU 275.0 SHEET 1 OF '

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 n

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

~

~ ~

.... II:

- 8 11.~

I'= -

~~

..IW..IW

~3~

z~ :::io

11. Q. CLm

...~ o=

SAMPLE DESCRIPTION 2 >- :a :I

~~

<I-

<::I Ill

~

11.< 0<:::11 In> u>

ci lltZ ex VI s,.. -,,....

g ML.I' fill : SANUY ::.1LT, NONPLASTIC, 10-Hi* GRAVEL. 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

( )

GC fill: CRUSHED STONE -

POORLY GRADED SHOT ROC:I< TO !I" lllAXIMUM, 270 -

5 e-Jo-19 DENSE T 0 VERY DENSE, WOIS T, BROWN TO GRf.V

- - s J

11'1"1

-49 10

.a-MJ:-41 ML Till: SAHOY SILT -

NONPLASTIC, 10 15* GIUVEL, 25-45* COARSE TO -

. s 111*1 1015 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" INSIDE OILA TED BEDDING

• NX, llEC*1'-!I" -

SS PLANES.

BOTTOM OF HOLE

• 17'-0" 25!1 -

20-250 -

25-JO*

245

1. OATUW IS WEAN SEA LEVEL FIGURE 2.5-172

2. GROUND WATER LEVEL Ul J. BLOWS REQUIRED TO DRIVE w

2" 0.0. SAMPLE SPOON I " OR 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 ROCIC DUALITY DESIGNA 1 ION.

NIAGARA MOHAWK POWER CORPORATION Cl

!I. STD. PENHRAT ION NINE MILE POINT-UNIT 2 w

RESISTANCE BLOWS/Fl *

...J ti. UNIFIED SOIL ClASSIFICA TION FINAL SAFETY ANAL.:YSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

n

( )

PROJECT Nt..4P2 PMF FLOOD CONTRO_~. 8ERM ___ - ---

J.O.NO.

Q1i'!_

BORING NO. fill:.1§.

SHEET _1 OF_1_

COORDtNATES 1,261,278.686 546,J76.920 GROUND ELEV.CU

_.1.§.92,_ __ _

INCLINATION VERTICAL ICARIMG.~-- --INSPECTOR _O JSLf_R ______ _

DATE: START/rlNISH 12/17/82/ 12/17/82 STATIC GROUNDWATER DEPTH/DATE N**A DEPTH TO BEDROCK -"""6'.-_..-10'-"------

WETHOOS:

CONTRACTOR/DRILLER

_wARf3~'i_GfORGE..::f_ARREi. :

/ ____,DRILL RIC TYPE

- ~IAE

• -..??.

TOTAL DEPTH DRILLED __ £-J ~ *--- - ------

DRILLING SOIL SAMPLING SOIL

-"-R.O..CO'-"L=L=E-'-R-'B=--'1-'-T __ ___

--"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 UM fill : SILTY IORAVLL -

WIOHY GRADfD. ro I MAX *.ll-.:12* COARS(

j ~

9-.lO-Jl FINE SANO, 17-18* NONPLASTIC FINES, DENSE 10 VER'Y DENSE DfJV

- s 1

1*4J 111 TO MOIST, DARK BROWN: RECOWPACTED Tll t 1211-22-2c s

2 42 18">

215-5 s

3

....,-_..,, l >10..

14'1 SM TILL: SILTY SANO -

WIDELY GRADED, 20-30* GR1\\VEL, COARSE TO FIN~ -

1 REC*11" -

SAND. 2!i-J5* NOHPLASTIC FINES. COBBLES 4NCl t:IOULDERS fR0"4 COllE

!i'-7" TO 6'-6 1', VERY DENSE. DAMP. BffOWN 1--1---~--------~-----------~--~

..a.---------

BEDROCK: SANDSTONE -

LIGHT GREENISH GflrY. <:LO~h Y JOINTED, THI\\~ -

2'0--

2~-

Nll 2

REC*(-5"

.~DllE

'0-

'6

1. DATUM IS MEAN SE,t. LEVEL 2.... GffOUND WATER LEVEL 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".

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

('

!>. STD. PEN£ IRATIO!oi

~

RESIS1ANCE BLOWS/FT

6. UNIFIED SOIL CLASSIFICATION SYSTEM.

SS BEDDED. FRESH, HARO, FIN£ GRAINED.

BOTTOM OF HOLE. a'-3

FIGURE 2.5-173 BORING LOG NO. BB-16 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984

n

( )

l, _)

PROJECT NMP2 PMP FLOOD CONTROL BERM

_ J.O.NO. J1..!1..Z__

80AING NO. !ill=.!L.

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 ________________

~-------*---------

c -

Q. ~

~ -

wa:

....u.....

...J La.I a..a.. a..m

a>-

I :a Cl-C::I 11>

UIZ SAMPLE DESCR IPTION ML FILL. SA.NOY SILT -

NONPLASTIC. 10 - 1~* GRAVEL. 2!>- 40* (f OAR SE TO FINE SANO. SANDSTONE BOULDERS ANO COBBLES f'ROt.t J'-0 " TO s, 10-100/f' >100 270 ---

'f)C, MC*l'- 11" -

- coac s

- s

~~! 2 PEC*2'-o'

. 1)-

290 -

I. Dlo TUM IS MEAN SEA LEVEL

2. ~ GROUNO WATER LEVEL J. BLOWS llEOUtltEO TO DRIVE

~

~;*S~A~C~,.=~;Ns~~~~ 6" OR O

140 LB HANMER FALLING 30" z

• rNOICATES USE or JOO LB HAMMER 1 I INCHES OF Cl SAMPLE R(CO\\IE RT.

Z 4 "ROCK CO RE: RECOVERY /

W ROCIC OU,O.Lil'I' OESIGtlA TION.

(.!)

5. STD. PEMETRA TION

'.j RESISTANCE BLOWS/ f'T.

15. UNIF IED SOIL CLASSIFICATION SYSTEM.

SS 5'-0" "NO 5'-4" TO 5'-8", VERY D£HSE, ORY TO DAMP, BROWNISH -

GREY; RECOWPACTEO TILL.

TILL : 5,0.NOY SIL T -

NOHPL,O.STIC. 10- 1ss GRAV£l, 25 - 4QS COl'RSE TO FINE SANO, VERY Di:NSE, WOIST, BROWNISH GRE '<

BEOROCJ< : SANDSTONE -

LIGHT GREENISH CRAY, CLOSELY JOINTl:O. THICK BEDDED, FRESH, HARO, MEDIUM TO FINE GAlolNEO BOTTOM Of HOLE : 10'-fl" FIGURE 2.5-174 BORING LOG NO. BB-17 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984

P.. OJECT NMP2 PMP fLOOD CON1ROL BERM J.O.NO.

1217 7 BORING NO. 88-J..!L COORDINATES 1,281,528.308 545,570.190 GROUND ELEV.111 268.8 St£ET _, Of'_1_

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 n

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 5

~

~

~

e~

w

""'a:

8

11. _,

§~

....11.J.......

z~ :::iO

< I-0.. Q. o..m

~~~

om SAMPLE DESCRIPTION

> I!!

ll >- :s::a

~ ~

Ii:~ a: :t d I:

<t- <:::>

11>> u>-

ll>Z a:

OL TOPSOIL GW fill : SIL TY GRAVEL; RECOMPACTtO Till.

I

!-14-~

TILL: SIL TY SAND -

WIDELY GRAOEO, 20- JO* GRAVEL, COARSE TO FIN(

- s 1

"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&-

~-

llEDFIOCIC: SANDSTONE -

LIGHT GREENISH GRAY, CLOSELY JOINH:D, rn1CK -

- ~~~t 1

REC.. 1'-!S" -

SS BEDDED, FRESH, HARO. lllEOIUM TO FINE GRAINED.

90TTOlll or HOLE: 7'-o

2'0-1)-

~-

I!. -

1. OATUW IS MEAN SEA LEVEL FIGURE 2.5-175

2. + GROUNO WATER LEVEL Ill

3. BLOWS REQUIRED 1 0 DRIVE w

2" 0.0. SAMPLE SPOON 6" OR 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 SIGNA TION.

NIAGARA MOHAWK POWER CORPORATION C) 5 STD. PENE TRAT ION NINE MILE POINT-UNIT 2 IJJ RESISTANCE BLOWS /F T_

e. UNIF IED SOIL CLASSlf'ICA TION FINAL SAFETY ANALYSIS REPORT SYSTEM 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

- s 1

~7-33-25 117'1 58 SM SAMPLE DESCRIPTION fill : SIL TY SANO -

WIDEL y GRADED. 20-JO* GRAVEL. COARSE ro FINE SAND, 25-35* NONPL.ASTIC FINES, VERY DENSE, DRY, OLIVE BROWN AND GREY; RECOMP.ACTEO TILL no-HuttlED IOPSDIL: ORGANIC SILTY CLAY -

MODERATELY PLASTIC. F1"11 TO STIH MOIST VE~Y OAllK GREY lO BLACK PEATY OL LACUSTRIN£ CLAY: SILTY CLAY -

SLIGHTLY PLAS11C, 2-8* GRAVEL TO 0.6" llAlC., 34-41* COARSE TO FINE SAND, VERY

- - s 2

5-12-12 24 CL 11$'~

STIFr, MOIST, GREY TO YELLOWISH BROWN.

~

- s J

4-7-19 211 111'1 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.

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 BEDDED, F'RESH, HARD, MEDIUM TO FINE GRAINED.

- NII 1

~c-2°-1' -

-~.. [

10-no-I!\\

1. DATUM IS ME.-.N SEA LEVEL

2. -f. GROUND WATER LEVEL Ill J. SLOWS IUOUIR(O TO DRIVE w

2" O.D. SAMPLE SPOON 5" OR DIST.ANCE SHOWN USING 0

140 LB. HAMMER FALLING 30".

z

$INDICATES USE OF 300 LB.

HAMMER. I ) INCHES or c

SAMPLE RECOVERY z

4. "ROCll CORE RECOVERY/

w ROCK QUALITY OESICNA TION.

C)

5. STD. PENETRATION w

RESISTANCE BLOWS/FT.

...J

8. UNlflEO SOIL CL~SSlflC.AllON SYS TEW.

SS llOTTOM Of' HOLE: !f-6" FIGURE 2.5-176 BORING LOG NO. BB-19 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONTROL BERM

-- J.O.NO..21!1.2_

BORING NO.

BB-20 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 a ~

§

~~

wa:

~25~

Q.....

~;::..........Ii.I z~ :::>o

... ~

Cl. Q.

LCD SAMPLE DESCRIPTION

~~

11. ~ :JI>-

S::I 0

(.)

....... om a.<

II<~

~ -

<(...

<( :::>

a!

~

Ill:> u>-

inz Ill

. s 1

7-39-11

.. ~

SM FILL. SILTY SAND -

WIDELY GRADED. 20 - JO* GRAVE'-

!O l.0"' MAltlMUM *.

18"')

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 Hll R£C-t'-e" 2'-10" AND 3'-3" TO 4'-9".

1 OlfE

( )

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 LE I/EL FIGURE 2.5-177 2. -i-GROUND WATER LEVEL U1

3. BLOWS REQUIRf:D TO ORlvl w

2" 0.0. SAMPLE SPOON 6'" OR I-DISTANCE SHOWN U51NG 0

140 LB. HAMMER FALLING JO'".

BORING LOG NO. BB-20 z

INDICATES USE Of 300 LS.

