ML18249A128

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Revision 26 to Updated Final Safety Analysis Report, Chapter 2, Site Characteristics, Figures
ML18249A128
Person / Time
Site: Brunswick  Duke Energy icon.png
Issue date: 08/13/2018
From:
Duke Energy Progress
To:
Office of Nuclear Reactor Regulation
Shared Package
ML18249A165 List:
References
RA-18-0131
Download: ML18249A128 (75)


Text

! "##$%&'(#)*+$, +'- .-)~/ 0#, #&#)%*#1 0.,. 1 0.0 23~30#*0.0 23~30#*0.!-0*0."!(,0.(""0.-00!(,~ *--)156* ./-00""~ *--)156* .(-, DUKE ENERGY

&~ *--)*156*-.!(,*~ )-0.$-.)'%~ *--)*156*-.!(,*~ )-0.$0.',~ *--)*156*-.""*~ )-0.$-.)'~ *--)*156*.*-.""*~ )-0.$0.'~ *--)*156*$%/,7%/-0.7'!~ *--)*156*$%/,7%/-0.7.'" ###.0 .( #) ##~ ~# 1 . 0*/ 7~& 7.~#~%~0) #)..!,#..0#.~#~!100#0 .8# 9!~ #.#~!!~~-0$'(-, DUKE ENERGY

!"~~-0$'!(#6)7#! .. )1 #0# .2..)!/~ #67*.#~!&~ #67##~!% 7~##6!2&&", ~*7(. " ~*7,~. "1*7"!-7#""1*~$'"(1*~$'"... .-6) "/ -)"& -)"%. ..7~.(,. ..~(. ..7~*.*( ~ (! ~ (" .-.(-, DUKE ENERGY

(( --.( .--.(/ --.(& (% ~-., .0-..~4 ~0 *~0! .-."~7-~((.~#~7-~" (-, DUKE ENERGY

(., DUKE ENERGY 0 C, N l 50 fa DUKE ~ENERGY

(., DUKE ENERGY ' -+--'----~

--l'---,-'-77:...--~*M i f / /' I -/1 I / . -:_,_***l !

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

(, DUKE .... J ENERGY Southport Fort Fisher Ferry Village of Bald Head N.C. Aquarium at Fort Fisher ATLANTIC OCEAN N A

(., DUKE ENERGY l o 0.40.8 1.6 2.4 (WSW) Brunswick Nuclear Plant c::::J Zone Boundary c::::J 2, 5 & 10 Mile Rings (SW) (E) (ESE) (SE) 180 (SSW) (SSE) (SJ

(., DUKE ENERGY WNW [ill] ,-w 12 , 767 I ' 393 WSW I 9 ,3 04 I ' NW [ill] SW 12 , 0041 Resident Population M il es Subtotal by Ring 0-1 230 1-2 1,575 2-3 3,249 3-4 1 , 808 4-5 2,138 5-6 3,762 6-7 5,724 7-8 5,365 8-9 4,372 9-10 5 , 327 10 -EPZ 1,700 Total: NNW I s , ss2 I SSW [Dill Cumulative Total 230 1 , 805 5,054 6 , 862 9 , 000 12,762 18 , 486 23 , 851 28,223 33,550 35 , 250 35 , 250 N [ill] s 11 , 11 2 1 w NNE [ill] SSE [ill] -_, N E I 1 ,s os I SE ENE I 2,1ss I .., E o*~ -, ESE [JI] 10 Miles to EPZ Boundary N E

(., DUKE ENERGY "' ll: w ID :::. :::, z 0 f-0 :c 0.. ..J c,: ll: w c,: p Q R s T u ---------AERIAL FLIGHT LINES---------

r 0 LEGEND * [ l [Ell ( } CENTER OF SITE. FARMS PER SECTOR GOVERNMENT OWNED LAND MARSH OR BEACHES ( Unsuilable for Farming} SOUTHPORT CITY LIMITS AERIAL PHOTO NUMBER NOTE, NO FARMS IN NEW HANOVER COUNTY WITHIN 10 MILE RADIUS 2 SCALE (miles} 3 4

>\:~:=.(**.:-.-. .-_ .... . :_. :* ,: -'~ . : ... * .. . . -: I O It C .. ' l ' 0 ,. ' .;s ! ......,_..,,...,..r,, i r l A N r I 0 C E A N C I

(., DUKE ENERGY 180 170 l60 150 !:: , 140 8 ..J Ill > I~ 120 110,....._________.__

_ __.____"---'---_____._

_ ____.___~___.______,...______.__

_ ____.___------,--,, 20 4o eo

  • eo 100 120 140 160 1ao aoo HEIGHT ABOVE GROUND (FT)

(ri a: >-I 8 a: z a: ::::, 1-l&J a: (., DUKE ENERGY 1000 200 100 50 20 10 5 2 15 20 ./ v"' / v~ I/" .v ,.V V I/ V V / 25 30 35 40 50 ED 70 80 90 100 I IO lc:O l30 IIIO '50 FASTEST ONE MINUTE AVERAGE WIND SPEED-MI./HR.

(., DUKE ENERGY w 8.1 ii = 6.9 MPH 7.9 N s

  • 6.9 1---1----i.-----+----I-------I E u = ALL DIRECTION AVERAGE WIND SPEED NOTE: DIRECTIONAL AVERAGE WIND SPEEDS (MPH) ARE DISPLAYED RADIALLY -WIND DIRECTION

(%) 8.0

(., DUKE ENERGY WI NT ER (DEC, JAN, FEB, ) 8.1 N 8.0 8.4 SPRING (MAR, APR, MAY) 7.8 7.8 N 7.4 7.5 7.9 w '"\.....,-.J.--.+---4--1--IE Wl--1--+-+-+-+-

" 7. ~~-+-+-+--1--,1--1 E ii = 7. 2 s 8.0 SUMMER (JUN, JUL, AUG) 9.0 8 rl 8 8.3 9.2 w 1--+-+-+-+-+-

..: s 7.7 ii=6.2 s 6.7 6.9 FALL (SEP, OCT, NOV) 6.2 6.6 N 6.5 s 6.1

(~DUKE ENERGY u = 8.5 MPH 6.7 N u = ALL DIRECTION AVERAGE WIND SPEED N O T E : D I R E C T I O N A L AV E R A G E W I N

'o S P E E D S ( MP H ) ARE DISPLAYED RADIALLY -WIND DIRECTION(3/4)

(., DUKE ENERGY 8% I 12%

(., DUKE ENERGY E 8% 12%

~ !(., DUKE ENERGY .., :IE ' u* w 10--S 1/) -0 5 10 20 30 40 50 60 70 . 80 90 95 98 PROBABILITY (PERCENT)

~(., DUKE ENERGY ;;-) ::I! ...... u w 0 ...... X 10 5 .,,___-~-----+------+=-----~~~-----,,..,__~----+=-----~-,---~----,,' 2 5 15 20 30 40 50 60 70 80 90 95 98 PRCBABIUTY (PERCENT)

  1. $%&)(., DUKE ENERGY 1()6 rt) :I ' u L&J 1/) 0 ., X >-a: <t 0 z ::> 0 16HRS a> 72HRS L&J 10 7 !::: 1/) 624 HRS 10~------,--=---,~-=----==-----"=----=--=---=---

..... 2 5 10 20 30 40 50 60 70 80 90 PRCBABlLITY

(%)

  1. $%&#&$)(., DUKE ENERGY ,o-5r--------------------

-rt) -6 IQ fa U) -0 ...... X 8HRS 2tflS I HR i U) i5 i ,01 ...J 16HRS 721-flS 624HRS K)-a L....----I.-...L.---'------L-----'-L....-...___...&.----L.----L..----'

2 5 10 20 30 40 50 60 70 80 90 PROBAEI L ITV(%)

!"$'(~DUKE ENERGY 10 --------------------------, .,, u w (/) X >-0:: z ::> 0 en w t:: (/) 10-4 11-R 10-5 92HRS 16HRS 624 HRS" 10*6"------L-----L--_.__...,__1..,...._,___,J....._

........ _ _._ __ ..._ ___ _, 2 5 IQ 20 30 40 50 60 70 80 PROBABILITY(%)

90

"" '(~DUKE ENERGY r<l ,0-4 ...... u UJ (/) 0 ...... X UJ u z (/) 0 z 0 IO ""5 ...J ::> 0.. 0 0.. 0 ...J PR<SABILITY

(%)

~ (., DUKE ENERGY ..........

