ML22019A120
| ML22019A120 | |
| Person / Time | |
|---|---|
| Site: | Oconee  |
| Issue date: | 01/07/2022 |
| From: | Duke Energy Carolinas |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML22019A137 | List: |
| References | |
| RA-22-0002 | |
| Download: ML22019A120 (490) | |
Text
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UJ l.!J 52- Easi_er drimng at 91 . 5', ha.rd again c1l $2'. i; ~NIESS, bl~ck and'wliite, 50% quartz, moderate water produclior1 during drilling. .
~..:
8 54
'To rl
- l 56-
~
i0 Ill . Terraccn u; 521*e1em~ori Road, Columb:o, Sol!lh Carofli1ll 2S229 0 Phone: SOZ.74~~000,-ltax: !l03-74T-990~ 9
-$SO~lOGIST J.;OG llerracon
- ProJect ClrE!nt:
.c
*.. - o---
. *0_pohe~
-~
*
- Nuc,ear~
eor:iee -, -st* * - s**sF
.. ~t1on
. I""~19IE!8Ls--t§)!lc_qn_
~ 1i1* .'vi ,Q}'
,~-
£53
~i3g~ ~_,.of -4
;g.. ,0.,
E,
,O;, .0
-*~* ii rug; are::
-,.e~~ wen ;.C
-"a i §'. ..9,,£ ~escriptioo Cl Cl' rfJ ~z. w~tail
------------,..---rl*~-;.~* . d:
Q) O'
~NtEs~.:.rs: aboV.¢ .with40°~ .ciu,iii. }C\F
*. *.=*l ss_'.
'.~t::ttr -*
"***~'----'--'-,~~90 ffi}~
J?J~. (C*~(*i~l!il I
* -Softer
- ,,-- .* drilling 85'
- 66
)~:ir
- \:Jtf ,_
G--~d'1;~_~,
. ~lack ~nav,!'lil~. 50% quartz! h~rd ;driOing, mQdeA,.te .hf l:iigh W?!er
{!...:,;{ .. i:,r<>,' uqtiofl., - - * * * ** -* - * * (~e!;~m
- t:::}::~:,lt.*12
- -*. l
~:~
74-,, Easieridrlltiog 7i/. 75\ GNll;S~; ~l?ck and y.ihite, ~0% qu~liz, ha,rq drillif!-9, mode;:at~ to hrgfi w~ter pro~ucUpn. * '
- r~Str":f t~.;;:::::;'
;:.:c==:*,1 '*
7~ (S\lt18 lli ao .. :=:::=:: ? jS]}.
~-. ::::::_-. !;-ao:
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~::::=:
/1:(( ,
-~:.:§ht s2
~
't::=)t
*,--.,_,J:"'84
'~i :==:. ' '. ' ' '
GNIESS, ~s abovEJ.
- -~:(.~:/f-
\~;_~*~IL <<> I *'.'-**.; *86
- J *;~)~\~ : '
-~
- l§
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o
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!'.'21 C:tcm,<;0n Road, co,llmuia, ,South Camlinp, 29220:
r*none: 803,741*9000,
' Faill'M3*7'11*9SOO
GEO~OGIST LOG lrerracon Project ,_ . .. -
. Ocon;~e Nuclear ~talion SSF Client: . . , * - * ** *
- O, 2 t en >,
,5 0,.
0. E
*c.J:i E E:
'ui ;c
<ll 0
*ct
-a.*
0, 0 o* . Descf;iption (I) Cl IU er, ro ::>' Cl) :z 0 'C ffi (6 O..o.
---, ' a_
.;.I GNJes*s, as above with increased quartz.