HAlrtMEA I l INt: HE!> O~

t._j 0

S.\\!.ePLE CfE:CO\\r[R Y z

• KROC K r.oRE RECOllE~Y.;

w ROC~ OUil i.ITY DESIGNATION NIAGARA MOHAWK POWER CORPORATION

(.!)

5. STD. PENETRATllJN NINE MILE POINT-UNIT 2 LJJ Rl'.SIST ANC I'. BLOWS/ri

...J 6 UNIFIED SOIL ClASSlrlCA TION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONTROL BERM J.0.NO.

12L'? __.

BORING NO

!ll!.=.ll COORDINATES N 11281 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 i!!

~~

II.I IX E!

Q.....

~ ~

...JW...JW z~

Q. CL Lm g

=>o SAMPLE DESCRIPTION

~~

2> :a :II

........ om

~-

c...

C:::>

D..C IX:ll Ill lllZ ill 111:> ct>

<II s

1 l1-.l5-58 93 rill: GRAVELLY SANO -

WELL GffAOEO, 10-20* SUBANGUl.AR GRAVEL TO 1.5" IQ"I MA&tCOARSE TO rN: SANO, 5-ioa NONPLASTIC F'INES, COW'ACT, DRY.

275 -

GW RE SH SAOWN. RECOMPACTED TILL.

- s 2

13-23-42 115 F'ILL: SAHC>Y Sil T -

SLIGHTLY PlASTICR 20-25* F'IHE SANOE 10-15*, SUBANGULAR 5

Mt.

GRAVEL TO 1" WAX. Cat.FACT, 0 Y, LIGHT llROWN, R COMPACTED TILL.

- s 3 i!0-rJ;20 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, 2-11-2~

LIGHT BROWN IH TH£ UPPER PORTION TO BROWN AND GREY; RECOliPACTEO Tli.L.

• s

!i 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, 216-s II

... -1)\\\\1('" >100 SW LIGHT TO OARk BROWN.

s 7

15-100/5 >100

. 15-TILL: CLAYEY Sil T - WCIOEllATEL Y PLASTIC, 5-lfi* GRAVEL, fi-10* FINE SA.ND,

. - s 8

141-20-!il 71 0-SS CLAY, VERY D£NSE, OMF, GR£Y JIO-Iott.

5

!I h4-Ul-29 44 110.!i"I

- Us 10 ~.~*("

10-TILL: SANDY SL T - NONPlASTIC, 20-25* rt"IE: SAP<<J, 10**15* GRAVEL, C'IAMP, GREY. -

Zita -

1 REC*ll" -

lrYS' ML

_,s 11 rin-1

~,, >JU~

2!i-l:i I~

"",,u...

BEDROCK: SANOSTONE LIGHT GREENISH GREl, THICI< BEDDED. HARD.

~ 2 M

C*'i'-10' SS FINE GAAIED 2!!0 -

BOTTOM OF HOLE: 26'-6" 30 -

1. DATUM IS MEAN SEA LEVEL FIGURE 2.5-178 2.... GROUND WATER LEVEL C/)

3. !!LOWS REQUIRED TO DRIVE w

2" 0.0. SAMPLE SPOON 8" OR I-DIST AMC£ SHOWN USING BORING LOG NO. BB-21 0

140 LB. HAMMER f ALLING JO",

z

• INDICATES USE OF JOO LB HAMWEPI I > INCHE'S OF' 0

SAMPLE RECOVERY.

z 4. "ROCK r: oRE RECOVERY/

NIAGARA MOHAWK POWER CORPORATION w

ROCK OU.AL ITY OESIGNA TIO'!

l?

5. STD. PENETRATION NINE MILE POINT-UNIT 2 U.I RESISTANCE SLOWS.IFT.

...J

11. UHIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONTROL B£RM

_ J.O.NO 1~177 -

BORING NO

!tll=.ll.

COORDINATES N 112811372.70 E 54 7 1959.SJ GROUND ELEV.Ill

-11..h~--

SHEET_1 m_ 1 INCLINATION VERTICAL BEARING N/A INSPECTOR __!;L_ 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 RIG 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 a ~

§ ie

~~

WIX

~ ~*

Q...J

~ ;:

~~

..Jl.i..JW z~ :::iO CL 0..

CL m SAMPLE DESCR!Pl ION

~ ::!

.:I>- 22 o3"-

... _, om

<>- <=>

~ :;::

CL< IX :I a~

in> <:>>

en lllZ a:

Ill

- s 1

7-15-18 JJ fill. SL TY SAP<<> -

WIO£L Y GRAOED, 5-10& SUBANGULA~ GRAVEL IN THE UPP!.R 1111*~

POftTIOM GRADING TO 15-20* SUBANGUL1'R GRAVEL, MOSTLY FINE SANO, 275-B-11-9 10-15' NONPl.ASTIC FINES, COMPACT, DAMP, LIGHT BROWN,. RECOMPACTED Ii**. *

- s 2

110")

111 SW

- s l

11-20-42 112

~

no*~

TILL: Sil.TY SAND -

WIDELY GRADED, 15-20* SUBANGlJLAR GRAVEL TO 1" 270-s 4

11-1J.l-IDl4' *100 nt\\

MAK, flHE SANO, 16-20* NOHPLASTIC FINES, DENSE TO VERY DENSE.

- s 5

!l>-T.t-uv.f *100 DAMP TO SATUR.4TED. SROWl'I TO 12'.LIGHT GREY BELOW 12'.

Iii

~-

- s 7..... Olf:S >10D SM 2e5-

- s a

~ id 100 s

9

>U-H'

~100 15 s

10 i*-',. ~100 TILL; LAYER OF CLAYEY SILT FROM 15' TO 16', MOOERATEL Y PLASTIC, :1-10*

290 -

' s 11

.. '(*

• 10(

CLAY. 5-1011 SUBANGULAR GRl\\'t'El TO I" WAJI, 0£NSE, DAMP, LICHT GREY,

.,,....,.iiW'4 GRADING INTO SANDY SILT, HOHPLASTIC, 20-30* FINE SANO, I0-1!1* GRAVEL, -

- s 12 1>100 OCHS£. DAMP, LICHT GREY Ml 20- s u

211-50-7~ *100

~-

s 14.... -:"llll~ *10Q IOI BEDltOCI< : SANDSTONE -

LIGHT GREENISH GRE'r. THIN BE:OOED UP TO 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 FIGURE 2.5-179

2. ""

GROUND WATER LEVEL Vl l. BLOWS REQUIRED TO DRIVE w

2" 0.0. SAMPLE SPOON 6 " OH I-DISTANCE SHOWN USING BORING LOG NO. 88-22 0

140 LB. HAMMER F" ALL ING 30".

z

• INDICATES USE OF 300 LB HAllWER. I l l~ CHf:'i OF

\\, _)

c SAllPLE RECOV~R

• z

4. *ROCK CORE RE '::OV~RY, NIAGARA MOHAWK POWER CORPORATION w

ROCK *JUALITY DC:,:r;NA I ION

(.:;>

5. S TO. PENETRATION NINE MILE POINT-UNIT 2 w

RESISTANCE EILOWS/rT

-' 6. UNIF IEO SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM AMENDMENT14 OCTOBER 1984

PROJECT NMP2 P~F FLOOD CONTROL BERM J.O.NO.

12177 BORING NO lll!:::l.:l COOROINA TES N 1,281,380.98 E :l48,164.13 GROUND ELEV.l1l 273 a*

SHEET_1 OF 1

n 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

~ ~

"'Ill:

8 a..-'

~ ;:

...Ji..t

...Ji.I

~~~

z~ ::io c i::

a.. Q.

Q..11)

SAMPLE DESCRIPTION Q. !!!

2>- :a::a t-...J om

> ltl ill

~

ll.< a: :I ci I!:

l!f_ Ct-V>>

~>-

Ill lllZ 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 LIGHT BROWN BELOW 2.5'.

270-

- s 2

c.'I""'~

91

~Cf4 SM

. s 3

>100

(

29~ -

- s 4......... ~ *100 Tl.L: SANDY SI. T - SllGHTL Y PLASTIC, 20-:Z!>>a FN: SANO, 1!>-20*

s

I -,.,-... ~ >100 SUBANGULAR GltAVEL, COMPACT TO DENSE. DAMP, LIGHT BROWN.

Ml 2eo-

- s II

.,..,rr/~8 65

, s 7

~n >IOD 15 TILL: GRAVELLY Sl. T -

SLIGHTl Y PLASTIC, 0-5* F'INE SANO, 25-30*

- s 21 tin

>100 SUBANGULAR GRAVEL, DENSE TO VERY DENSE, OM.IP, BROWM Al<<) GREY; Yl./

GRADING TO SILTY SAHO AT 18', WD£l Y GRADED. 10-20* SUBANGULAR 2!>:1 -

- s 9

&-IXl.14" ~100 SM GRAVEL. COARSE 10 f!Nf.: SAflll,15-20a SllGHTl Y PLASTIC FIN(S, 5

10 -...

>100 VERY OENSE, DAMP, GREY.

zo-NX 1

~c-t-t' -

-.ORI BEDROCK: SM<<l5TON£ -

LIGHT GllftMSH GREY, HARD. F1'4£ GRAINED.

• NX 2

ME0-2'-0" 55

~0111 2ftO -

BOTTOM Of HOLE: 23'-4" 2!1-245-JO*

1. DA TUM IS MEAN S£ A LEVEL FIGURE 2.5-180 2. "' GROUND WATER LEVEL Vl

3. BLOWS REOUIRtO TO ORtV(

w 2" 0.0. SAMPLE: SPOON 6" Of!

I-DISTANCE SHOWN USING 0

140 LB. HAMMER F ALLINC JO" BORING LOG NO. BB-23 z

• INDICATES USE OF' JOO LB HAMMER I l INCHES or Cl SAl.IPlE RECOVER~

z 4 KROC!< CORE RECOVER~,.

..J ROCK OUHI~ Y OESIGNA 1 IQN NIAGARA MOHAWK POWER CORPORATION

(,.!)

~. S TO. PENl T RATION NINE MILE POINT-UNIT 2 w

FltSISTANCE BtOWS/FT

...J

8. UNlflEO SOIL CLASSIF"ICAT10N FINAL SAFETY ANALYSIS REPORT SYSTEM

\\ }

AMENDMENT14 OCTOBER 1984

PROJECl NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177_

BORING NO. e!!.::.l.i.

COORDINATES N 11281,322.8.f E 548,225. 7 4 GROUND ELEV.lll 274.9 '

SHEET _L OF __

1 _

n 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,-'

~;:: -'""..JW z~ :lo

... >=

ll.11.. ILm SAMPLE DESCRIPTION

~~ ~~

I~ 22

~;i om Cr C:::>

Ill

~

G:::I Ill lltZ 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 Tl.L: SU.. TY 5.'HO, WIJEL Y GRADED, 10-15* SL/8,\\HGIJlAR GRAV[l, YOSTL Y FINE:

3 1-15-25 SAND, l!l-20S P<<INPLASTIC FINES, COMJACT5, MOIST TO DAMP, LIGHT s

z 112"1 40

!ROWftl; GRADING IHTO COARSE SAHO,\\T II., WIOfl Y GRACED, ANGOVR, 2-~ FllES. ~lOll GRAVEL, COMPACT, MOIST, LIGHT BROWN.

4 11'8 -

5

- 5 3

11>-D>/.1' 11'100 I

SM/

SW 7

- s 4

.,....ll0/4 1>100 Iii 100/2"'

- 5 5

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 FIGURE 2.5-181 2..... GROUND WATER LEVEL Vl J, ILOWS ltEOUlllED TO O"IVE w

2" 0.0. SAMPLE SPOON 6" OR I-DISTANCE SHOWN USING BORING LOG NO. BB-24 0

140 LB. HAW61ER FALLING 30".

z

• INOICHES USE O~ 300 LB.

HAMMER. I I INCHES Of 0

SAllllPLE RECOVERY.

z

4. *ROCK CORE RE COY ERV/

L&J ROCK DUALITY DES JC NATION NIAGARA MOHAWK POWER CORPORATION

(.!)

5. STD. PENETRATION NINE MILE POINT-UNIT w

2

..J ltESIST ANCE BLOWS/FT.

I. UNIFIED SOIL CLASSIFICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONTROL BERM J.O.NO.

12177 BORING NO. BB-25 COORDINATES N 112611127.77

£ 548,249 47 _GROUND ELEV.Ill 27 3 1' SHEET_1_ OF 1

INCLINATION VERTICAL BEARING N/A INSPECTOR

• W. DOUGHERTY DATE: START/FINISH 10/26/83 / 10/26/BJ CONTRACTOR/DRILLER WARREN GEORGE/STEVENSON n

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

§ ~

wa:: -. s*

a.....

j: -