I HR ......_ ....,_ __ 24_HR~S w (!) <( a: w > <( -7 .. 10 ....... 2 5 ........ ...... 720 I-RS ...... -10 20 3::> 40 50 60 70 PR<:SABIUTY

(%) 80

~ %~&(., DUKE ENERGY 10 4 ._ -~-----72

___ 0 ___ 1-e........,..

---s 10 2 5 --------..... _ ---10 30 40 50 60 70 PROBABILITY,%

(., DUKE ENERGY 40' NORTH CAROLINA N 20' + 10' SITE 50' LONG BAY 40' 30*-----20' 10' ONSLOW BAY ATLANTIC OCEAN 33~~--..... ----..... --+--...... -....--..... --...... --.... --40' 30' 20' 10' 50' 40' 30' 20' '!O' 78°

(., DUKE ENERGY Time History of PMH at the Open Coast 23 22 21 19 -18 17 16 15 14 13 12 11 £ 10 ai > 9 QI .... 8 7 6 5 4 3 2 1 0 2 4 -Total ref to MSL {0.0ft elev.) / -* -Tide ref to MSL (0.0 ft elev.) / I / / , I I I I J / I/ / / ., ., ., ., ., ., ., ., ... -*-* 6 4 -3 Time {hr) -----/ V "' ... . -. -. ... ., 1 0 \ \ \ ' I 1 2

(~DUKE ENERGY

  • 000 11000 11000 -------0 61.0 1~1.0 1'160 re.l.Y I _, _, _, &,ALL

(~DUKE ENERGY PLAN-I NTAKE C..,llt;&L TYPICAL §E C TI O N THA.U WATER:,, MARSH TYPI C A L SECT I ON THA.U CA~A~ AT SERVICE AQAQ§

(~DUKE ENERGY PLA.N-DISCHARGE CANAL i *l ... r r-* l,C T ** N '1,-2,' 1 t '--~.TTi

(., DUKE ENERGY @**'-"f~ s*t.ve*.i u.(D {D ~) (!) , rl 1r1-'-~--~----~~----r u..Ao'o, -; J u . ,~ .... .. ** , *. : i n To::i"" ,** .,*i'tit u.-:12.Ai..

, ,__.,~~~~

11 ** , 0: 0,' t,\*1 t1.0*1>*a c. .. ,..,c, .... .,. .. ,.-..........

o:.,: 4'*"" .. <.,.,,, h,**\. *** r .U.H : l .... o, a .. .,., , c c:* .. o& \.*wl. ' © ! r .., ... .... @ I!'.!...-.. OC Q llGI :L ... ) .. ;': ' ;.' u.r* , ....

(~DUKE ENERGY NOTE* +!Or-------------------'----------------------------, +8 Z +6 0 I-" > "' .J ... +4 +2 EL+ 3.1 =r--o.,.__

--* . I t-----~c::::-

__ _ EL+I 2 I I I EL.+1.3 rr--*--" _/----, ,r-r~7~ r7---"b..:--..L*-1 I f-"="-e*-*-1 Y I. I-~-I I I I I I I I /1 I I I I / I I I I I / I I I UPWELLING I I r--.,,----;

I I I _,,,,,,-I I I ...,

""'fL-:'or°

---l jl. *1} 0 i" ., .... "' ~:f§ zc a:<'i i~ go ~f;~o ~o .... i;;;; 0 8 0 + 0 Sl .,, .. << 0 .. z ii: 0 .. .. .. >< .;e '° 0 0 "' i z ii: 0 .. 8 0 0 . + 0 0 !!! 0 N ;! " I-"' "' ilil1!Q_ -* --ARTESIAN HEAD ALONG CANAL -----AVERAGE ARTES I AN* ~EA.O 01/ER A REACH 0 PIEZDMETRIC DATA POINT ----CANAL LEVEL AT 8[:j1t J N1NG OF TWO UNIT OPERATION


CANAL LfVEL Ai AVERAGE , CR MC>Cl.E AGE , CONDITION

---CANAL LEVEL AT EXPECTED PLANT LIFE .. ;! ;! .. N ~i '° .. . .. . 0 9 0 0 i .. .. z i § I i!i .. .. .. g N ..: ... "' +10 +6 z 0 i "' .J ... "' +2 0

~ (~DUKE ENERGY N ~._,, -~ ~~0=::_,_ _______ _J ----::___--::

t. 0 NG ATLANTIC OCEAN -.,,-~/ I~ I ' . --~09 >-/,JI ,!i ; _, I / ~1 .._,_~----*---. , ICALI -NEAVES POINT I 4000 l'UT I 0
  • 0 A'TLANTIC OCEAN .. ,. ..

(~DUKE ENERGY .,. CONTOUtS INDICAT E T OP O F ':t"==*::11:°--'t:1"=='~~0

.. 1 .. PALE OZOIC BASEM EN T R OCK S LEGEND jii7fnn] Fold1d ond tnru,t fault1dPo l 1ozoie,oek1 Pncombrlon and Cambrian m,tamorph l c roeh Polto.zoie c r:,,to l line rock, Tr i o11 lc ba1it1dtpoerfs Mojorfca,lt1or,dfault,:o,n

(., DUKE ENERGY -SEA LEVEL Core Boring No, 9 Recent deposits o.nd undlff'erentlo.ted Pleistocene/Pliocene deposits -Castle Ho.yne -Peedee Confining Unit [ill Peedee llMestone

-Peedee (cloy o.nd so.nd> Geological Cross Section At Brunswick Site (Part 1) No, 2 No, 1 200 NE +50 No, B o 100 I-LJ w l.. -150 -200 -250 400 600 800 1000 FT, -300 HORIZONTAL SCALE

(., DUKE ENERGY N'J Core Bor i ng No , 6 -SEA LEVEL 0 ---mm -100 200 300 400 HORIZONTAL SCALE Recent oleposlts o.nol unollfferer,tlo.teol Pleistocene/Pliocene oleposlts Co.stle Ho.yne Pe>edee Confining Unit Peedee llMestone Peedee Cclo.y o.nd so.nd) Geological Cross Section At Brunswick Site (Part 2) No , I No , 7 No, 5 SE SEA LEVEL +50 0 100 I-w w L.. -150 -200 -250 -300

(~DUKE ENERGY soo EARTHQUAKE INTENSITY-ACCELERATION RELATIONSHIPS 100 , ... 0.1,, 10 "l; ... "' ' 10 , .. 0.011) :i (.) z z 0 .. C "' ... .., ... (.) (.) C 1.0 0.9 n m :er r :m: :a: JC: EQUIVALENT MM INTENSITY A-HERSHBERGER (1956) a-GUTENBERG a RICHTER ( 1942) *C-CANCANI (1904) '*D-ISHIMOTO (1932)

  • E-SAVARENSKY a KIRNOS (1955)
  • F-MEDVEDEV ET AL. ( 1963) *8-N.Z. DRAFT BY-LAW H-TID-7024 (1963)
  • I -KAWASUMI ( 1951) *J-PETE°RSCHMITT (1951) *DATA FROM G.A. EIBY (1965)

(~DUKE ENERGY ABRIDGED MODIFIED MERCALLI INTENSITY SCALE I I Not felt ucept by a Yff'f few under eopeeially . !a'Vourable circu--. -. -Felt only by a few penoDI at ,-, eopeeially on . n n upper ftooN of buildinp.