92 94 98 1 .....r--'-:c-r--,-t-1~,Bioriifulterinlii~~;;ninn;-,-----,----------...,,..-----'-_:._ 2\;.*:~t*i6 ___1:*:.2t.§---- 100 Boringtermiliatea al 100'. *.:-*.: LQ c:,. cl
~
t5 (!) ili (!) iii
~ ~
(!) 0
.,g ~
J
~
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~
g Terracor,
"* 52.l Clemspn Ro~ct, Columbla, Soulh Carolina 29229 *O
(!) Phone: 803*7*11-9030, Fm:: ll03-741**99()0 g
GEOLOGIST LOG lrerracon
- Project: Oconee Nuclear Station SSF Client:
Date Sta,1ed: Oconee Nuclear Stalton D11te Completed: . Project Number:. 73067007 IBoring/\lVell: Well Construction Da(a Page 1 of 4
. G/20/06 . 6/22/06 Screef'bpen Borehole I . -i From: 41 -To: 100 Logged By:
C. Suddeth
'L;oordlnaies:
N 35 E 83 Pack: No11e i,:-;:.:*:'/1 From: -To: Drilling Co.: Driller: SAEDACCO R. Miller Seal: None From: -To:
~
Method: Equipment:. . HSA . . Gus Pech GP-1100E Grout; ~"f.U~!ll.a., From: 0-Tm 41 Boring Depth {ft.): TOG Elevalion: 100.0 795.82 Inner Casing: 6" Sch-40 PVC Boring Diameleriin): GW Lei/el: jTirne/Da!e: .
- 12. (0-3p'), 9 t30-41'), 6 (41' :litJO'). 15.45 7/18/05 Outer Gasing/Stiqtrb'll,:c!ive Flush M.Q!!Dl~Q...Cj}~.,_r-....---.---1
.c 0) 2 IE Cl .c:
i5. ci. E 0.. ,Q EE ClE
-o. 0 0
Description Well 'a. 0 II) t1l (J) 1\1 :l
.w z a.s :5 Detail 0
(!)
- J
- .:. ,_- *'.: Air excavation performed Q.!3'. No lill1ologic ~aniples 0*8'.
~:.
I 2..,. -2
- ,1 -
- l I -
-4
-~ -
6- > "-6 10-12-I '
'~10
,_ 8 14-
- Turrncon 521 Clemsor, Road, Coturohin, Soulh Carolin~ 292:!9 Phone: 00:;:.71, 1-0000, Fa,: 803-1'11*9900
GEOLOGIST LOG lrerracon
- Project: Ot;:onee NucIear S!flt*10n SSF Client: O.ccmee Nuclear Stal.ion
.2 5 c..c Page 2 of 4 E E ru :J Description
(/) .z 32 34
,s] l GNEISS, abundant quartz.. m*octerate v,~ler production during drilling.
- "]
- 10-1
~
I End drilling with 8" bit al 41 '. Set 6 casing at 40.5'. Very slight water production.
"~ GNEISS. 50% qual'rtz, hornebleno, dry.
44, GNIESS, black cind while, mostly quartz and homeblend (40% each), hard
,,e drilling, no waler production.
i:,
~
ii:,
*-r.,
l!) i:: c::
"l 50
§
(!l
~
~j 52
§ GNIESS, blaek and Wl>lle, Qua<I, & homObleod p,eqominalely, h*nl drilling, slight water production.
~
~-
q,_
.., 54 0
g r~
'"?; 56
- C, z
if. g Terracon lL 521 Clc:ni*lll Roiid, Columbla, Soulh Caroli'1!1 2!i?.W 0 t, Ph~n~; 803-7<11*9000, Fax; B{r.i,741*9900 9
*1rerracan
- Page 3. 6t 4 li~\.
fl~{:
.~~~:~:,t*
~" ~~ h '
- .~.3.}}-ti2'
;:~s.,.-.*,i, '
S6ft~rdrilling at oo*. lnc:re.asec1 water. 68'
* $rill~$S,, blci.ok and vii))~; ,incre?tsed i:!ar~ *minerals,,* 9ic1E!tet We,atl'!~ring.
,68*
,70.,
,.. *,..~t.~-..
/if, 72 Gr.Jl!;,SS, bl~cit 13~d,whlte,Jr1creas,e(/ hqm¢b!erid ar# O\j)er ~ark min~ra!;,
drllllrig qitl,'i iribr~ased ~lightly, similar w1=1ier pro_C,u~iiori ai=i befqr,e. . G~k** Harder,drilltng a178',
- J~l'"
f;:,. .:,; .,. j~i!)6
'*,; . :. t 82
~
-(~{i~**
.'**. =:.' '; , 84
-i o!
*!!6 . !\NJl,$8, '*' i6Qv* Y,,lh ,,.,,.,,,.,. 9""" E<tlmal.e wale, flow at f~)~***
~ - ¥ * * * * ~-
~l--'---'-'----'---,..:;.J,.--£.C="-'-'~--------'----------..-~------------'..~\~~=~*~'.~~-~*~~-*-*-1*
- ~ ,gi
- 0 le' ,
TerraC(l1\ .. 521 Clomsoii Road, Colomb/a; SJllllh Carofjoa :2;,2:il!