~~~

z~ jo

< t-11.. Iii a. a. a. m oai SAMPLE DESCRIPTION

> ~

I>- :I ::II 0

u

....... "'::II

~ ~

a.<

"(I- <j Ill

~

in> e1>

d -

lllZ TOPSOIL: OAGANC SI. T - SllGHlL Y PLllSTIC, !1-1()11 GRAVEL, 2-:1* FINE SANO.

2-4-13 OL s,

l'IS'~

17 COMPACT, DAMP, DARIC BROWN.

)

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 -

.. 22

us 10-1!1* CllAVEL. lllOSTL Y FINE SAND, :Z0-30* SLIGHTLY s

2 PLASTIC FIH£S. c;OMPACT TO OENSE. OAlilP, LIGHT 9"0WN, PRESENCE Of CLAY TO J.!I.

270 -

3 SU JO-J&-72 *10D s

3

!i 100/!I" >100 5

.1 s 5

1:1,~<.;i

• 100 TILL: SIL T'I' GRAVEL -

WIOEL 'I' GlllAOEO. SU8ANGULAR, 5-!Qa lllOSTL Y MEDIUM TO FM: -

GM SAND. 20-20* NONPUSTIC FINES, DEPCSE, DAMP, LIGHT GREY.

6 1uy{o~..

-

• s 8

• 100, 7 -

s 7

100/.l 1tJC1 l!lEOROCI<: SAHOSTONE -

LIGHT GREENISH GREY, HARD. FINE GRAINED.

e -

NII lll[C*f-t1" SS

-~OfU,

9 -

BOTTOM OF HOLE: 9'3" 10-

.. n

• 12 -

13 -

no-14 -

~

1. OATUM IS MEAN SEii LEVEL FIGURE 2.5-182

2. ~ GROUND WATER LEVEL I/)

J, BLOWS REOUIRED TO DRIVE 2" O.O. SllMPLE SPOOM 6" OR LaJ DIST llMCE SHOWN USING BORING LOG NO. 88-25 0

1.-0 LB. HAWWER F llLLING 30".

z

• INDICATES USE or 300 LB.

HAlolMER I I INCHES Of' Cl SAMPLE R[COVE!'!Y,

z 4. "ROCI< COit( fiECOV(RY /

w ROCIC OUA1,11y OESIG,.i\\ TION MAGARA MOHAWK POWER CORPORATION c:>

!I. STD. PF.NETRATION NINE MILE POINT-UNIT 2 LaJ RESISTANCE SLOWS/f' T.

...J

11. UNIFIED SOIL CLASSIF'ICA T ION FINAL SAFETY ANALYSIS REPORT SYS TE...

AMENDMENT 14 OCTOBER 1984

PROJECT Nh4P2 PMP FLOOD CONTROL BER~

J.O.NO.

12177 BORING NO U=.1§._

COORDINATES N 1,28110:50.55 E 548 1380.25 GROUND ELEV.111 27.3.2' SHEET 1 OF I

INCLINATION VERTICAL BEARING N/A-INSPECTOR W. DOUGHERTY DATE: START/FINISH 10/25/83; to/25/8J CONT RAC TOR/ DRILLER WARREN GEORGE/STEVENSON n