Delicately

.._nded objecto may mag. J-. m . may rock olichtly.

Vibration like_.,. of truck. m Felt quite notic .. bly indooN, eopeeially on upper I Boon of buildings, but many people do not =* Duration Ntimated.

..: .005-opise it u an earthquake.

Standing motor can . . m: *tion like heavy truck miking building.

Stand-. ..llZ During the day felt indoon by many, outdoon by I few. At night ac>me awakened.

Dilhea, window,, inc mowr can rocked noticeably.

4-DI--doora dioturbed; walla make creaking oound. S.n-:sr ll: Felt by nearly everyone; many awakened. Some I Diaturb&nco of t,-, polN ud oilier tall objedl ---diehea, windowa, etc., broken;

  • few instances of oometimee noticed. Pendulum clocu may o&op. lZI cracked pluter; unlltable objeoto overturned. . --Felt by all; many !1ightened and run outdooro. s-'lZII m Some heavy furniture moved; a few inetallcee of . . 05-fallen pluter or damaged chimneys , Damage alight. . -lZIII Everybody runa outdoora.

Damage ne&Jl&lble in I coaoldenble in poorly built o_r badly cieoiined . 'lZJI buildinp or good design and construction; oltaht structureo; oome chimneybroken. Noticed by . . ,-lo moderate in well-built ordinary etructumi; penone drivinc mot.or can. *-Damage ll&ht in epecially deeicned et.ructureo; I Fall of chimne;re, factory tacka, columna, monu-. -JZIII COGaldenble in ordinary aubetantial buildingmenta, wallHeavy furniture overtumed.

Sand . a: with partial collapoe;

.,_, in poorly built true-and mud ejected in mall amount.I.

CbanCN in -turee. Panel wallthrown out of frame stnacturee.

well water. Penou driving motor can diat.urbed. .

  • Damage conoldenble in pecially deeigned I partial collapoe.

Buildinp shifted off foundatiou. . IX atructures

well deeigned frame structuree thrown Ground crscked compicuoualy. Uoderpound 1-.5-out of plumb; a,eat in 111betantial buildingwith pipebroken. . . X Some well-built wooden otruetureo

_ d..troyed; I bent. LandolidecoMiderable from river banu -X moot muonry and frame 1tn1clUN!9 detroyed and teep lopeShifted and and mud. Water -,-witb foundation, ground bedly craeked. Railopluhecl (olopped) over bankL . . *-Modified MercaUi Intensity Scale and relationship with Forel Scale after Wood and Neumann, 193 1 (Modified Mercalli Intensities XI and XII not included).

Magnitude and acceleration values taken from Nuclear Reactors and Earthquakes, TID-7024, United States Atomic Energy Commission.

(~DUKE ENERGY I SCALE , o 2 5 , 0 1i rn u lilNCJ1MCJ1Mt==::,I LEGEND* * -v e -m: or greater as noted -Approximott Epicenter

(, DUKE .... J ENERGY 0 Fay1tteviN1 35---4-__;.

__ _ Lumberton 79° 78° 0 Limit of Perceptibility Earthquake of March , 1958 '1ARCH 5, 1958 -llr-"Sl ' ,__,,,..,.JANUARY 19, 1860-m APRIL 16, 1871 -m \ -+--1------

34° \ NOV. 2 2, 1927 -'Dr' 77° e -EARTHQUAKE EPICENTER 0 10 20 30Miles 78° I fa DUKE ~ENERGY I / ,,. ,;:__ / II/, ff7* / /BIRMINGHAM o I "// i</ 0 ATLANTA 87° ALA// /GA. / I I 85° 79* I SCALE o 20 4f 60 ep MILES 1887*88 LEGEND: TENSITY, AFTER DUTTON ' 7 -ROSSI -FOREL IN RELATIONSHIP OF -MODIFIED MERCALLI INTE:~~S~ FOREL INTENSITY

-1ZI.-MODIFIED MERCALLI TO OOD (1931). AFTER NEUMANN AND W

(~DUKE ENERGY SOUTHPOR~

NORTH CAROLINA CASE I 5% Damping 4 Layers -4 0 feet stripped 0 ;= .. .. Layer Thickness ft 2 30 3 43 , ,:, : :* *** 1 1::-: ~-.. -* *-* ---* ,::i::: *........... 4 127 ~-: -11 ::";* **;::: ---. ~--* ::::J:*::-:: :::_:*: :.::-;:;;*:::.~~~~~::~~-~:-~~:~:~~~~~~:; f:::: =*, : f l r ::;j \: .... : :.:..:-: .. :.::.;*:.:::*

..... _ :::= =:-.::*~_i_;:;~~ * ;:~i1:: ~i\J '.i ~x l'\l :::ci,: :;:, ~:-~ ,i--~;~c: .":* ~-'i:::::* 5 1290 basement rock ~: ;: : :::: '.'i :,: . *, , ~" ~~:?i :c,; ~* "'.: ,*~ -., :~.;,,;; .*** -:::.c. ** ,::......~

::.; t::2;_;:_*;~~: FIGURE B ~j~~;=~~-*:

-~~_-;:;:-.

_£::..:.::--:

  • _:_*:...-~-~:-=l==t-.::::I:;.*
  • r-r-+ .. -. *;:.:: *----rr:=' .... . ,:~=~::::::'

"*:: * :' Ei:= -= =*. ~-:: :;:~ ~i]~-~:* ~~:-_***:.f=:*.

~-:. *::_-*==:

~ =------= -"P"Wave Vel ft/sec "$"Wave Vel ft/sec 5,000 1,400 11,900 5,500 9,500 4,500 7,100 3,000 18,000 10,000 (Refer to page 20) CASE I 5% Damping "' 0 5 ~(

~?~~t:*:. :i~ *:?~;-~-:_-:-~-; : *~ ~::-~~ -:~-== _:_ -:::_:-_f::--!~~-~~~~:: 4:~~~==~~,:~==--*'.:=-=-::

-£~--5 Layers -5 feet stripped .. _:_\ Z~-t~~::~

~:::~-~~:---~:f:E :: ~J~;1 ;::}-:-~==* ~!=i:J ~~-= Layer Thickness

-* : . :: :~,: ~= ~;~; ; C: ~':. .:L:: *-*!'c'-= . -* . ft * .s.: ::; ::: =.:::~t, , r*:-:: :: ',~~ *-*,:-::::::;-=--l 35 ~, ,: ,." i .. ** *, n: :: *, ... ""'F:. E ,=.'*-,;:-.~ *. ..: ,.**' ..... *-* 2 30 r, ' :: l :*flD: ;i.i', ,J;,:.f:£ :::: * ; ~, -, . -=: "= :* -.:.-.. 3 43 4 127 5 1290 , .,:~t,\:dl:\::lf#;::.:_=1=:.:.~

~:::.;:_:*..:::

=-* .:: .. :::**=='* ~.:-,J t-'/J Xl/-:,~~~,=;:,E..-'

=~' ==I::=~ *,.,:c:c;*-':

_, =~:=~~ -:'L:::C:,.