~ Phtine: 80$-74t *99DO, pa<c 80:i-74 U190!! ~, B..._....,...__________...,.._,,.......--_,_..-----'--'------'--'----------------"----,---.......,....--__,
GEOLO.GIST LOG l[erracon
- Project!
Client: 0.l 0... Oconee Nuclear Staiion SSF Oconee Nuclear Station
..£! ~
0.. -- E Ill EE ro ::, Description ti) (/) z 88-GNIESS, as above. i I
- , II t
,~ l 100 Boring terrilihate*d at 1oo*.
I
GEOLOGIST LOG
*1rerracan
- Project; 9cortee Nuclear-Station .SSF
- Client: b_cqnee Nticlear.Station
. Date Starteict: Date Completed:*
Project *Number: ..
.
- 73067007 IBorin~NVell:
Wei/-:Coils{rc,c{i()ll Data Pa~e *1 DMW":'3 of 1 6/i9/01 .. ~- . * : . 6/19/06 ..
* [oggea J:Sy: 1uoorrnnares:
. C. Suddeth N35 E83.
Drilling~o.: Driller.*
*' sAEDAcco R.:Miller .,.
Methpd: Equipment . * . .... *
- HSAIAir Hammet Gus Pech GP-*1100E ..
Boring Depth (ft,_\* _ roe Elevation~ 60 Boring Diameter* ~in),: . . . . .
- GWLevel: *!Time/Date:
* * . 12 l0-11 ), 9,0 (11'-16'1 . . ..
.._ Iii' . ::,:,_
' .;S! :,Q) ~
- g a. .c.i II) Ql
.t:: OE *Ol
..Q ..
..s::: i 0.
Cl) E EE ~ u 0::§: *o
.c bescripHQi'l Q)
Cl (G (/'J
~
Cl) z co .!:(.0 5 *.
' 0
~~
{f:. Air ex~vation perform¢d 0-8', No lithologic sampl~s P.tl':
.., ~ .. ,*. :*:*,: :~.
2-~ ~:. ;: : ~ t *: , '!I ""2
~-
.... t{ \'. **:1=*1 -*
,,_ ::,:: *.:.. _.:::;:r
~ . ,.,
~
~
.-4
- a
.(:
}
t* {~
~
*13,.; ...... ,..:.5
..., <::* *:*~*.:=.. -
!~* ~- - . ..
8*""'. .8 Qolor chang{l to lighf Qrown IQ gray* c;u,Wngs, dry/Very hi'ln:i drilling,Po~sible concrete,*
.,, t~~li
~i$~~-
~
.j.*;~1:~!
.10-
~
ff(;~~ .. *-
-~10
. *. , ... : SANDY SILT (FILL), brown, hard, dry. Ehd auger*driJiing a\'10.5' . ;.,
. * ~
*12"'-
; '. .. ; 1:l
-. **' ,* : J . ,* .. .,. ..
~-,~~!f CPNCRETE, gray.. veiy hard drilling, $ome small metal fragments (re har).
. ~-i.,::f, 0 14-: ;,.~*'{;'A~ -:- 14
~{tq -
- ~rt D!_\! :~~1
~'I'~
. ~,.<:-.:..,.+,,~ .
I-16- - .. -16 Sorin~ terminated at 11Ht. Boring ab~ndonecl b¥ groulins with cement.
}
- '(em1con 521 C:lemtOll Roacl, Columbi:.; St<Ulll CaroliITTI 29220 Phone: 803~Nl*!IOOO, .F'ax; 60~-74\-9$00
Gl:OLOGIST LOG lrerracan page 1 of 4
- Project Number;
., 73067007 aljent: Ocoi1ee N~clear Statfo!)