STATIC GROUNDWATER DEPTH/DATE N/A

/

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<

~~~

CL..J

~~

..JW..Ji.I Z!!f ::IQ

< i::

IL IL ILID SAMPLE. DESCRIPTION

I,.. ll :3 Ii:~

olD

> 1::1 CIC:a Ci

• c... <::i

.!i w Ill> "~

lllZ 1

OI.

T~:

OflCANC SI. T - SLIQiTL 'r PLASTIC, &-!OS GRAVEL, 2-~ flNE SAHO,

• -+-JO COMPACT, O.AWP, 0.AlltC BROWN.

s 1

111'~

l4 1 -

TILL: SL TY SAN> -

WIDELY GRADED.10-15a GltAVCL TO 1" WAX, FINE SANO, 10-20* NCIN'LASTIC FINES, COMPACT, MOIST, LIGHT BflOWN.

2 -

s 2

M-22-28

!iO SM

.) - s 3

YJU~T *""'

210-14

(

4 -

IEDltOCIC: SMl>STOM: - LIGHT GM:ENSH GllEY, HAllO, FINE GRAINED.

NJC!I

• o-1-111" SS

.CMt llOTTOlll Of HDt.t~ s'-s" I

.. e *

. -e-12 -

13 -

14 -

1. DATUM ~ MEAN S£A LEVEL FIGURE 2.5-183

2... GlfOUHO WATER LCVEL Vl J. BLOWS REQUIRED TO DRIVE w

2" O.D. SAWPLE SPOON 6" OR to-DISTANCE SHOWN USING 0

140 LB. HAMMER F.ALLING 30".

BORING LOG NO. BB-26 z

• INOIC A TES USC OF 300 LB.

\\ _)

l'iAltlWER. I ) INCHES OF 0

SAMPLE RECOVER".

z

4. KROC!< CORE RECOVERYI' w

ROCK QUALIT1 DESIGNATION.

NIAGARA MOHAWK POWER CORPORATION

<.:)

!). 510. PENETR.t.T I~

NINE MILE POINT-UNIT LI.I 2

.....I RESISTANCE BLO S/F'T.

I. UNIFIED SOIL CLASSIF'ICAllON FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT 14 OCTOBER 1984

PROJECT NMP2 PMP fLOOO CONTROL BERM J.O.NO.

12177 BORING NO BB-27 COORDINATES N 1.2801862. 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 n

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:

DRILLING SOIL ROLLER BIT SAMPLING SOIL SPLIT SPOON DRILLING ROCK NX CORE BARREL SPECIAL TESTING OR INSTRUMENTATION NONE COMMENTS a ~

§

[!

~ ~

IWIE 8

Q.....

~~

...11.ol......,

~~5 Z!!j :::iCI

<(...

ll. A. Lm om SAMPLE DESCRIPTION a~

I>-

I ::a

~;i a: :I

..... *:::i Ill

~

Ill lllX VI> u>-

Ill s

1

• 100 TOPSOIL: OR<OAAIC st. T - 5LIGHTL Y PLASTIC, 5-10* GRAVEL, 10-15* f'INE SANO

~ t' rif' Oll' COliPACT, DA,.,., DARI< BROWN.

I

• ~s 2

llY.J.*... *1001 SM NII l!IEDlllOCK: SMC>STOHE - LICHT CR£EHISH GREY, HARO, FINE GRAINED, Sl. TY 2 - l:<H'l 1

AEC*IS" -

DEPOSITS IN Tt£ l!EOOING Pl.ANES.

Z1tl -

3 -

SS Nll 2

~t-2"

-"°"~

(

4 -

llOTTCM OF HDU: 4'-'"

. a-7 --

r10-. -

9 *

-. 10-ti -

12

• 2'16-13 -

14 -

e I. DATUM IS WEAN SEA LEVEL FIGURE 2.5-184

2. ~ GltOUNO WATER LEVEL Ill J. BLOWS 1'EOUIRED TO DRIVE UJ 2" 0.0. SAMPLE SPOON fl" OR DISTANCE SHOWN USING BORING LOG NO. 88-27 0

1'40 LB. HAMMER r AlLINC JO".

z

• INOICA TES USE OF 300 LB.

HAMl.IER. I ) INCHES or

\\)

0 SAMPLE R!:COVERY.

z

-4. "RCCI< CORE RECOVER"" I' NIAGARA MOHAWK POWER CORPORATION w

ROCK OUALIT'r DESIGNATION.

<.:)

5. STD. PENtTRATIO.._,

NINE MILE POINT-UNIT 2 UJ RESISTANCE BLOWSl'F T *

..J e. IJNIF'IEO SOIL CLASSIF'ICATION FINAL SAFETY ANALYSIS REPORT SYSTEM.

AMENDMENT14 OCTOBER 1984

PROJECT NMP2 PMP FLOOD CONlROL BER~

J.O.NO.

12177 BORING NO. ~

COORDINATES N 11280,696. 78 E 5481242.41 GROUND ELEV.Ill

- 280.8_' -

SHEET _L OF __

1 _

INCLINATION VERTICAL BEARING NIA INSPECTOR w DOUGHERTY DATE: START/flNISH 10/25/83/ 10/25/BJ CONTRACTOR/DRILLER WARREN GEORGE/STEVENSON n

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 ~

~

~

~~

w ac 8

Q.....

§~

..JW..JW Ill

i~ ::::10

< i:

11.Cl.

11.CD

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"':r Ill 2-3-9 TOf"SOIL: Sl. TY SAHO -

SLIGHTLY OllGANC, ~-10S GRAVEL, lilEDUit TO FM 2IO-s,

111"1 12 Slil SANO. 20-2~ SllGHTL Y PLASTIC FINES, COMPACT, DAMP, OARl'C BROWN.

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2 -

1!1-!l-11 Tl.L; SAN>Y SU.. T - NOfA.ASTIC, l!l-20W GRAVEL.20-259 IEl>Uil TO FINE SAND.

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111"1 13 COMPACT. SATURATED, LIGHT BRO~. FROM J' TO 3.!I'. Pm:5£NCE Of' SANJ, ML SILT, Ct.A Y, Ate> GRAVEL FRAGMENTS, CO!of"ACT, SA TURA TEO, CR£ Y 3

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275-5 BOTTON Of HOLE: 11'-J" 7

Iii 270-n -

TZ -

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14 -

e

1. DATUW IS WEAN Sf:lt lf:VEL FIGURE 2.5-185 2...f. GltOUHO WATER LEVEL

(/)

J, llLOWS REOUIR£0 TD ORI\\/£ w

2" 0.0 SAlilPlE SPOON II" OR I-015 T ANCE SHOWN USING 0

1'40 LB. HAMMER FALLING 30".

BORING LOG NO. BB-28 z

• INOIC A TES 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.::>

!>. sro. PENETRATION NINE MILE POINT-UNIT 2 w

RE~STANCE BLOWS/FT.

..J IJ. UNIFIED SOIL CLASSIFIC,.TION FINAL SAFETY ANALYSIS REPORT SY STEW.

AMENDMENT 14 OCTOBER 1984

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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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(;9f.::.YJ tu * ~ r.Aot..

[..,.. ~)

'"'. "-*'lf -...r Ei::!3 IQllC:::* - ~t~

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

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n..u:r..-

FIGURE 2.5-188 SUBSURFACE PROFILE WEST BERM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 27 JULY 1986

iJJ.. 2:

00*1J cu*:>

&:l*lt I

I

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G:.*C*AL flLL -

'8.ll"(ll,.l' ~ILJ Dt*lfi sl :1 f:

11, FIGURE 2.5-189 SUBSURFACE PROFILE SOUTHEAST BERM NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1984

'ti m

a n m

z

a m

z m

c ll1

e G)

c....

SIEVE ANALYSIS SIZE OF OPENING IN INCHES I

NUMBER OF MESH PER INCH, U.S.STANDARD

~

~

N

~

0 0

~

~

0 0

0 Cl 0 Cl

?

IO N

N 0

100 KELLER-3 10 90 20 BO 30 70 40 80

'ti m

a 0

50 50 m

z 60 40 z

m

u m

70 30

e G)

c BO 20

-f 90 10 100 g

0 0

o o a 0

a a

ID "'"'.....

N

-~ ~ "?-.:

~ ID "'.,,.,..,

N 0

N ci GRAIN SIZE IN MILLIMETERS COARSE I

FINE COBBLES GRAVEL COARSE I MEDIUM I

FINE 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

u.

(.)

CL.

c CJ iii

== t:

z r:c c 138 137 136 135 134 133 132 131 NOTE: FREE WATER DURING COMPACTION MAXIMUM DRY UNIT WEIGHT:

137.7 PCF OPT!MUM WATER CONTENT:

7.3

~

WATER CONTENT COULD NOT BE INCREASED BEYOND THIS POINT AS EXCESS WATER IS EXPELLED DURING COMPACTION.

130._........._...._............................._................. __..................................

3 4

5 6

7 8

9 10 WATER CONTENT, o/o FIGURE 2.5-191 11 12 COMPACTION TEST RESULTS FOR STRUCTURAL FILL FROM WHELSKY PIT (SAMPLE 1) 13 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMFNT 14

u.

CJ

a.

I:

CJ iii

== !:

z a:

c 136 135 134 133 132 131 130 128 MAXIMUM DRY UNIT WEIGHT:

134.1 PCF OPTIMUM WATER CO~TEN!:

7.7, WATER CONTENT COULD NOT BE INCREASED BEYOND THIS POINT AS EXCESS WATER IS EXPELLED DURING COMPACTION.

NOTE: FREE WATER DURING COMPACTION

~

s-ell

~

~

~

'O o:i.

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

u.

0 136 135 134 a.. 133

c e,,

~ 132 z

> 131 a:

Q 130 129 NOTE: FREE WATER DURING COMPACTION MAXIMUM DRY UNIT WEIGHT:

135.9 PCF OPTIMUM WATER CONTENT:*

7.9

-+---WATER CONTENT COULD NOT BE INCREASED BEYOND THIS POINT 1

AS EXCESS WATER IS EXPELLED DURING COMPACTION.

13 12a~--~-----!-...

-!-----~...

-!---.._.._..._~__. __._..._............_.

3 4

5 6

7 8

9 10 11 12 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

140 138 136 NOTE: FREE WATER

~

DURING COMPAC:rl_ON D.. 134

z::

CJ iii 132 3:

1--z

> 130 a:

Q 128 126 MAXIMUM DRY UNIT WEIGHT:

136.5 PCF OPJ.IMUM WATER CONTENT:

7.8 Ofo.

WATER CONTENT COULD NOT BE INCREASED BEYOND THIS POINT AS EXCESS WATER IS EXPEUED DURING COMPACTION.

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

140,,

r*

138r. I

(.

! ' \\

136f t

j, I

I LL.

1341:

(.)

f:

a.... -

c CJ w

~

!:: z

l a:

130 c

12 126 I

l 124, :

MAXIMUM DRY UNIT WEIGHT:

1 135.41 PGF I a-e:r-1-Mij~rJl =-wATER cQNTENt:: _. 1.a.. o/o.

WATER CONTENT COULD NOT e~

• INCREASED BEYOND THIS POINT AS EXCESS WATER IS EXPELLED DURING COMPACTION.

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:

w

c en 10 0

10 20 EFFECTIVE STRESS PATHS 10 8 I c*-.

¢' : 35.8° -

44,4° ii:'

(/J

~

6 sin c/>' :: tan {3 N.....

c' "' o/coac/J*

~

• b"'

I lb 4

2 0

2 4

30 40 50 60 70 NORMAL STRESS, er (KSF) fj = 35.0° 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 FILL FROM MEANY PIT 1

!....---------------tl1 NIAGARA MOHAWK POWER CORPORATION 1:

NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

'AMENDMENT 14 OCTOBER19a4*

TOTAL STRESS CIRCLES 80 u:-

60 Cl) in f/J w

40 cc I-(/)

a: <

ILi

I::

(/)

20 0

20 40 EFFECTIVE STRESS PATHS 20 16 I.. -.

</>': 42.4' -45.1' Li:'

in

~ 12 sln</J' =tan f3 N

c' =a/cos cJ:>*

lbM I lb 8

4 0

4 8

60 80 100 120 140 NORMAL STRESS, a- (KSF) 12

/:1 = 35.3° 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) w 40 cc I-a: <

w J:

(/)

20 0

20 40 EFFECTIVE STRESS PATHS 20 c'= 0 16

</>' = 40.1° -

44.2° ii:'

f/J

~

N.... -

tb"'

I lb 12 8

4 0

sin¢' = Ian j:3 c' = a/cos <P' 4

8 60 80 100 120 140 NORMAL STRESS, er (KSF) 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