==-== basemennock I;:-=;_::;.:~.--~~;-t::~.::--:!J~~i; **-~ --~~~~~-=-:._~--:t: _..:.--!:':;;~::

,::~ < ::::.r:~ ,..::: ':: ., ::': ,= ::':: :* *. c: '-' .. r1~-~:.:~:*:1~;i
FI G URE A ::=:r~;: ;~-~;:~~~*;:~:r~.~l~""7...:.~~: ~-;;. ----~--__._ .::::' ~.:_::.;:cc, ::~,t **** :*:: ,;;!=':~:::~
    • ,:=::c=.:;,-~:

,::::::.:;

-:~-:-* ::-**r.::.::

    • . =: .. "P"Wave Vel ft/sec "S"Wave Vel ft/sec 5,000 750 5,000 1,400 11,900 5,500 9,500 4,500 7,100 3,000 18,000 10,000 (Refer to page 2 0) Density lbs/cu ft 130 145 138 130 165 Density lbs/cu ft 107 130 145 138 130 165 1(1) 2(.!11 3UI 4(.251 51.201 '5tll) 7(.14) 1(, 13) t (.II) JOLI) 1 1(.0tl 12.(.01) 15(.0IJ 14(.01) 1&1.07) 11(,011 17(.01) 11(.01) 11(.0I) 10(.09) FREQUENCY (PERIOD)

(~DUKE ENERGY .. 0 0 0: .. 0 ::, .. :::; . ... 2 .. SOUTHPORT, NORTH CAROLINA .... -:::~~:t-*** ..... -~:.~=-_-'. ~Fs.~=7=~ --* :-; -~:.. -__ :_~_'":;-*:~. ~:; .;:+=:-::*~= .. = -:= .:: . *_::=:=-=-~: f:~>::=: :-*~;.~::-.:::

-==~-. :: ~--= ;;; ~-::-: .:E;;§;_::::~-~~;~. -.. :.=-=~:.-~ ;*;-~-;_:.t~*:.::..:* :-~---* Layer 2 3 4 5 CASE I 10% Damping 4 Layers -4 0 feet stripped Thickness 11 P"Wave " S"Wav e Vel V el ft f t/sec ft/sec 30 5,000 1,400 43 11,90 0 5,500 127 9,500 4,500 1290 7,100 3,000 basement rocx:: 18,000 10,000. (Refer to page 18) FIGURE B =::: ~;-** t-::* CASE I 10% Damping 5 Layers -5 feet stripped Layer Thic k ness "P"Wave 11$11 Wave Ve! Vel ft ft/sec f t/sec "+ l 35 5 , 000 750 2 30 5,000 1,400 3 43 11,900 5,500 4 127 9 , 500 4,500 -~-5 1290 7 , l 00 3,000 * . --~. *--#* :.: " 7 ,:1 ,#L. cl c::_;:~::"E-c -_**t-= --basement rock 18,000 10,00 0 (Refer to page 1 8) "--:-FIGURE A c:**§-=-=----~EC *.§c. * :i::::= :i::::::=

'.t:-........;

-:::."1:~ :r~ Densiti, lbs/cu ft i3o 145 138 120 165 Density lbs/cu ft 107 130 145 138 120 165 I O J 2 (.15) 3(.3) 4(.25) St.2) ll.11) T(.141 t(.l;J) IC.Ill 10(.1), 11{.0t) 12 (.0I) 11(.0) 14(.07) Ul(.OTJ 11(.01) 17(.011 *t.OaJ 1*(.0S) IO(,OI) FREQUENCY (PERIOD)

(~DUKE ENERGY

( ; I **"*' .......... ..... -* I I : .,,.i/ -~~:~ --=-i ¥ ... , .** ~--* ------~ --.:I,)f.