Date Started: *. Date Completed: _ *
* - - . . 6126106 ." . -- 6/27/06. Scree'lboen Borehole I I Fr.om: 40-To: 100 11.:og~eo 1:1y: .~ *..*s**udd.,
...th uooro1na1es: .. N35 _E*83 _ Pack:
,.,. From:. -To:
,* Drilling Co.; _SAEOACCO Drill~f: .. R. Mille1._*_ _ _s_ea_l_:--'--bl.9-0.~ . - From: -ro:
ME3thod: .. Equipment: . . . . . *:**- . . - - Lt *"'-'-,,----:-,~;;:;:;::;:;;;::;:;--:--'-;;-'--,--....,,.-_-_'-'---_--':--fl HSA!AirHa111mer. . . . GusPechGP-M00E 0 ro.i_: .Gement. t ~ F'rom: 0 ~To; 40 Boring Depth (ft.):. . Toe Elevation: *
- c* .
1nner . ~sing:
.. . - 100:0 .. 796.$4 6 Sch-40 PVC:
,i::
Desc;:ripliori Well o: Cl
-b13tail 0 r
'."I
~
2-4'-
- - :6-10-8-:
~
~
~--
---6 i-12-14-16-
~ 18-
~ :.
'""HI l::i Cl n: ~
ll.i 20- -20 i --
~
o'. -2.2*-
,:, -22
~ ,___,_
i
,-.. -24
- l 24~
~
e: ., t, ii: g
~
l!J rcrrii<<:ot. S;f1 Clam~on .Road, Coiumb)/;,'Soulh Cnroflna 29229
'r>none, 803-7~1-ocoo; F*a~: eo3-7~1*9!!00
- 9
-GEOLOGIST LOG 1rerracon Page 2 of 4
.._*. . iii
.c: ~ ~ (l) ~ Cl
. 0)
- 15. E' 0..0 E §
- ,:-.S:::
*.-o *u PE .Q a:-~ Descr1p.lioi1
.Ql 'O C) l'C
(/) ~ z. ri:i -co 1E ,2
- ,.;.i "t
Auger refusal at 35'. Begin air drilling at 35', 36 . GNFISS, black ancl v1hlte, 50o/o quartz,-Very hard drillihg, nci srgnificant water. production.- . .. . .
,fa :
- Tcrraeon 521 Clernsori R.oarl, Coluriltil>J, Sotrlh Cllr¢Hnii 29229.
Pnoiie: so3-°74i:.Oooo, Fax; SC3*7,1Hl900
GEOLOGIST .LOG 1rerracon Paf]e 3 of 4 ll
£ Ql C.
.2! Ql
*o. .0 U)
~
~. *..-,.
ciE 0. (l) E E E 0 0 n-~ besctjptloh
*O Ill m ::i ..E ~.E:
Cl) wz (0 (!) 58
'C' 'I/
62 66 Fracture at 67'. 68
- GflllESS, as above.
72 Gf\JIESS, black ~rid white, 50o/~ quartz., hard drilling *.high*water pr9ductlon.
, I. ').
Tcmacon 521 Clemson Road, Qo!uin!>ln. South Carolin.:, 2!J22E' Phone: !)()~7~1-9000,.Fax: 803-741',9!100'
G:E;OlOGIST LOG
*1rerracon
- 11 I.I l
f
0
- 5 H~rd, Li~ht Gt~y dranltic Gneiss, mediµm-grained 6
li3 1 1 Dark gr~y, hbn gn layer, mod. sev. weath. torJng 1ermln~ted ~t 7.8 1 Drilled wit~ ~inch -concret~ bit 755,9
-zq 750.9 i
I" ! I Z5 .-,--:.. 7~5,9 30 ~. 7~0.9
".,.,~~~~~,"'-~~~~.,~~a.TA*~...,.;;._.,,,..,._../*,ffl 1t;'n11,c:. *ANO oAl'<l'(.1,10 ltt;TI ,.i,-rM 0,1 go..1 730,9 Page l *of 1 cor,r QJlllLIHQ M~t,'i, >-l>TM C,,.tlU f't>lz:TAATIO.N IC:- Ti<( HUl,.IIICl'1 O~ DLOW& o.- l-40 l.O. IIAUL,i(n TEST BORING Rl;COR[
.TALLl/.10, JO IH. rtrQi!l1'(0 TO Ofth ~ *, ... IH, 1,0. e.-.!-4 .. Li:n I rrr.
1!101'1NO 110 *f_--*l P. vr,olcTU~QfO o"'*'l'LI --::--'fil*Tln T~'l>l.lt. l.,_ t!tt, DAH O~ll.L.tD - l .Qt] 0/:79 1,q '.'; 1110.CK co111i ftli.0Yt11Y -c***.WAT['I TADL~. ,. II'!, J.o~ No Ocooee Standby Shucdown*Facllity
n O l'I 0
- Gneiss, Medlu~~Grain~d Nx lS.