en a:

~

w

~

t:= z w

(J (J m

t (J

I 0...

LI.....

~

0 :

0 10 20

6. k = 1.3 X fo** CM/SEC 30..

SPECIMEN DENSITY:

123.5 PCF (90.5%)

SPECIMEN HEIGHT:

17.45 cm,

SPECIMEN DIAMETER:

7.16 cm HYDRAULIC GRADIENT:' 12.19 40 0k=1.4 X 10** CM/SEC 1-.....-----. * *~ -- -

50...__. ________________ _. __...... ____________ -.1. __....... _______________________________ ___

0 1

2 3

4 5

6 ELAPSED TIME -

MINUTES 7

{

8 9

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 2.0 3.0 4.0 5.0 0

6. k = 2.9 X 10** CMISEC O k = 2.9 X *10*1 CM/SEC SPECIMEN DENSITY:

126.7 PCF (92.8%)

SPECIMEN HEIGHT:

17.07 cm SPECIMEN DIAMETER:

7.15 cm HYDRAULIC GRADIENT:

56.90 1

2 3

4 5

6 ELAPSED TIME -

MINUTES 7

8 9

10 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.

(/)

a:

~

llJ

E j::

z w

(.)

u iii

J u

I

~

g II..

..J l-o I-0 1.0 2.0 3.0 4.0 0 k = 8.1 X 10** CM/SEC 5.0 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 A k "8.1 X 10-1 CM/SEC 8,o._r=b __.._..., __..___....................................... _......._...,.._....,..._.__......._.,.......,

0 2

3 4

5 6

ELAPSED TIME -

MINUTES 7

8 9

10 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

en a:

w I

10\\

(

201 T

Iii 301 j:: z w

(J (J

iii 40

J (J

I 3:: g

&I.

50 1

.... g t-60' 70 Ak = 5.9 X 10~4 CM/SEC Ok= 6.7X10*.4 CM/SEC SPECIMEN DENSITY:

123.1 PCF (89.4%)

SPECIMEN HEIGHT:

17.5-c'm SPECIMEN DIAMETER:

7.07 cm 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

~

w I-0 10 20 ;

~

30

~

z w 0

0 ii 40 '

0 I

3l: g LL.

..J 50.

g 60 70 A k = 5.9 X 1 O~~ CM/SEC 0 k = 6.7 X 10*4 CM/SEC SPECIMEN DENSITY:

126.7 PCF (92%)

• SPECIMEN HEIGHT:

17.5 cm SPECIMEN DIAMETER: '7.03 cm HYDRAULIC GRADIENT: 12.16 ao.........................................................-...... -.1........

- I J

, o 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

Cl) a:

~

0 10 20

i:

30 r:

z 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

6. k '" 5.2 X 10*~ CM/SEC 0 k = 5.7 X 10-s CM/SEC so.__.. __..._.... _...__.._... __.__. __..__. __..___. __... __..__....._................,__.

0 2

3 4

s 6

ELAPSED TIME -

SECONDS 7

8 9

10 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

(/)

cc w

w

iE

~

z w

0 u

iii

I 0

I 3:: g LI.

..J <

0....

0 10 D,. k = 4.8 X 10** CM/SEC 20 30 0 k =- 4.1X10*& CM/SEC 40 so 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

ELAPSED TIME -

MINUTES 7

8 9

10 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

en a:

w I-w

IE i:::

z w

0 0

iii 0

I 3:

0

...I LI. _,

c(

t-0 I-0 10 20 30 40 50 60 70 g

SPECIMEN DENSITY:

129.9 PCF (94.4%)

SPECIMEN HEIGHT:

17.25 cm SPECIMEN DIAMETER: 7.31 cm HYDRAULIC GRADIENT: 20.55 0 k = 1.1 X 10** CM/SEC 6k = 1.2X10** CM/SEC 80 ________.... ________________________..._ ____________________._..........

0 2

3 ELAPSED TIME -

MINUTES 4

5 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

(/)

a:

w 10 20 li:i 30 j:::

z w

u u

iii u

I 3: g

~

..J

~

l-o I-40 50 60 70 SPECIMEN DENSITY:

130.8 PCF (95%)

SPECIMEN HEIGHT:

17.2 cm SPECIMEN DIAMETER: 7.03 cm HYDRAULIC GRADIENT: 12.37

6. k =- 2.7 X 1 o** CM/SEC Ok = 2.9X10 CM/SEC 80..................... __....._................... __........ __........ __.............. __........ __..............

0 1

2 3

ELAPSED TIME -

MINUTES 4

5 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 1

~

~01

~

2 j::: z j

w 40

~ l ii

~

SOI 3: g II.

..J c(...

0 60 70 1

Ok= 8.5 X 10*4 CM/SEC A k = 6.7X10*4 CM/SEC SPECIMEN DENSITY:

121.7 PCF (89.6%)

SPECIMEN HEIGHT:

17.35 cm SPECIMEN DIAMETER:

7.1 cm HYDRAULIC GRADIENT: 12.26 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 1AMENDMENT 14 OCTOBER 1984..

(/)

er w

1-w

t

~

z w

(.)

0 iii

l 0

I

~

g u..

.J

~

g 0

10

~k = 5.2 X 10-o CM/SEC 20 0 k = 4.5 X 10** CM/SEC 30 40 50 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

ELAPSED TIME -

MINUTES 8

9 10 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

Ct>

a:

UJ...

w

!E j:: z w

0 0

iii 0

I

== 9 LL

...J

~

0....

0 10 20 Ok= 6.5 X 10-4 CM/SEC 30 40 6k=6.7X10-4 CM/SEC 50 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 ELAPSED TIME -

SECONDS FIGURE 2.5-199 CONSTANT HEAD PERMEABILITY TESTS ON STRUCTURAL FILL FROM KELLER PIT SHEET 3 OF 5 210 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT14 OCTOBER 1984

II>

a:

w 1-w j::. z w

0 0

iii

i

(.)

I

~

g

14.

...I ::

0 I-D 10 20 30 40 50 60 70 6k = 4.9 X 10** CM/ SEC 0 k = 4.9 X 10** CM/SEC SPECIMEN DENSITY:

126.0 PCF (92.7%)

SPECIMEN HEIGHT:

16.97 cm SPECIMEN DIAMETER: 7.13 cm HYDRAULIC GRADIENT: 50.14 80~----............. -..1 __..... ________.._..... __.._...6............li........... 1.....i.--d....&......I 0

1 2

3 4

5 6

ELAPSED TIME -

MINUTES 1

8 9

10 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

~

w 1-w z

w

(.J

(.J iii (J

I

t g

u.

~

0 10 20 30 40 50 60 70

.6k = 5.0 X 10** CM/SEC Ok= 4.8X10** CM/SEC SPECIMEN DENSITY:

130.8 PCF (96.3%)

SPECIMEN HEIGHT:

17.2 cm SPECIMEN DIAMETER: 7.03 cm HYDRAULIC GRADIENT: 12.37 BO;~.... ----... --~

................................................................... _.. __.&.....&.--.i 0

2 3

ELAPSED TIME -

MINUTES 4

5 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 SIZE OF OPENING IN INCHES I

NUMBER OF MESH PER INCH, U.S. STANDARD GflAIN SIZ:E IN MILLIMETERS I

~

~

tO

.., '"'~"' :!

IO Q

CJ 0

N n

~....

0rrirTTI-r-r..,--i:::;::::c:is;c:::r-1111T"T1rniT"iT.,...,.--ri"'iT"n-ir--i 100 IQ BO 80 "O

m Jo 70

u 0 m

!':i 40

u

!?l

~

50 z

m m

u 0

60 m

z

-I "Tl 50 z m

u c

m m

60 40

~

~

m i5

c 70 G)

x:

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

"'II ITl

D

(")

m z

-I

u m

-I,. z m

c m

==

m i5

c

-I SIEVE ANALYSIS SIZE OF OPENING IN INCHES NUMBER OF MESH PER INCH, U.S. STANDARD 1D 20 30 40 50 GO 70 ea DO 100 8..

COBBLES BB11 BB13 COARSE GRAVEL FINE COARSE GRAIN SIZE IN MILLIMETERS MEDIUM INE SAND HYDROMETER ANALYSIS GRAIN SIZE IN MILLIMETERS SILT OR CLAY FINES FIGURE 2.5-200 90 BO 70 DD SD

'1:1 m

D 0 m z

-I

'11 z m

12 m

40 ::e m

i5

c 30

-I 20 10 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

12 z

w 0 a:

w Q.

I z

16

~

a:

fl)

...I c(

0

• t=

a:

w 20 23~.2

...I c(

i= z WATER CONTENT {%)

23.7 DRY UNIT WEIGHT (PCF) 99.8 VOID RATIO,

.&87 1

I 10 VERTICAL fil"~~ss -_ ~1..es !>!~-~~UAR~ i:cibT 10.0

~...-----...... ----__..... _____________________ 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

I-z w*

0 a::

UJ

a.

I z <

a:

I-(/)

0 j::

a:

w 4

8 12 16 20 23.8 1-------- --------------------lo f ~

I~

WATER CONTENT (%)

23.0 DRY UNIT WEIGHT (PCF) 99.0 VOID RATIO,

.696 1

1Q_

VERTICAL STRESS -

KIPS-PER SQUARE FOOT FIGURE l2.5-201 CONSOLIDATION TEST RESULTS ON LACUSTRINE SIL TY CLAY SHEf:T 2 OF 3 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMENT14 OCTOBER 1 QR~

I-z w

(.)

cc w

Q.

I z <

cc

(/J

..I

(.)

i=

a:

w 0

4 8

12 16 20 24 WATER CONTENT(%)

49.2

..I 28 i=

DRY UNIT WEIGHT (PCF) 64.4 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 SIL TY 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 w

cc...

en 2

a:

c(

ILi

c en 1

1 EFFECTIVE STRESS PATHS 5

2 c' = 0.543 KSF 4

4 = 23° LL sin <fl = tan fl

(/)

~

c' =O /cos 41 I

3 N.....

lb(')

I...

lb 2

1 1

2 3

4 5

NORMAL STRESS, a - KSF 3

4 5

6 o81G a 81H 0 811 6

7 8

f 8

( ll 1 + lf3)/2-KSF FIGURE 2.5-203 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>

2 a:

~

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 SIL TY CLAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENT 14 OCTOBER 1984

TOTAL STRESS CIRCLES LI.

t/)

~

4 3

uj fil a:

ti) 2 a:

~

c

(/)

1 1

EFFECTIVE STRESS PATHS 5

c' = 0.586 KSF 4

"'I : 31.5° LI.

sin </:I = tan /3 t/)

~

c' =a I cos </:J' I

3 N

lbl")

I...

lb 2

1 1

2 3

4 5

NORMAL STRESS, er-KSF 2

3 4

5 6

f o 81A D 818

<> 81C 6

7 8

7 8

( <J' 1 + iJ'3)/2-KSF FIGURE 2.5-205 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 TILL J*

r -

h Ji TOP QFRQCK t (A) LEVEL SPREAD FOUNDATION tcL BERM

... (~CL RAILROAD k--20 1-0" (TY~.)---,,...-:

BANK RUN GRAVEL

~

l

_[

TOP OF ROCK I SCALE: 1" =10' (B) CUTOFF TRENCH FOUNDATION 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

BASE COURSE STRUCTURAL F-ILL BANK RUN GRAV.EL SUBBASE COUljSE

]FILL CL LAKE ROAD' 10'

---

~tflLL-

, --------".!,~......_

1i Ji

[TOP OF ROCK

?i Jilj

?j I

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)

. ~o 60 80 100 0

0..... ~r--r-r-.~---.,.-----,..----,----.....,..-., 1257.4 1

2

• LL' f/J

~ -

f/J f/J 3

w cc f/J w t:=

(.)

w 4

II.

II.

w 5

6 I

I I

I I

I I

7 40 GIBBS & HOLTZ I

I I

I l

I 50

\\

\\

\\

60 f> SAND

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

70 80

.25~.oo

--ir-----,-----; 250 240 230 220 210 200 190 180