-~ : I I ' ' I I

(~DUKE ENERGY : 1 1 ;j i ' .. ~*-'-"'-\.---.-,~

~~~,,.,..j,,""-1""'--'~

L----il ' I , . tj I i i i 'T *Ui!***H lfh l*** '0' I ---~~?: 1 I 81t&1Pf-b,1thP

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,,. ......... , ..... ,., ..... , ..... ., "':::.*., '<)/; ~;; .. ~'"* -=~;_:, ~:-'~~:'-::_

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.*:-,:.~*~*;.~-:,, 6 _,.;.:;~.ir) w _m,

(~DUKE ENERGY f i ~~*_,._.,,.o* \.--------

mrn m ~~---* £** -'"'"'r=~~~~~.J:::-*' T ,.., ,.6 , .... 1 5fCTi9N (.*(. .,.., **.* , TP,!*"!'

(~DUKE ENERGY 1_. U ... TU'!OhfWOL~, cr-a.,. OH -. l~--~*** 5:"~~~7£.::= -l'(NCTlU,TO'IIIU USAL IIIC SIST ANCt.llHD,,UCflCJrt*i1

.. ..:JIICIIDff l)lt!Y(N lrl INC.MES. Sc.Alf

(., DUKE ENERGY A) FALLING HEAD METHOD K= 2L(~z~t,).in

<-h,>..fn

<,ff-~> WHERE K = PERMEABILITY r = RADIUS OF STANDPIPE L = LENGTH OF TEST POCKET R = RADIUS OF TEST POCKET=RAOIUS OF CASING H1 ANO H 2 = WATER HEADS AT TIME T1 ANO T2 Jn = NATURAL LOGARITHM B)OONSTANT HEAD METI-OD K=& WHERE Q z FLOW OF WATER TO KEEP H CONSTANT H :;: HEAD DIFFERENCE BETWEEN WATER INSIDE CASING AND GROUNDWATER LEVEL(TEST ZONE BELOW GROUN>WRER LEVEL). C = TEST FACTOR, OEPENDING*ON LANO R * * -* ! * . -* .,, -D C, ,, ., 0 ,,,, ,,, -0 ,,,* * ,,,, L I I I I I I Q '" ,,,_. ---* 0 0 * . ... ,,,, 0 0 ,,,, CASING 0 -.,. 0 0 -0 0 0 0 I I <9TEST I .-,,-POCKET .: zs : * -----I. .. --'

(~DUKE ENERGY IOr OR GREATER H 2r CASING --BOTTOM OF CASING GROUND WATER TABLE A)coNSTA~ METHOD K -5.5rH WHERE 0 = FUJW OF WATER TO KEEP H CONSTANT H =DIFFERENTIAL HEAD OF WATER( DISTANCE BETWEEN WATER LEVEL IN CASING AND BOTTOM OF CASING). r = INTERNAL RADIUS OF CIISING BlcONSTANT HEAD METHOD = COEFFICIENT OF PERMEABILITY, FEET PER YEAR = HEIGHT OF WATER IN THE WELL, FEET ~[ ~Rt Uv.1.TER FROM THE WELL FOR = ~~t&r1Nt}EWA~~

1 lf O M~~i1utr rR MINU'TE = VISCOSITY OF WATER AT 2o*c = UNSAT~ATED DISTANCE BETWEEN THE WATER SURFACE IN THE WELL AND THE WATER TABLE , FEET

(., DUKE ENERGY C:ASE I ACTIVE PRESSURE Wt1'H SUR~. g, ABOVE GROUNDWATER LEVEL Ground W.L *----/\, b \ \ \ NOTE:* The units for are in KSF. e Pq

  • Surcharge pressure*

Kaq

  • 0.26q Psl* Soil pressure *.KaYtHl
  • 0.033H 1 Ps 2* Soil pressure*Xaysubm.H 2*0,016H 2 Pw
  • Water pressure*

Ywff2

  • 0.0624H2 Sand submerged fill: Wet Unit Weight* Yt
  • 0.125 KCF Saturated Unit Weight~ Yt
  • 0.125 KCF Submerged Unit Weight* Ysubm.
  • 0,063 KCF l-sin$ *
  • 36"
  • Ka
  • l+sinf

increase Ka to 1.17 Ka For 0,16g earthquake.

increase Ka to 1,36 Ka CASE II ACTIVE PRESSURE WITH SURCHARGE,q, BELOW GROUNDWATER LEVEL Surcharge Pressure Applicable Conditions:

1. ae > be 2, ae ~be but the weight of soil ac is less than q. 3. If be>;:,, ae, the pressure diagram should be the sum of P sl + l',.2 + P w of Case I and P of Case II q p
  • Surcharge pressure
  • Ka q' q
  • 0.26q' where q'
  • q -(H2-H3)Yw P w
  • Water pressure*

YwH2

  • 0,0624H2

.-4 .-4 .... iz. .-4 co ... :, u <J :, ... u ti) .,, c:: <O ti) (., DUKE ENERGY -= Hi CASE III PASSIVE PRESSURE WITH SURCHARGE, g, AT GROUNU SURFACJ::

KSF For Soil Properties, See Fig. 12,3-5 µ *. !:sl *1 P 82

  • 0,24H 2* IPw *0.0624~f 3.85q 0.48H 1 * !+sin¢ .. KP 3.85 1-sint P
  • Surcharge pressure q
  • Kpq
  • 3.85q P 81
  • Soil pressure*

KPytHl .. 0.48H1 P 8 2

  • Soil pressure*

Ky H2 P subm *

  • 0.24H2 Pw
  • Water pressure*

Yw1i2

  • 0.0624H2 NOTE: The units for these sures are in KSF.

(., DUKE ENERGY CASE IV AT-REST, PRESSURE WITII SURCHARGE, g 1 ABOVE GROUNDWATER LEVEL For Soil Properties, See Fig. 12.3-5 i

  • 36°, K 0
  • 1-Sini
  • 0,41 Pq
  • Surcharge pressure*

K 0q

  • 0.4lq P 81
  • Soil pressure*

K 0 ytHl

  • 0.051H 1 Ps 2
  • Soil pressure*

K 0 ysubm,H 2

  • 0.026H 2 Pw
  • Water pressure*

ywH 2

  • 0,0624H 2 L_L _ _j~===:::::r======~

For 0.08g earthquake, increase K 0 to 1.17 Ko _.___ For 0,16g earthquake, increase K 0 to 1.36 K 0 -psl

  • q 0.026H 2 Ground a b? \ \ \ \ J H2 H3 AT-REST PRESSURE WITH SURCHARGE, g 1 e Surcharge Pressure BEI.OW GROUNDWATER LEVEL Applicable Conditions:
1. ae,.. be 2. ae s be but the weight of soil ac is less than q, 3. If be>> ae, the pressure diagram should be the sum of Psl + Ps 2 + Pw of Case IV and Pq of Case V Pq
  • Surcharge pressure* K q 1 -0.4lq I 0 where q 1
  • q (H 2-H 3)yw P 8
  • Soil pressure*

Ky b H 3 0,026H2 0 SU m Pw

  • Water pressure*ywH 2 0.0624H 2

(~DUKE ENERGY .,; "' :c .., ! Q JAN i ,.. 2~----.=n1r--1----1----r---1------1------1------+---+---+---+---+---+---~

J ... ... "' Ill !i ---UNIT I REACTOR MAT INT A -----UNIT I REACTOR IIIAT POINT B l.fllT I REACTOR lillT POINT C 12-~~~--------------------------------------.L..i..!i.UI..I

.,_ ---UNIT I MACTOR IIIAT POINT 0 .,_ ------UNIT I REACTOR MAT POINT E ti * ** UNIT I R£ACTOII lillT POINT F J ,___.____..__._._....___..__,~..__.__,___,.___.______.___._._....___..__,.__..__.__.__.__....,____.___._.__.____.___,.__..__.__.__._...___..__._._....__

............

.__..__, --'lQIL PERMANENT BENCH: MARK Alfi 11115 SURVEY IS DEEP WELL CASING NO. 10. AU. DATA SHOWN IS RIIN SURVEY DATA REFERENCED FIIOM AND TIED-IN TO WELL CASING N0.10.

(~DUKE ENERGY (/) ... :r () z r 2 I---,L"""E"'GE"'N""o,+