1-......,..-1 I.JI, open-Joint, steep dip, c iay coa tecl 3 .4 1 to 8. 1 1 1 niod. sev. weath *. 3,4 1 , dark gray hbn gn lay,er, sev. wea.th 1 0
' Coring T~rmln~ted at S,1 1 16 -'
760-9
*Qrllled With A'in¢h concrete *bft to 3.4 1 ..
755,9 30 - -- 740.9 r 3~ "--- j 735,9 t aC>111i..Q "N~ llA"<~\.lt/0 L'tti'* -,<~f'-i O*l*D*I Page. 1 of l CO~t on1u:.1l'10 M(XTO '},A'I'.."' 0*1.111
,.UH'flt~tlaN ic: :rHt f-l\Jl,li,ri o, Ill.OWi 0~ 1-'0 La )IAMM'(ll TEST BORING RECOR:.:
r*t.Li,;a 30 IN. 11fO\IIIIC~ TO l'>ll"'~ l,.C IN: 1,0. t:A .. PLt::11 I ,..,.,, 1101\INO t(O, E-2
~
!iol, -,,oc'\ col'Jt lltt:Q\'tr,y l ~ 1it1c1erui>2rn a*,_.,,.L'( "':":;:::*viArrn
""'-0. w,;-r~,.
TAPL~. IA TAl>Lh 1 HI\, 1,,;. P-"T' OIIILL*to. IQ/] J.179 JOI> NO -o.._c...,0;.::\41e;:.i;.--- N , H/,>,C:,,;l!o l"fN~'fr>Af!O_h-,,.:iL()o~ ,Off 0;-.11,;LINQ WATI.,; S ta nd by Shutdow~ Facil fty
- Helium H1frd, Ugh~ Gh)y Gr~ntt;lc
.. _Gnel ss, med ium':"~ra lned N'X '
- 49**
j~f t;o $~61., mqcl. sev', tq 1 Weqtt\, s~v. ~-
. *O
' ,/
8
- 6 I 't;o 2? , 4 I 'i :{l ~ ~eath,
- 9.,4, tp ~ht . Qgfqy, m9d :119-
- H<1fd; L!ght:Gray g_ranltlc -.~ne-b:s, _ _....-'l 1 19.oi fo: ts.2 1-fo _hd, hbrr
" rted J,urn.;g-r,~ i.n~d' NX
. 18.84 ,fo U:1.6 1 gt,ei .Jayerst ss
- 25.2: 1 to .25;4.1 ffi09 ; \*1.ea'tn i.
it 25.,8 1 tci 26.0\
~-
17, 6-'; hea J ea *io i rit,;
- s~ef:!cp a'j p.
*17~ 3*1 to 17. 8 i:, "$AHfiLE: f:.:~,~.1
*fix 19
- *:zg,4r to 28,8: 1 , mbd. ,,iea'th;
- i :Med, te Mod . Hd; d g r-ay, hon 2~ *.§i to 35.4 1
*, s:l. w~a~hi .30 . 29;$ 1 Hard,- Light Gra'y .Granitic Gn~*i$S, :31 1l"ed r urn"'..gra i'ned 1
u--3__ 5_~:4.,.._ ____,,,.,....--.,-;--....-_.,.,..,.....,......,.__,_.,......;..:.;..,..;,i NX, Moderately H.3rd, Dar~ Gray Horn-:- 88 oJ eod.e Qne i ss; ~e# i om*gra i.ned 38,8 1
- 40
.IIO!iJfcti -;Afc0.*ll','"f~l,.(~IQ ~*~,:!ii -':~Hf 0.!1.ll~~
f.'age* l of 2
*C!),llt lll\llci;.IH~ Mtno Al!T),t .c;, *..:n,*.
1"0<!.T/!~111.:\N *.u: !"~ ><\JMC.1'1 .6, 1ll.0Wll .OF' !sCO !-,C, ,iA>l,><*1;n TESt 80RING RECOR:
,.lc1.l-"'Q* lO IN. l\l"(lllJl'lt.0 "YI) "~!! 1-..l i!'h 1,¢, c ..... ,.~C:11 I .r,'.