\\

\\

170

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

160

\\

\\

90 100 RELATIVE DENSITY %

I FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. 88-1 SHEET 1 OF 10 u.. -

z 0

~

w

..J w

J V 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

~ -"'

i='

en 3

w 220 LL a:

I-z w

0 t=

t=

210

~

(.)

w w

4

..J LL LL w

w 2*00 5

190 180 I

I

\\

\\

\\

\\

6 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.

u.

en

II:: -

en en w

cc en w

j::

(,)

w

u.

u.

w 0

D 1

2 3

4 s

6 7

GIBBS & HOLTZ 20 I

I

\\

I I '

40 50

X N (BLOWS PER FOOT) 40 60 80 100 250 240 230 -

t-u. -

z 220 0

cc >

w

..J 210 w

200 190

\\

\\

\\

\\

\\

180

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

'\\

\\

\\

\\

\\

\\

170 I

\\

\\

60 70 80 90 100 RELATIVE DENSITY %

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

TOP OF ROCK NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENOMFNT 1.4 n~Tl"\\Rl=R 1 QR.ti

u.

en

~ -

en en w

£C,_

en w

j::

(J w

u.

u.

w 0

0 1

2 3

4 s

6 7

GIBBS & HOLTZ I

I I

I 40 N (BLOWS PER FOOT) 20 40 60 80 100 I

I I

I l

I 50 260 255.00 250 240 230

u. -z 0

j::

220 w

..J w 210 200 190

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

18_0 I

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

I

\\

60 70 80 90 100 RELATIVE DENSITY %

©SAND

[!] SANDIN>100

~ OTHER V GROUNDWATER

'=' TABLE FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. 88-7 SHEET 4OF10 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

~ -

240 rn rn 3

j::'

w cc LL -

I-230 z

rn w

0 I-

~

(J w

w 4

220

...I LL LL w

w 210 5

200 6

I

\\

\\

\\

\\

190 I

I I

\\

\\

\\

I I

\\

\\

\\

\\

\\

\\

\\

I I

\\

\\

\\

I '

\\

\\

\\

\\

\\

\\

I I

\\

\\

\\

'\\

180 I

I I

\\

7 40 50 60 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 NIAGARA MOHAWK POWER CORPORATION

.,.. TABLE 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 1

2

u.

fl)

i.:: -

fl) fl) 3 LL.I a:

I-fl)

LL.I >

j::

0 w LL 4

u.

LL.I s

6 I

I I

I I

I I

7 40 GIBBS & HOLTZ 270 260 255.00 250 p

240

u. -

z 0

I-230 oc( >

LL.I....

LL.I 220 210 200

\\

\\

\\

\\

I '

\\

\\

\\

\\

I '

\\

\\

\\

\\

I

\\

\\

\\

\\

\\.

190

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

I

\\

\\

\\

50 60 70 80 90 100 RELATIVE DENSITY%

(!) SAND

[!J SANO!N>100

~ OTHER V GROUNDWATER

..,.. TABLE x x TOP OF ROCK FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. 88-9 SHEET 6OF10 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT t"'lf"'Tt"\\QCQ 1 OOA

N (BLOWS PER FOOT) 0 20 40 60 80 100 0 __..._ ___________ -E:9-,-----....,..----_,....---. 261.4 1

6 1

I I

I I

I I

I I

l I

7 I '

40 50 GIBBS & HOLTZ

z:

\\

\\

\\

\\

\\

\\

I

\\

\\

\\

l

\\

\\

\\

60 70 260

~ 255.00

'-----r-----r-------i 250

\\

\\

\\

180

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

170

\\

\\

\\

\\

80 90 100 RELATIVE DENSITY%

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 x

TOP OF ROCK FINAL SAFETY ANALYSIS REPORT t.r.ACJ\\lr'IUCll.IT 1 A f'\\l"'Tl"'\\OC:C -11 no JI

LI.

UJ

~ -

UJ UJ w cc I-UJ w

i=

0 w LI.

LI. w 0

0 1

2 3

4 s

6 1

GIBBS & HOLTZ 20 I

I I

I I

I I '

I I '

40 50 x

N {BLOWS PER FOOT) 40 60 80 100 255.00 250 240 230 220 i=

LL. -z 210 0

I-

<(

w 200

...I w

190 180

\\

\\

\\

\\

\\

\\

170

\\

\\

\\

\\

\\

\\

\\

\\

I

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

\\

'\\

160

\\

\\

60 70 80 90 100 RELATIVE DENSITY %

FIGURE 2.5-208 BLOW COUNT PROFILE FOR BORING NO. 88-20

(!) SAND SHEET 8OF10 V GROUNDWATER

.,.. TABLE NIAGARA MOHAWK POWER CORPORATION 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

2 260 LL

~ -

255.00 w

3 t-a:

250 LL -

t-z w

0 j::

j::

240 ct 0

w w

4

...I LL LL w

w 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

2ss.'oo

u.

en

ic::

250 en en w

3 t-a:

u. -

I-240 z

en 0

w j::

j:::

<C (J

w w

4 230

..J

u.

u.

w w

220 5

210 6

I I

\\

\\

\\

\\

I I

I

\\

\\

\\

200 I

I

\\

\\

\\

\\

\\

\\

I I

\\

\\

\\

\\

\\

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 NIAGARA MOHAWK POWER CORPORATION

'=' TABLE NINE MILE POINT -UNIT 2 x I TOP OF ROCK FINAL SAFETY ANALYSIS REPORT AMFNnMFNT 1 A.

nr.TnRS::Q 1 as:u

(A) EAST BERM

~

~

j

~

~

~

~

~ILL

~

~

Tl~L

, I

~

(*

EL 260' J,

(C) WEST BERM llfl JJ h

Ji h

J; (B) LAKE ROAD BERM CL BERM

~

llLL Ii

~

Ji fi fj h

(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

0 0

LL 280 275 270 265 260 255 0

10 20 FOOT 30 40 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

l-o 0

LL 275 270 265 260 255 0

PMF 112 PMF

\\1 10 ROCK 20 FOOT 30 40 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,...

C\\I I.I'>

c.o N

100:1 t> Ir II)

I.I'>

N 0

(")

l-o 0

N Q

u..

0,...

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

ll')

~

II (J) u:

N Co?,..

II CJ) u:

UI en 0

olS LL

E

0.

~

[> 11 0

(")

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 C'll M

0,...

M 0 0 M

Q en C'll 0 co C'll

.LOO:I FIGURE 2.5-211 0 co C'll Q co Q

U')

Q 1-

~ o 0 u.

Q C")

Q 1:\\1 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,...

M 0

0 M

0 CD N

0 co N

l.00:1 0,....

N FIGURE 2.5-211 0

<O C\\I 0

It)

C\\I 0

It) 0 I-0 0 u.

0 N

0,..

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

0 0 Cf) 0 en N

100:1 C)

(\\I Q

U)

(\\I C)

U'J C) 0

(") 0 u.

C)

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 N

0 N

.100.:1 0 co N

0 Ill N

0 co 0

It) l-o 0

0 LL.

(")

0 N

0,...

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 Q)

N c co N

.100.:J 0

lt)

N 0 co 0 in l-o 0

o LL

(')

0,..

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

0

/

0 2

SCALE-MILES 0

2 3

4 SCALE-KILOMETERS

f.

I 0

", ~

'# UL H C l

¥ t & IC Q

• • t FIGURE 2A-1 SITE VICINITY 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 BASIC EOUATIONS CONTINUITY*

dds [b2 (2Ucos9 + v)] = 2blamY + a 1Usin8 cos Bl a -MOr.AENTUM :

dds ( ~

2 l2Ucos8+VJ2co1B]

2bUlam IJ +a, Usin Bees 81 +.ljcdU2 b1in38 z-MOMENTUM d [ b2

]

ds z12Ucos8+vJ 2 sin8

b29 Po-P -

./Z CdU2 bsin 2 8cos 8 Pa DENSITY

s [b2 (2UcosB+vHp0 -pl] =O CONSERVATION OF MASS*

dds [b2 (2Ucos 8 +Vlcp]: 0 GEOMETRIC

.2.!..: cos 9.2l = r.in 8 ds ds 8 - ANGLE BETWEEN THE AXIS OF THE PLUME AT ANY POINT ON THE AXIS AND THE HORIZONTAL b -

LOCAL CHARACTERISTIC LENGTH, LINEARLY RELATED 10 THE STANDARD DEVIATION OF MOISTURE CONCENTRATION. THE PLUME DIAMETER IS CALCULATED FROM THIS LENGTH AS 2. V2 b Om - MOMENTUM ENTRAINMENT COC:FFICIENT al - THERMAL ENTRAINMENT COEFFICIENT Cd -DRAG COEFFICIENT 9 - ACCELERATION OF GRAVITY rp-MOISTURE CONCENTRATION ALONG PLUME CENTERLINE.

u (To,RHI L

BOUNOARlfS OF VISIBLE PLUME U =AMBIENT WINO SPEED To : AMBIENT DRY BULB TEMPERATURE RH: AMBIENT RELATIVE HUlllDITY V : PLUME VELOCITY T : PLUME TEMPERATURE p *PLUME DENSITY po=AMBIENT AIR DENSITY l

S =DISTANCE ALONG PLUME CENTERLINE (ft)

• =EXIT CONDITIONS h =HEIGHT OF TOWER FIGURE 2C-1 COOLING TOWER PLUME MATHEMATICAL MODEL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

80 -

2 c.>

~70

<n z

0

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~60 2

)

0 >

!!: so

<(

t-x LI.I 40 PERCENT RELATIVE HUMIDITY

+--~~~-~-t-~---t~~~~:--~-t--"'~~-t---=oo.-.....i100%

CURVE PARAMETERS FLOW* 100 PERCENT

--- 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

I&..

0 CURVE PARAMETERS FLOWc 100 PERCENT RANGE* 27.0°F DESIGN 580000 GPM 75%

100%

50..... -----1-------~-----+------+------+------;.----~90~

w

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ro

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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

~ 20--

cf 2....

1.1.. 15-I

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/

.... 10-/

~

I TURl(l!Y POINT MECHANICAL DRAFT TOWER

~

I

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o.__ ___..__. ___.....__, ___..__. ___..__. __ __._ ____..__. ___.....__. __ _,

(/)

~ 40,_

2

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a:

0

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ffi 10 -

CL 100 200 300 400 500 600 700 BOO DROPLET DIAMETER (MICRONS)

I S E:.W COMPOSITE O.._ __ _,_ ____...._ __ _,_ ____,__ ___,....._ ___...._, ______ ___.

Do o,

D2 D3 D4 D!I Og o.,.,IC DROPLET DIAMETER (MICRONS)

Cl)

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.... 20 -

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a.

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0.._ ___..__, ___.....__. ___.....__, ___..__. ___

.....__1 ___

..._1 __ __J 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

E u --

itl Ill> 0.3 1-----+-if-----+----t-----t

+ -

t:

~

NOTE:

0.02 0.04 0.06 DROPLET DIAMETER (CM)