--,,_ ... (/) ---UNIT 00. 2 REACTOR MAT POINT I -------UNIT NO. 2 REACTOR MAT POINT 2 ****** ** ***** UNIT NO. 2 REACTOR MAT POINT 3 ********~--. ****** **********~ . ------------3 '---'----'---'------'------'-'----'-----'---'------'------'-L--'---...L--'----'--------J..--'-----'---'----'--------.L..-'---....L--'------'-'----'----'---'----'------'-.L..-'-----'---'-----'---------'---'

(/) ... :r )I! 1970 ...l.fli.El1P..

--UNIT I'<<>. 2 REACTOR MAT POINT 4 ------UNIT 00. 2 REACTOR MAT A:>INT 5 ******* ****** UNIT NO. 2 REACTOR MAT POINT 6 --------*----+--------f-----+-----------*--*-----


+-------1----------l--------l--------1


1l.QIL_

PERMANflff BENCH MARK FOR THIS SURVEY IS D EEP WELL CASING ti). 10. ALL DATA SHOWN IS RM SURVEY DATA REFERENCED FROM AM) TIED-IN TO W£U CASING N0.10

(., DUKE ENERGY i 0 ** 1970 [l(C I A ! 2~-.---,Miint-

---r--------t---t------r---r--------t---j------r--,----;---1------r---1 --UNIT TURBINE PAD POINT A ti -----UNIT TURBINE PAD POINT B en

  • UNIT I TURBINE PAD POtNT C 1970 1971 0 r"¥">.Lr'

.... ""'!r' ... ""r'" ... "r'"tl'!l:~~;:i/el'~-::io=*=cf'=

.. =x:'=*=z:-=r:*="':i;

.. =::i:-::;*¥-::;':i::-=f

.. ='='FDC='::c=::i:::;:j::::"=r"f!C",r""'-f'7""f'"--f:1L!r"'¥""il""'f"'-r!..Uri'=r'-f'7 i 2 "' ..J .umm:,t----+---+----t----t----t-------+---+----t----t----r----+

---+----f --UNIT 2 TURBINE PAD POINT A I-"' II) -----UNIT 2 TURBINE PAD POINT B*

  • UNIT 2 TURBINE PAD POINT C 3._...__.___.___._...___.__.___.___._...__...___.___.___._...__..._...,__.___._...___.__.___.___._...__...___.____,___._...__...__.____,___._.,__......__.____,___._....__._~ PERMANENT BEN C H MARK FOR nus SURVEY IS D EEP WELL C ASING NO 10. ALL DATA SHOWN IS RIW/ SURIIEY DATA REFERENCED FROM ANO Tl ED-IN TO WELL CASING NO. 10

(~DUKE ENERGY !. "' 1970 I 1973 Q JAN FEB MAR &PR MAY JUHE JUL'( AUG SlPT OC T N OV O(C I JAN JAN FEB MAR APfl MAY J UN E ~--+--+---+----+----+


t-~-----t~------~'-----+---1r-,,"..,__t---y-+---+-------t

--UNIT 2 TURBINE BLOG. POINT 6 -\ .-/ ....._ ..._;_ -----UNIT 2 TURBINE BLDG. POINT 8 ., \ ---.,...L--'

UNIT 2 TURBINE BLOG. POINT 9 -* -UNIT 2 TURBINE BLOG. POINT I 0 3 L.......JIL-..ol_..,_

l_.,_1_.__I..Jl_..,1_..,_

1_,_I_IL-..ol_..,__.,_1_,_1

...J IL-..ol_..,_

1....L._IL-..ol_..,__..,_

1_,_1..,____.1_~~"1'--'-'-I...JIL-..ol_..1.I_.L...

l....1.._,l._..,1_..,__.,_

l....1..__._..,__.__.., 1 971 * /° . 1972 1973 1970 O .l&N F t:1 MAR APR MAY .llMf :t AUG V"P'f OCT lnV Of"C JAN FCI MAR APR Ml,Y JUN[ JULY AUG EPT'*QC ,>.,;_.,..,~ JAN FEB MAR PA MAY JUN( JU..Y AUG Sf" OCT NOYD CL ... FE* IIIH Al"tl UY ..11.M , --...:.:.:

..... ~---. . *-. -.. l'l~ . -------~--2 .ilil!IQ.

..J ,_ ,_ "' "' --UNIT Z TURBfNE BLOG. POINT 11 *----* UNIT 2 TURIIINE BLOG. POINT 12 ** * ** * ** UNIT 2 TURBINE BLOG. POINT 13 3 J._...J.._JL-.J...-L-.1.-....L._J

  • 'L-..L--'--.1.-....1.._JL-..L--L-.L......L._JL-.J...-'--.__, ...1lQ!L_

PERMANENT BENCH MARt< FOR Tt*IIS SURVEY IS CE.£P WELL C A~NG NO. IO. ALL DAT A SHOWN IS RAW SURVEY DATA REFERENCED FROM ANO TIED*IN lO \11:LL CASING NO. 10.

(~DUKE ENERGY "' ... :z: u :! I-z !II ... .., I-I-... "' 2 3 1970 IEPT OCT NOY DE:C L.N FEB MM APR MAY 1971 197Z 1973 --UNIT 2 TURBINE BLOG. POUn 14 ----UNIT 2 TURBINE BLOG POINT 15

  • UNIT I TURBINE BLDG. POINT 16 1970 1971 1972 1973 0 r,'=-r='r-'-"i""'~i

..... =TJIL='-r"""=,="~PT"TOC~TT..,""'"'C't"JAH=r~"=r

... =*-r-=,=""~-r'""'=;r=JOC~Y'r=r'~*~**'Toc=*-r"°=vrot:=C 1 r.,.~*y*~

.. T*~**r*""4

  • F-r=r=;w.rr=r"r=i=-r,=-r*~*~*r-=r"'~"i.,....F, "' ... :z: !z !II 2 ... .., ... "' --UNIT I TURBINE BLDG. POINT 17 ----UNIT I TURBINE Bl.DO. POINT 18 UNIT I TURBINE 81.DG. POINT 19 NOTE: ~ANENT BENO< MARK FOR THIS SURVEY IS DEEP WELL CASING NO 10. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FRON ANO TIED-IN 11) WEU. CASING NO.ID.

(., DUKE ENERGY 1910 I Q JAN fE 11M .&Pfl MAY JUNE JULY AUi SO'T' OCT NOV D(C JAN Ff8 MAR AJ!tl MAY "' .., :i:: u !ii 1971 MAR APR *-.. .. _ **-...*. *** ***-............. -* ! 2~-............... .d----+----+---t----+----+----+---t----+----+----t---+---+-----i .J I-ti "' "' .., :i:: !ii .., a .., .J ... t-.., "' 0 2 3 --UNIT I TURBINE BLOG. POI 20 ----UNIT I TURBINE BLOG POINT 21 *** ***** * *

  • UNIT I TURBINE llLDG. POINT 22 1970 11MR APR MAY JI.N( :f AUG KPr OCT --UNIT TUllINE BLOG. POINT 25 -----UNIT TURBINE BLDG. POINT 24 UNIT TUIIIINE BLOG. POINT 25 1971 T NOV DEC JAN FH IIAlt Al'R _!ill!L PERMANENT BENCH MARIC FOR THIS SURVEY IS DEEP WELL CASING NO 10. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FROM AND TIED-IN TO WELL CASING ND.1O. 1973 AN ffl MAit APII ll&Y JUNf.

(., DUKE ENERGY 0 en w % 0 ! I-z w 2 w .J I-I-"' en 3 0 en "' % rt! ... z "' 2 2 w .J ... ... "' en 3 JAN FEB IIAR APR MAY JU~9~ AUG S(pf OCT NOV DEC I J ... N FEB MAR --PIPING TUNNEL POINT I P -----PIPING TUNNEL POINT 2P PIPING TUNNEL POINT 3P' 1970 JAN FE MAR A.PR MA't Jl.ltE ,ll..Y AUG SEPT OCT --PIPING TUNNEL POINT 4P ----PIPING TUNNEL POINT 5P PIPING TUNNEL POINT 6P 1971 1972 IIMY JUNE y AUG SEPT OCT NOV DEC I JAN FU MAR APR IIIIAY .uNl JULT AUG S(f'T OCT NCN D C I JAN ff NOTE c ~ANENT BENCH MARK FOR nllS SURVEY IS DEEP WELL CASING NO IO. ALL DATA SHOWN I S HAW SUiVEY DATA REFERENCED FROM AM> TIED-IN TO WELL CASING NO. 10

(., DUKE ENERGY Cl) ... :z: 0 z **. IE j ... 2~--..,.-,,,...,,-----+