~~ =[47Tdl+~')][K(po-Pb)]

0.08 10 I --------r----------,

'° b 10°1----_..,.:--'""r--+---------t K

u.,

Ill.

E u

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Q.

I 0..!- 10-1 1-----~::---l-~,--J~~---I

w:

40 30 20 10 0

10""...._ _____

0 50 100 RELATIVE HUMIDITY (%)

FIGURE 20-2 DROPLET EVAPORATION NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

1.0-----,..----..,.-----~----"'T"""-----,

0.6

~,o

• c c

50 0.4 40 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

~

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+ -400H MAIN STACK

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+ 300N

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[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 IS.I.,

10.00 t Na:> H

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TUNNEL N0.2 (EAST)

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• 1!;

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"--O:Ff'~U 511<\\FT

• o o

FIGURE 2H-2 ol': *~

60 I

KEY TO MAPS OF SHAFT AND TUNNEL EXCAVATIONS AND EXCAVATIONS OUTSIDE OF MAIN PLANT AREA NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANAL VSIS REPORT I

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I RELOCATED COOLING l1JWER

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NOTE SU NOTE 81 l iN TMt.E OF COIHf.Nt 5 LEGE rm I -- -

I D

ARD. OF' IN51"£CTfD TOP OJ" 8EOR0Ctt.

NtU OF th5P£CT£D AHD MAPl'(D PINAL AOCIK Cffl;Cl,

f5ll INVf.R1 FIGUffCS.

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 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

n.nc;o fl. 1340

"'ATCH TO FIGURE ~

tl nso TRA.. $rORWCR PIT CONTROL UUll..PING CL. IOt ~

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MATCH TO FIGURE 4 I

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ClftCULATIN.G, WATER PIPJNG TftEHPi COOLUIQ TO'l'tR IORIGHllAL LOCATtONJ 1487'S, 17 W !

FROW CENTER Of AEltlOfl~ ------

---\\

LEGEND

----, All{A OF INSl'£CT£1l TOP L.. - - _J ~ llEDROCl<

D

[L244.0

• .. d AREA OF INSl'£CTED FINAL ROCC GRAD(

DESIG!l£D ELEV~TION Of FOUNE'ATION GRADE

• ,o ICALI IN FUT 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

---

tONDEh.. T£/ PUWP PIT-1 CIRC 1114TER PIPING TRENCH CtRt WATfA DISCtlAAGC ?'5ei: t<.V sw1TCttURO CIRCULATING ,..ATER INTAKE T~ANSFPff'ilEH Plr H!l kV SWIJCtttARD CONTROL BUil.DiNG OtESEL GtNCRATOff l!Ull.OlfCG 0 SOUTH IAUI( ill* 0 0 SOUTH ELji:'.C lUHHEL I I l oou** LEGEND D SEISMIC l AREA/QA t.ll l - M.APPED SEISMIC l AREA/QA CAfl - 10 Bf ntAVATlQ A.NP WAPP£0 SEI 5MIC 1 AREA I HOT QA CAT I - MAPP[O.

• AU.$ TO 8E MAPPED, FIGURE 2H*6 OA CATEGORY 1 & SEISMIC 1 AREAS AND FUTURE MAPPING NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANAL VSIS REPORT

.. oo IQ!CC ~o

~

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• ~*oo TUNNEL NO I (NORTH)

~*(O L,~jfl.t< ( SHAH TUNNEL N02 !EAST) [.] SEISMIC! AA'[AIOA CAT t-t.L\\PPEO ~ S[l!IWIC l A.ACAi ttOT QA CAt 1-MAPPED. "°" O>I>> IG*CC IT.000 <>tOO 0 rf~S(R )>U.'"T fO 0 .fO .0 e N

==-; JitAU 111 f'Ul FIGURE 2H-7 QA CATEGORY 1 & SEISMIC 1 AREAS TUNNEL EXCAVATIONS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

.--~~~~~-_____J 5£RY!CE WATER PIPlLINE ClfJC WATEP IPlliG CIRC. WA.TEA f'lt'lflG CIRC 1'1.lf[ R Pl PING TRENCh COtilAOL P.LllLDl~O 01£ S£L GENfR4TOff BUILD ING HORTH IZ C TUJ.fMCL. 0 0 NOfflt'f 1AUl BAY 0 I l sour~ I \\ CIACULAT1*a WHEA \\ Pl~INO TACNCH \\ C(HTER Of' COOLING T0W£A 1487'5,.,,... s: \\ COOLfff(; TOJr(ft (OfltGINAl. LOC4TlOHJ rAOM CENTER Of AUCTOll ----~-..-------

---

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LEGEND ---~EXPOSURES a A.Pf'fl011YAT£D ST1'HC£ 0, Tl1RUSf ZOt.E EltCOUNT£11£0 fN 1976111. E:::;)) INVERT INTERSECTED Bl THRUST ZONE -- ROCllC W4LL 1Mt£A$t.CTED BY THRUST lOH.C 4 0 0

• O 10

"' -sol I SC&"[ 11' f'tf:1 FIGURE 2H-8 FAULTS AND FEATURES IN PLANT EXCAVATIONS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORI

T\\liN[L NO Z 5TEAE0hl!'T5 ""Ulll

• 111......... ()111-l*f.t.1'611 ~* "llWTU

"'4C!"&.,X"U, l'ET ro £OulL AMA ST£Jl!ONCT3 11.0'fl'E.R ttUfCSPt<l'(I c:::::::J U>> CO.ClwtU1 :~ @f!!!if> WU..1.-'tl ~talU "fOC. M"l*J11*1114il D*O*Uf1D'9 I*>> *ill*rl.! tl'ld'(,*t*IL 1rot_.t.#... 1--&UQ' Ofltl.lsJ.t.TIC*(&JIPflfU tl.n:i't... &.. H '"""""......,,.....,,."""""' 'li'11-11tfll tttO"l,&a-R f\\IHHU. Pl> t

• \\,.lf[lo."11111'4.-H.1

'"*~*c 11t"' hfHGI Cl'hf.,,.Al'>Olril lf'f f'CllW'11 WJ4"i1J*'!i1 n.-.n..Of WMIS ll*'IOl"T"*ctl hlUU C:-*OtrlfOI JUjl>ll'Wlll "'D*ir.,-.o*a( K.t1111*11.111'.IWC IJlllll.llUUOll Mil 1101Mr1t ......... 1*tc f. ' t* *** ~ ([fil "°" ~ ": (:;;.:=.: ~--

• O l

  t JO ew-;

S.l:ALl IN Jtt" FIGURE 2H*9 LOW-ANGLE SHEARS INTERSECTING TUNNEL EXCAVATIONS NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANAL VSIS REPORT

zZ 0 ;: ;... ~24 2> U*'ITC JOl>HS I tHC-E, OG'"W

2. N7l-£. e!l*W

l. l\\l~O*E. TT" E YhlT D BO

4. N76*£,H"Ct N74"£~H'E N1e*W,!14"E' G N~t*r.* a:1-1.-*w 7 N73"C,9'J"W 9 H!l"W,83'"\\lf tt NZ4"w.r.s*w 10 NU"E.l~"W 11 H0l'W*No62"(,86'"W 12 1\\153*W,ll"E 1.$ N7~"£,49"W

'°' N7Z."E, 89"W TC I:. H7!1"E,7!1"[ 1& H7o*r-fne*w. 76"W 11 No44"£, 1.IC"W

18. H6.5:9£. 83"#

19 H.a*w.e&*£ 20.N7l"W* Pc'T"C, ~** ZI IH4"W, n*£ U N!!l"C,13"W 25 N7'"E, tt*w 2.4.N7l"W, 89"W 2!i.H7&*w, n*w 26.kll"E,89"W 27 Nla"E,D'l"W Fll.1..1.. G UHITC. 90 IOOH I ID 120 WEST WALL 180N 140

• • c 170 REACTOR SOIL EXPLORATORY TRENCH LEGEND LITHOLOGIC UNITS:

SS

• S.\\f.IDUDHE

!JNITA IHTEJU:IEOOEO SIL'T AND FINE SAH!J,OCCASIOH&L POCJ<ET5 OF GRAVEL Ot A 1 ~ LOCAltDN Of'" JOINT tH S:S DEDROC:llt

SANDY SILT UATIUX, FUtES ARE NCH PU.ST IC t.NO STIFF, M.NDS ARE DENI[,

tOfllE.. l~Tleli 'SHOWN AT l-£.FTI >>DIST, OREY BADWN.. UNIT B SANDY Sill ANO SILTT SAfW, WlTH ADOUT 30"airl"ll. NDNPlASllC FINES, 40-60~,F'INC TO COARSE SAND,WOSTlY FlNE AND !"10'4 FINE GRAVEL, DEttSE 1 tlAR0,0AYP,GREY BROWN. UHwtATHEft£D GUCIAL TILL. UNIT C SANDY $LT.\\HD Sil TY SANG, WITH A.BOUT 20*lO"a. HONPLASTIC flNES,~0"70"' fl NE TO COARSE SAND, WOSTL.'I' FINE AND ~*ti)% F'!.. E GAAVEL.OU1S£~ HARb, DAMP. QR£Y ll"OWff TO RED llROWN, wtAlH!ll[D OISTU,.DED CiUCIAL TILL. UNIT D !iAMDY SILT WlTtt A.BOUY 6'% SIL1' ANO M% FlhC AHD VEft't F'IHE SAti01 Gfl£Y. CENSl, MOl5T, £SSCNTIALL'f UH*EATHER£0. FIL-lffG' SILTV, FlltE SANO BOUHDED BY t'IA.YELS AND COBBLES. FIGURE 2H-10 GEOLOGIC MAPPING-SOIL WALL REACTOR SOIL EXPLORATORY TRENCH NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

( 340 380

no 300

~ 340 3lO lj!n ~~ QI! -.. J20N 370 390 400 l<OR111 Ui.4G0flAL WALL--......_ !FIG. 961 420

• 430 440

-..tANHOLf ih 0.A. CA. li IFIC. 981 450 ~ 470 490

110

~SOUTH DIAGONAL WALL IFiG. 961 520 5JOE ~'{t'A~H~ 3llO IFIC. 961 .570 340 J.!O l20N 420 430 440 4llO 4eo 470 480 490 500 !Ito 520 530[ HVT /GTS TUNNEL - FLOOR S'S - SNCl51Gf£ Sl.lSl -SLTStO'E FIGURE 2H-100 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 I

~*a 330H 3.10H - i3 ~ I \\" ""'""' ""- i 320 320 ~ - ~ IFIG. 901 311 -llJ 300 JOO \\ 290 \\ 290 SOUili DIAGONAL WALL-' !FIG 291 280 2!IO 27Dll - 27111 ~GTS TtNIEL lf"iG 971 lflG. 991 120E 130 MO 1511 l!O T70 'llO 1IKl 200 211 220 230 240 2?lO 21111 270 280 290 JOO lll 320 33CE HVT /GTS TUNNEL FLOOR ~. I ~JlltUl LEGEND !:.~ *- S,IJCSTOt.C ,..1"'"...i...Gi CHJ.tf'Xlttu\\I' lfll FIGURE 2H-101 Sl.TST -~T!HCf..C t=t VOOX:AL M'1"5 HVT/GTS TUNNEL FLOOR .91 - S!tAL£ (S.W. PORTION) NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT AMENDMENTS MARCH 1984

I z S? I-;! ...J SE CORNCR SECTION A 143 5 S, 72 E ~ REACTOR SOUTH 235 - I-- 215 EAST ARC ENO OF WALL 60'5, 7Z' E JOIJr*T N&l'E,90' ---.._\\\\J-______________________________ _,_ _______________ I I z 0 ~ ...J w 245 235 22~ 215 )-ss11s11 r GO'S 70' eo '\\', 110' EAST WALL 120' 130' 235 I -z 22~ 0 ;:: ...J... Z15 TOP Of,.oc~ - ll.!1.filill ENO OF WALL 1q35s,s1 w 1 ~ SHALEtS't) r=J 5Af4DSTO~E:. (5 SJ E:N SILTSTOtiE tSLTSll e:J $AJiiD5T0"'1[ ' S~ALE I $1LTS1.0NE scau tltf FIGURE 2H-11 255 225...... I 0 215 ~ w ...J GEOLOGIC MAPPING-WALLS SOUTH ELECTRICAL CABLE TUNNEL NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

z: 0 ;: ..J 2.10 200 190 180 170 1 REACTOR SOUTH t 1rJw TOP OF ROCK"'\\ l -ni - -==- - _..~ ... * ~

• ~' *.*.*
• -"':'*~ --*

20' 30' 40' 50' liO'W 120'5 SOUTH WALL. ~-

• • • ~-

110' 90' WEST WALL LEGEND fE?.:,.=f SHAL£ l5HJ CJ !.IANDSTON£ (~HJ) ~-=4 SILTSTONE tSLTST I ~ !iANDS10NE: I !iH6.LE I SILTSTONI GAN.. GREEN BfUOt - BROKEN NW.CJIB!'!f.!L WEST ARC 6~l'.'r,6U5'W*~--*+--"-'=-'-=-=:o-.... 80' 70'5 FIGURE 2H*l2 210 200 190 t;: 180 170 I 0 ;: ~ w .J... GEOLOGIC MAPPING-WALLS SOUTH AUXILIARY BAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANAL VSIS REPORT

2 10 - 200 ~ 190 ~ I-UJ ...J w 160 170 L. w ( TOP OF RUCK !!ROREt~ BACK SEVERAL FEt'T -....L..------ -- 7 ~~*- ~~- :*~ -*~*-***~~ ' -*~ ~ SE CORNER 12615, 54 5'E I REACTOR SOllTH 210 2.00 190 ... r=._- *. _

• ----- ***~--- ~=...;:...-:-:..

~--=""' r~~~~~~~~~~~~~~~~~~ I BO 170 ~~ r . <"-._ BOrlOM Uf ~XCAVAllON ,.,..;:;:;c '- BOl'TOM OF EXCAVATION ~- _.___--, z !2 I-UJ ...J w ...._--..-----.------.-----..------r----..-----r----...------.----...------.----~l-~'60 70°5 ao' 90' 100' 110' 12.0'S SO'E 40' 30' 20' IO'E 160 EAST WALL SOUTH WALL LE GENO 1~~1 SttAL( ISHI c==i SANDSTONE (551 f-::..::.1 SILTSTONE (St..TST) f,:J SANDSTONE /SHALE /SILTSTO*E GHN - Gf4EE.H SUL[ lf't ftrt FIGURE 2H-13 GEOLOGIC MAPPING-WALLS SOUTH AUXILIARY BAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

t-.._ z e UJ.... 250 2~ 0 no* ~10 2 !1 0 ISO.. leO 170 - REACTOR EAST -*-k- ~ :..* -:: ;.;. i=~:--- ~- ~ - -**.** **t-:~..:..:~~=-* 15~~ - C>- ~---- CD er SOUTH ELECTRIC CABLE TUNNEL SF CORNER 73.5' S, ~4.5' E _:cc.

• ;:a::a**. * ~
• _ --sk

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WEST WALL 17C'f-~ I06'W z 0 236 ~ J 232"' 50\\.ITH IRREGULAR DIAGONAL WALL NORTH TRENCH FIGURE 2H*29 GEOLOGIC MAPPING-WALLS RADWASTE AREA NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

SEE NOTE "3.C" AND FIGURES 2.5-63, 64, AND 65 FIGURE 2H-30 GEOLOGIC MAPPING-WALLS NORTHERN EXPLORATORY RADWASTE TRENCH NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

240 180'N 160'N I TO' 180' 200' ZIO' WEST WALL <:>OUTl1ERN PORTION) NORTHERN EXPLORATORY TRENCH 190' 200' 2IO' WEST W.lLL (SOUTHERN PORTION) 220'N

."t;. ;

I ELEV,(FT.l 235 El..EVJFT.l Z45 Z9d 300' WEST WALL [NORTHERN PORTIOlll SECTION G ,,-n;PIJI: ll(ID -._ '\\ I j_ I "'--,__ --.;;. I I ......,. *. ~~~ ~ =-m .. t ~-...- .-.............t *" *.---:---- l'tl -(::tc:=:;p -.**m:

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0 ;; ~ ~ ~ Z.40 r " ~ U9 TURNING POINT I 240N,102.Z!!W ) to lOO HO llC Ho [ A_:lf W&LJ. a c aur ~~ TCPQIE"HOCIC-m ~ ** m SOUlK WALL tlOATH WALL VO' ioo'

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.lli!!___£ SW CORNEii "-W CORllER 11£,CORHER 192..5N,147W rWUll,147.!iW 2075N,130W i:,. WEST Wlll.L NOITTH WAU. SOUTHERN RAOWASTE SUMP NL.COR NER J0814,11025W EAST WALL SOUTH WALL NORTHERN RADWASTE SUMP SE CORNER 19~N.130 W 1 .. :=:= __ ---*- .:;:::--~ - - ~ EAST WAU.. WEST WALL 110* Zl5 ~ l.\\O;. ~ DJ lJ 110' TURNING POINT 2 40N,10 2.2~W lOO LEGEND E Z4D ~ z " t.U e D u.. osro.. c 1111 @_.;:.J s~m o,.1: ~ Sol.. D5T.O!rtE.J~IL.TS1~EIJt4* 1..l l"[CCIA AH.O ' '"'" CLAY SllUll\\IPL '-Nl d' w- - ., 1 CCf FIGURE 2H-31 (SHEET 2 OF 2) GEOLOGIC MAPPING-WALLS AADWASTE AREA NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

ti E CORNER 2975N, 185 25'W 235 I-'- I'

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I f>CAI r FFFT FIGURE 2H-32 I-.... z 0 ;:: ..J w GEOLOGIC MAPPING-WALLS RADWASTE AREA & SCAEENWEU AREA NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

0 ;:.. 245 .2J5

z 0

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z 0

~ ~ L(G[t~O ~ .S.1-01L.E ! S>t l t=:J i!-.t,D310Nl. ISS) t:'"--:.-1 'ilU:ltON( ltl.r$T) I~ S.A'40StOfff., srt*LE 1 :.u.atckt 11.IUlH:

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Wt"ATH[A£0 sc:u - st~ou.. MOO - frllQO[ltATEt.'f FIGURE 2H-33 GEOLOGIC MAPPING-WALLS SCREENWELL AREA NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANAL VSIS REPORT

220 t-

u.

220

z_

0 ~ 215 210 NE CORNER ~ 292'N,lil5.5'W 2~l!'N 185.5'W 256'N 1832.°W EAST WALL EAST WALL ~ S E CORNER 27T9 N,1855 W 277!l'N 185.S'w SOUTH WALL SW CORNER 2n9N,1932 W 277.9'N 199.2'W WEST WALL SCREENWELL SUMPS -NORTHERN I 242 7'N 185.9'W 2~24'N 19B.2'W SOUTH WALL WEST WALL SCREENWELL SUMPS - CENTRAL ~ I NW CORNER 292.5 1N,191l.8 1W 292 S'N 198.B'W NORTH WALL tJ W CORNER 2579'N,198 9'W 2~7 9'N 19B.9'W NORTH WALL [-_.-J SHALE (SH1 l=::J S*NDSTONE {SS) f-=---:i SILTSTONE ISLTSTl 2s2'N 185.S'W 0 .... z :i

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-220 '-210 220 >-210 NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

u.

240 ~ 230 ~ w 220 210 280' 290' WEST WALL. (302.WI 1-sw CO~PIER I 1Z G'S,527 6'W ENO OF WALL lOO'N SECTIONS C 10* 60' sos

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Jo' SERVICE WATER PJPELll<E SUMP-WEST WALL(027 s'w) t 220 I z 0 ~ .J w 210 JIO'N 22~'.2w

• - 220 I

I 220 z 0 ;:;..,. 2.10 ........... 01ro.,. OF,,,.,.. !!OH / l..rassH.. l.A'tU JOtN'f N£r.S"[,4~W...-- NW WALL JIT'H 250'W 326'N NE.

!~O'N 2*ctw WALL 232 s*w 210 NORTHERN IRRE".GULAR INlERIDR WALL S.E. WALL

~ TURNltlG POltn 20Z9 N,250 W 291 ~'N 240'W 283 1 1H ~l' 278 1N 260'W z1o*w Z20...... z 0 iii 210 .SOUTHERN IRREGULAR INTERIOR WA* 1 LECiE:tH:~ ~ il1tloL[ IStU D SA~OST01\\1£ 'SSI f'=..!-.t;'4 51llSTt;trt[ ISi.UH E::3 S.&HD!UOUE. I 5H.lt.L[ I 51LTSOOHE 'k:- FIGURE 2H-35 GEOLOGIC MAPPING-WALLS SCREENWELL AREAi SERVICE WATER PIPELINE SUMP NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT

240 z 9 230 w ...J w 220 20*11 240

u.

230 2 0..... ..I

22. 0 210 S.W CORNER z~~u. ~15 ~-w

- TOP OF ROCK JUl'-l <<Ge*E.~***\\

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0... -- :s 60' 130' "'£ST WALL 240 230 220 210 70' .z 0 ~ w ..J... 140' 150' LEGEND 1~~".=-il S~U,LE U*ll [.==J SAJifO:!oTOffl' CS$) t..;;o ::'j SILfSTD~E (51..TST I 160'N ~ 5&MOS10~£ ISHAl.EJ SILTSTONt FIGURE 2H-36 220 GEOLOGIC MAPPING-WALLS CIRCULATING WATER INTAKE & PIPING ENCASEMENT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANAL VSIS REPORT

z 0 240 230 z a ~ 230 220 0 z z ~~XBBR r U- ~-"- -

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11!40 8 ~ u Z40 z 0 ;... w _, Z30 ~,r~i~¥J.!L BA"N. ci z z u.....

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(;:._.:~j -$11..TSTOfiE ISLTSTI WEST WALL ~ 240 I z ~.. <t NORTH WALL BO'N 90' 100' 110' OUTER WEST WALL S E CORNER 6~ N, 334W $[(11QN C 120' i30' 140' C ff R 6 'N, 396.IZ 150' ENil OF A 64N,414~W 240 160' SECTION D 240 z 0 ;: w '°' ~JO...... -----~-----...------,.------.------...------.------.--._ 230...._---"'"'""'-.&. 230 .J w 330'W 350' 360 1 370' OUTER 5 0 UT H WALL 380' 390' 400'W SOUTH WALL 170'N E::j SAND5lOHE f 5P4aL.£./ SiLTSTONf 8~10... - BROll£lil WX * '#f£.ft.TttEAED SL... SLUf"TLY SC~f.[ IW HU FIGURE 2H-38 GEOLOGIC MAPPING-WALLS OFF-GAS & DEMINERALIZER BUILDING NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

240 z 0 ..J Z30 230 I z 0 i=... ..J... 220 END OF WALL 156'N, 3Z3'W TOP OF AOcic: -.,,, SH-<-...::: I BOTTOM OF EXCt.VATIOU zaw 33G 340' 350' 36D' INNER NORTH WALL 230...... z 0 i=.. 220 ..J... JOt~T:4"o~tV \\.ooTTOP!I! Of E.X<:AY.\\llOH I'-~* APART 10'5 t IO'N WEST WALL CONDENSATE PUMP PIT SC CT ION D EtJO OF WALL 1'57'N;*i6s* w-:. 240 z c ~ } tJQ lf-lf t173*E.90* w 230 150'N 140' EAST WALL HEATER BAY SECTION A NW CORNER 156'N,389.5W SH 1 370' 3BOW' l:IGN OFF GAS a DEMINERALIZER BUILDING NE CORNER 116 s'u,389.~'W SEL'.TION C CORNER 116.S'N, 389 5'W TCP. OF ROCK) w z

c DOT TOM OF EXCAVATIOHJ l::i; 140' 130' INNER WEST WALL END OF Wo\\LL ifos'N, 3 H' W 120'N TOP OF ROCK Z'IO '"

I 230 z c ~ w ..J .... 240 240 ~ z 0 ;:::... ..J eor rcM or EXC.\\'o'ATION z 0 ~ w ..J LEGEND 230..L...,,.--~~~~.---~~~-'-..-~~~~...-~~~~...-~--1-230 l=m 5K4L( 15HJ CJ ~ANOSTOkE: (SS) k---3 SILTST01'E IS!.:rsn 390W 130' 360' 370' 360' IRREGULAR INNER NORTHWALL OFF GAS a DEMINERALIZER BUILDING 120'N EllD OF r.iAPFEO AREi> 120N,l66W z 0 s w ..J llJ 350'W F--_-:.J SANDSTONE / 'lHALE I SiL.TS ~ OkE FIGURE 2H-39 GEOLOGIC MAPPING-WALLS OFF-GAS & DEMINERALIZEA BUILDING CONDENSATE PUMP PIT & HEATER BAY NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

~ 220 §... 210 ea' 0 z U lCP Cf 40Ci< 2 r r- ~ SECl"IOI< A .I01fil ft.Cl'. N7,*[,90* ~,~~~~ ~ -_::.::..'*"'~~- ~- -::.~ - -rFq.i§1L.zoNt F"o5!Sll.ZDNE

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300'

~10 320'W so' 40' 30° 20* OIAGONllL WALL SOUTH WALL 10' 0 240°W 230' tlOf!TH W4LL 220W LEG(NO j*- -1 ~H,.lE f5 *1 [==1 SAllDSTOr1!: l!S ' j'r: -:--J SILT~lONE (SlTS"T) ~ SAhDSTONE / S*;AL£ tr.ILTSTONC ffl_ - WE:Al~[~(D 0 e.-:s-- FIGURE 2H*40 GEOLOGIC MAPPING-WALLS CIRCULATING WATER PIPING PUMP PIT z 0 w...... NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT -UNIT 2 FINAL SAFETY ANALYSIS REPORT

4.

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250 240 t z 230 £.,, _J... 2ZO i? 10 ?lO 210 400'W a: ~ u: x- ~.. 390' ~IO'W NW CORt.IEH <O< <ON,,fn'W ~oo* 390' ~ 267 28'N. *OO'W TOP or ltOt*1 ~He . ::::=:= BR.. M =~.:.... 0 z 2.40 z~o z 0 ~ .. -::;:="':'~~- z;~:s.:::;*_:-:>:.*.~=----=-'.~ ___. * -- ~

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2: Z20 480' --~~ ~ - 470' 460' NORTH WALL 3~0* 310' 330' NORTH WALL 4~o* 440' 430' 3ZO' 310' 3011W ~-- 420' 240 230 !;: 220 z 0 ;:.. 410' ill~J!.Q__ [:::;;;J CJ [§ f.<~-3 210 4DD'W SH4ll ISM) SA*1i>STOPtE tSS\\ .SILTSfDHE ISL.an !:i.\\PtDSTOttC 15rt.t.Lf/!JILf510fif. BAK!'! - B~QftfN Q I 1UL!. 111 rcn FIGURE 2H*42 GEOLOGIC MAPPING-WALLS CIRCULATING WATER PIPING ENCASEMENT NIAGARA MOHAWK POWER CORPORATION NINE MILE POINT-UNIT 2 FINAL SAFETY ANALYSIS REPORT}}