;----t----;-----+----;----t----;-----+----;r-------1----;----, --CONTROL BLOG POINT IC l;j . -----CONTROL BLDG. POINT 2C U> CONTROL BLDG. POINT 3C Ill ... :z: IE ... 0 2 ..J ... ., 3 1970 JAN fl:8 IMR APR MAY' JlME Jt.LY AuG SEPT OCT NJY DEC ........,......

.POINT 4C --CONTROL ILDG. ----CONTROL BLDG. POINT 5 C I I JAN FEB MAR APR MA'I' JLWI JULY AUG SE.PT OC T N O V D EC I J AN FEB. MAR APR ... JUNE JULY AUG .* ..,. OC:T W/11 DEC I JAN FEB IIIAlt APR IIIA Y JUNE 1971 1972 1973 -r--._ NOTE , PERMANENT BENCH MARK FOR lHIS SURVEY IS DEEP WELL CASING NO 10 ALL DATA SHOWN IS RAW SLfl\lEY DATA REFERENCED FROM AND TIED*IN TO WELL CASING NO. JO. I\ I J . ,,

(., DUKE ENERGY 1971 1972. 1910 I Q JAN F£8 w.A APR MAY JUN[ Jll..Y A0G S(P'T OC T NOV DEC J AN FEB MAR ., "' :z: 0 I-z i 2 "' ..J I-I-"' ., 3 0 !z "' 2 ..J I-"' Ill 3 ----*-*---* --RAOWASTE BLDG POINT IR -----RAOWASTE BLOG POINT 2R 1970 .J&N F£8 MAR APR MA'I JUNE ..U..'I' AUG SE:PT OCT NOV DEC ' 1 ****---STACK POINT $Pl ----STACK POINT SP2 STACI( POINT SP3 -*-STACK POINT SP4 1971 1972 JAN FE 8 MAA APR MIY JUME JUL Y AUG S EPT O C T NO V D E C J AN FEB MAR .&PA MAY JUN( JULY AUG SEPT OCT NCN QS'C T T T NOT~-'----PERMANENT BEN C H MARK F OR Tl<IS S U R vt:Y I S DEEP WELL CASING NO IO. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FROM ANO TIED-IN TO WELL CASING NO. 10

  • I I I ---.. ___ ..__ -~ ..... 1973 1973 J Atrll HI II.I.It APR MAY -"ltE I I I I .. *-

(., DUKE ENERGY "' .., :r u ! 0 I 2 .., ...I ... ... .., "' "' .., :r .., 3 0 2 ...I ... .... .., "' 3 1910 I 1911 I r--._J912 _\_ i91! AN FEB MAA APR MAY JUN[JUl.Y

&.11n. Ul"f OCT NOV 0£C JAN f[B MAR APR .U.Y JUul """ a.,m r r A* OCT MO\I DEC JAN fS:A ** a** A.PA MA't' .MIN[JLJl.y"'ti"IA

_,._ nrT wn, I .u, fl'R MM .... uay ....... , I-L= --CIRCULATING WATER INTAKE POINT I ----* CIRCULATING WATER INl'AKE 1 2 I I I ' ' ! ' ' i ' ' 1970 .1&.111 ffl 11AR APR ...,,, -*t .V AUG SCPT OCT ICJY 0£C LEGEND --CIRCULATING WATER INTAKE POM 4 -----CIRCULATING WATER INfAKE PONT 5 I ------," --.-' I I I I ' ' ' ' ' I ' JAN Ft:MAA APR IM.Y ....... ..uy ..M.111 vpT nr.T ..nv O£clJAN n:a MAR *--y .,...., JULY AUG 1971 NCJl'E , ~MANENT BENCH MARK FOR THlS SURVEY IS C£EP WELL CASING NO 10 AU. DATA SHOWN 15 RAW SURVEY DATA REFERENCED FROM ANO TIED-IN 10 WELL CASING NO. IO. ....... __ ---i--,.,-~*

__ ., ,_ POf,IT 3 DESTROYED

' ' ---... ' ' ' ' ' C 1975 JAN F_.* MAit APfl ....,.y JIM( ' ..._ __ -

(., DUKE ENERGY 0 ** u, ... % (,) !: ... z i ... 2 ...I ... ... ... u, -LEGEND,----,----+-----+---+-----+----l----+-----+----1----+----4-----1------1

--SERVICE WATER MAT POINT I -----SERVICE WATER MAT POM' I 3 L--'-...J...-'--------'--'--"---'--'---'-...J...--'------'-L--'-...J...--'--------'--'-.J..--'--'---'---'---'------'--'-...J...-L.----1-L--'-...J...--'--------'--'--"---'--L.....I u, ... % IE ... 0 2 ...I ... ... ... u, 3 1970 . JAN Ftl MM APR NA'I -.u Y AUG S(PT OCT lrl>V DEC ---_wg~ --SERVICE WATER MAT POM' -----SERVICE WATER MAT POINf I JAN FEB MAR APR IMY JUHi: .U.Y AUG S[PT OCT trrtnv on-J JAN iEa IIIIAfl APR MAY ... .-..111,a Y AU8 _.,,,. OCT WAI n.-c I JAN n:* IIAII APtl IIAY -..... 1971 1972 -------NOTE: PERMANENT BENCH MARI< FOR THIS SURVEY IS DEEP WELL CASING NO. IO. ALL DATA SHOWN IS RAW SURVEY DATA REFERENCED FRlM ANO TIED-IN TO WELL CASING NO. IO. M*~ .. ' , '--* . -,,,' '

(., DUKE ENERGY Q JAN FE .,, ... :r 0 !: ... z ... .J ... ... ... .,, 2 3 LEGEND --DIESEL ----DIESEL DIESEL 1970 GENERATOfl BLDG. GENERATOR BLDG. GENERATOR BLDG. 1970 OCT NOV DEC I JAN f 1972 1911 I MAR APR MAY J U NE JU LY Ai.JG SEPT OCT NOV DEC AN f B MAR APR 1973 l'OINT I POINT 2 l'OINT 3 1971 1972 1973 0 J.&N FEB MAR APR MAY JUNE JU..Y AUG SE PT OCT NOV DEC JAN FEB MAR APA MAY .Jl.ltl,AJLY AUG SEPT oc, Nov oEcl JAN FEB IIIAfl APR MAY 11-ULY AUfi .: .. -**-DEC I JAN FEB MM AN MAY JUN[ .,, ... :r ... z ... 2 .J ... ... ... .,, 3 ---LEGElj --DIESEL GENERATOfl BLDG. ----* DIESEL GENERATOR BLDG . I I POINT 4 POINT 5 I .JJ2!L_ PERMANENT BENCH MARK FOR Tl11S SURVEY IS DEEP WELL CASING NO 10. ALL DATA Sl()WN. IS RAW SURVEY DATA REFERENCED A10M AND TIED-IN TO WELL CASING NO. 10. "7 -,......, ..........

t: I I

(., DUKE ENERGY BORING NO. S}A N 79.965 E 213081220 GROUND SURFACE EL +13.60 isAMPU: j P£N£TMTION El.EV. DEPTH DESCRIPTION uses RESISTANCE 111!:MARKS FEET FEET TYPE BLOWS Pt:R FOOT 10 zo JO 40 IO ... -... -.. 10 ... - ... - ... -... -~~---" LOOSE FINE SAND SP . ' .. --1 (l , .. ----0 .. -' I ' 14.0' . ' ... --*--------15 0 .. ' r (21.1) .. -* LOOSE SAND ' SW ... -... -19.0' -, , ... 20 0 * (46.5) ... -VERY SOFT SANDY CLAY CL ---10 ... -24.0' ... -t~ 25 0 1-(76.9) ll ... -MEDIUM STIFF SILTY CLAY -CH --SOME SHELLS ... -29.0' ------30 0 t (47 .4) --SOFT SAl~DY CLAY -SOME SAND CL ... -LENSES -20 ... -,34.0' ----1c; 0 i-.. (60.0) * ... -----I MEDIUM STIFF SILTY CLAY -... -CH 40 0 (38. 9) SOME SHELLS '\ ... -... --JO ... -, , I ... -45 0 .-._ (25.0) --., MEDIUM DENSE FINE SAND SP ... -... -. . ... -50 .. '

(., DUKE ENERGY BORING No.c~ N 79.965 E 213081220 GROUND SURFACE EL. +13.60 lsAMPU " PENETRATION ELEV. DEPTH TVPE I DESCRIPTION uses RESISTANCE REMARKS FEET FEET 8LOWS PER FOOT 10 20 JO 40 to ,--:0 SAND AND SHELLS ,--l'-' CLAYEY FINE JJ~p OF -40 .... -54.0' OCK. *"-. ,-VERY HARD SHELL LIMESTONE

-USED BX 'i'i iCJ -:s~ SOME VUGS CORI:: 1-5/8" .... 57.0' DIA. .... -t---1 c; -l'.O --i .... --so -. SOFT SANDY SHELL LIMESTONE

.... ,-28 ' 65 (DENSE) ... -... ---69.0' 7 -70 I --I SOFT TO MEDIL'M HARD SANDY ' I -I I .... -60 ... -a l SHELL LIMESTONE I ,-75 75.0 1 I I 1 rr-r I .... -I I .... -I --l SOFT TO HARD SA1IDY SHELL I 5 -An 't ' LIMESTONE

-SOME VtlGS I --' I ... --70 .... -12 l 84.0' .... A<; '1' ' t---; i.. ---l I -30 NO RECOVERY -Q(\ v I WASH SAMPLE -HARD CONCLOMERATIC SHELL CONTAINS ... .... -BROKEN -LL"tESTONE (LIMESTONE AGGREGATE, SHELLS -An ,-0 .... ,-Qt; ._. VUGS) t---' ' ----' ... 1 (\(\ -63 ..i. '

(., DUKE ENERGY ELEV. I 0£1>Ti; iSA¥PU:I FEET I FEE, T"IPE '! -100 i ii: = ... ,in_= .. ... 115 ---... ---30 I I i o l SORl"IG NO.C~ N 79,965 E 2,Jos,220 GROIJNO SURFACE EL. +13.60 DESCRIPTION HARD CONGL O MERAIIC SHE~L LIMESTONE A N D SHELL LIMESTONE (OENSE WITH VUGS) uses _____________

1...,1 ... 3,.. . ..,._o'-+----t VERY SOFT DRILLING :;o RECOVERY PENETRATION RESISTANCE BLOWS Pl!R FOOT 10 20 JO .., I 120 r i 120.8' -------"'1

  • i-.--i----~~-::-=-==---r-~

I I r -... --110 ,_ -.... 125 ... 1 p MEDIUM HARD TO HARD SHELL , (3. oi h LL'!ESTONE (MEDIUM DENSE To I 37_ }t:::J:::'

VERY POROUS -VUGS) 124.0' I = ( 2. 6 ! SOFT TO MEDIUM HARD *SANDY -i -22 ,I... -SHELL LIMESTONE (POROUS 1)0 = (l.J~ 10 ... b -120 t t WITH Vt/GS) 134,U' 1)5 ! y I 7 , -j (0.8) -u . .s.4[139.oi 14 ... *

  • I i I i ----j -l SOFT TO 11£DIUh HARD SAND":{ SllELl ---------------t---1 BOTTOM *oF BORING 139.0' I i I i I I ' I ! j I I ! ! ; I I REMARKS TOP OF CASTLE HAYNE P-IEZOHETER INSTALLED BORING NO.W> N 751810 E 21297,965 GROUND SURFACE EL. +J.§.12g
  • PENETMTION ELEV. DEPTH isAMP\£ *! DESCRIPTION uses RESISTANCE MIIHIIKS FEET FEET TYPE ILOWS 111:11 FOOT 10 "' JO 40 10 .... -LO()SF'. FTtJr c AtJn 1 ~' CD ... (15.2) --f." LOOSE TO MEDIUM DENSE CLAYEY .... -.. )-5 0 MEDIUM FI N E S}ND -TP.ACE OF SP * -(17.5) ... -. . SILT 7 .0 I ... -.. 10 ,_ ____ -* .. **":": LOOSE CLAYEY SAND SC ... -0 ~* 10 0 -(28. 9) -~. I --<* --: --.. . , --;* VERY LOOSE TO LOOSE SILTY 15 0 -(33.f,) SM. It ... -! ; SAND 0 ... -*) ---1---: 10 n * --20 l!l"'/ / l -. ' < SOFT SILTY CLAY t\ND SftND --) ' -' LENSES CL .... '.i~t 71,. n* --25 0 ** '!fl '-(6*-. 3) l~ MEDIUM STIFF SILTY CLAY, S>ND I I--I--AND SHELL LENSES CL -10 . -/'{ ?o o* ... -30 0 -(123.8) t ------MEDIUM STIFF TO STIFF SILTY -1~ -0 r~ '-(84.4) I'-,_ I ... -r~ CLAY CL ... --20 j ,J, 10 n * "" 4 0 0 {' -(90. 0) ... -<~ STIFF SILTY CLAY WITH SILT ... -"\',. LENSES (6" SP.&CING)

CL ... -I.I. n* ... -45 0 l'f '-(94.5) 'I ... L~ MEDIUM STIFF TO STIFF SILTY I -(88.3) -CLAY CI. -so -1'r

(., DUKE ENERGY ELEV. DEPTH !SAMPLE FEET FEET TYPE '--" --------5~ 0 ---l.O -.... -60 . .) -.... .... -i .,_ 65 -lilO<!> .. -I I .. -! -~o -.... 70 -lI.oo.A V . -t-, - -... --~ 7C:. ... -... -_-..bQ_ ----RO -Qi.A ..,. -------85 -ll..0.0.L:,_

V --.... --70 -.... -1.l.illl.L".

on V .... -.... ----95 -ILao...:::::...

"" ----__ ,_ -40A -V , ,,n 76 '!I I \: -~ ff -* .... . ' \ -~,.. ., . I rS g -~ ~-,**-, *r 1., ..... . I* !~ ' *-, :o~ ...5 9-: ~: ..... ..,._1 ,... ' r-,---::::-, BORING NO.CJiZ.'i N 75, 1:110 E 2,297,%5 GROUND SURFACE EL ;tJa.ac P*NETRATION DESCRIPTION uses IIESISTMIC( REMARKS ILOWS Pf:R FOOT 10 zo IO IO \ -~47 .3) MEDIUM STIFF SILTY CLAY -SOME FINE SANO 54 .O' \ LOOSE MEDIUM FT!-IE SANO -TRACE :'-, t-(36.11)

OF SILT ANO SHt:LLS r---.., TOP OF '-PC'Cl< ' VERY OEl':JSE FINE ,,nm 59 Q' ' --* SOFT TO MEDIUM HARD .MEDIUM. DENSE SHELL LIMESTONE 62.6' \.l.J.UJ HARO MASSIVE TO SLIGHTLY STARTED NX C'ORING BROKEN DENSE SHELL LI?-'ESTONE (2-1/8" DIA.. (VUGGIE) 67.6' CORE) MEDIUM HARO SLIGHTLY SPOKEN SHELL LI?-'ESTONE

-VE!IY POROUS 70 F,' SOFT TO MF.OIL'~ HA.RO BROKEN SHELL LIMESTONE (VUGGIE) 75. 8 I HARO MASSIVE SHF.LL Lil'ESTONE

-OENSF. 78.J' SOFT TO MEDIUM H.ARO B!!OKEN TO SLIGHTLY BROKEN SHELL LI~STONE -POROUS RC:. 0 1 HARO BROKEN TO SLIGHTLY B!IOKEN CONGLOMERATIC SHELL Lil'ESTONE (VUGGIE) 88 2' SOFT BROKEN SHELL LIMESTONE

-POROUS, FRIABLE 93.7' VERY BROKEN TO BROKEN CONGLOMERATIC MEDIUM. H~RO TO SHF.LL LIMESTONE v

(-, DUKE ENERGY *LEV. DEPTH SAMPl£ FEET FEET TYPE ,... ---76/: ' ,... 1 05 -,_ --90 ... -8 .. ...... --2-<; ... l!O -... -(3.0) .. -.. -,... 115-,... -(0.8) .. -ll.0.0....:..'._

-10 0 ..... ----... 120 -... -(0.4) ... -... -..90 .. ... -125 ... -(0.6) -,,.l.0.9 . ..8.. .. 127.f 0 1 ,... -,... -.. -... -,--,--,--,... -.. -... -... -----,--.. -.. -.. -,... -II I 11~ . ;_-, r=* T .... ,,,.., :r'. ...;: J ;t l' Cl 9. I; IF""* ...... . ,*:.: h* .:..: I-"-,._-,. .,. , ..... .. It~ ~;-BORING NO.W'"' N z~.~*g E , ~22 2ll~ GROUND SURFACE EL. -t=J s ca PENETRATION DESCRIPTION uses RESISTANCE IIOIAIIKS ILOWS. PER ,ooT 10 20 JO 40 IO <:AMF A'<: A Dnu.-1n1 1 I lfARD S LIGHTLY SPOKE N TO MASSIVE CONCLOl'!F.RA TT C SHELL L Il-'ESTONE 1n~ n* SOFT TO MEDIU?' HARD SHELL TOP OF Lil-'Esrc N E -SLIGHTLY PORovx 1 11 , CASTLE H>YNF. MEDIUM HARD SPOKEN SHELL L TM.-o:;TnN~

  • -""""'"' 11n n* -MEDIUM HARD VEPY BPOKEN SHELL LIMESTONE

-POPOUS 113.6' SOFT TO MEDIL'1'i HARD M>SSIVE TO BROKEN MEDIL~! DENSE SHELL LIMESTONE

-SLIGHTLY POROUS 118.3' MEDIUM HARD SLIGHTLY BROKEN t!EDIW. DENSE SHELL LI1"ESTON!l20.~'

S OFT TO 1-'EDitn' HARD SLIGHTLY BROKEN SANDY TEXTL~ED SHELL LIMESTONE

-POROUS, FRI>BLE PIEZOHETER INS:rALLED AT BOTTOM. O F BORING COMPLETION 127.8' OF BOIUNG I BORING COMPLETED 1*29-70