µ_:~:l, u,, or;*r*un!n;q ~.At- 1.P!:-:tt:. .-"?,--.;,;,.~*,*Ar 1'.t1 ,. >.*Pt..t:~ t 4 1-:1,rL 1*_r,.~:tftATl"O>l ,t-aL.',)ll,S .c;, 01111.\.;INO ,,.,;..:rrr, Standby Shutdown Fae i U t'l
~a~
niuic-n1.:rn:ii-i: *
-r, " 1 1 -it
....:_#~~~~~~--
1
,4*0....7.T/:t,*.*,:f,.""/:.:... !....-.-o_:~*~'!l~~""':,~.,.:w
,}....
, fill ~l*~~:iLJl~...:-~:;L-_-~.'.?" _ ,-~*,., * ':i~~~
. :!i~_rd; .LJ~ht: ~ray *cra.n it it *GMl~s; ,AO.:j 1" tti 4q.fi, d~r~y hb}1
*4:I,.;2 1 __ to 4*1,8 1 ~ dgf~Y- :bJo~itC? :gn gn lair ]
. med l uin*\gra loed- 1
\/feldspar porphyrbblas:t:s **
4-J,,(i ~o 43j_, .* b'lotlt~-h~r:, 9!1 H_d., *Og°!".El)' H9r!")9lt?nd_~* ~('i~iss~ 1/t.o. 1
*te 47.3: la:y~rs, ,mod_.
u)ii,_g*rai.n~d *-------..;....j *s ~v *. w~;; th,: 4t
; Hd. L* :~ra.y **Grairl ti¢ Griei ~-s
. 4'.8 ,3 1 **
t.o ~id;_,. b~ r'a:y .Hor~b:*1 end~ ' fe*ldspaf pgrfi~yfqblas-ts NX ... ' u-,-.i.........r--..;.............;;.__,:...,;..._,....;..:.............,_._....;.__.._...:........;J* 10: 51.0 1 f9 51,5*,, Smql\ fc,1Jds in* Hatcf, l igfit:Gtay** Gra,rit tlc ~ne i s*s_,, * ;.b!:i:n sin. 'layer_ .
*medTum,-gra tne.d **
.~~
.si ,,o' ** to
~*'
51 ;Si , s/-.'MPLE: F-4-,i
- . :'65:: * : Hg to Vhg, ;~ gt',;1y }Gr:anJ;t i ~ .
. .~nelss*
- Heh Med.--:gray. Eliotiti:? GMiss,
_* ,.
- 6lde~ vdf~Jdspar, .pqrphyrobT~*sts
(. 72,Q I ., *
'68..$ 1 to. 69,5'-. blotHi= r+e:h
- lay~r,tn9d*: sev. w~a,th. *.
7~,:9 1 1;:() 73,0'1 , biot}te rkh ., 7; l layer Subherliontal ,Jo1nts are sJ:fa_i;;e_d ** oioqe rate l y clo*$e . 8 . ; .* ~~--.,.J~-:*:,**r**:****~l'rv**rw:-n~-~-~1.,_,.,..,,,~~-~~*~--...,,
*~fl-lHC. Al,(o IIA~P1,.fij_Q ~*ti:n .;,,,-1-1 b_.tGQ!
_..,__.,J COile Ol)ll,l\l>J(l ... .,11:T~ Mltl:4 9,u1, Page 2 qf*.2. P,CNt,TilA'tr¢N t.;\ ,iii l-l1JH'.~i11 or_ 01..owa O" '1"0 (1>,-11.,1.,.._1-11n TEST BORING RECORL iiALLl'IO ',\0 lt~,.-nrou,~ti;r :i,o !)!lL\tt I*" *~- 1.0: i:.i.i,li't:0:.1' i .l"T.
. f-,.4
~7:1 Lii1ot1:,vniu-o oa-.~*.-*1..~.-~..... :......,_,.'rrn *,,.uU.:. H i..r,,
/1*'.j ",* 110.c,x conr, n"i;cc,vt111* --..~, .. :w."'-T.u'i ,1~aL1:, 1, iii<\.,
N * ,r.,,*~(;)1,~0 )-**Hi:,,.,..,.,oN "~l..()r,,i *or o:111..1.1lia wAt<<~
- j n,~V* ,Nl}l~lt>f'P Ij 0 ~:,:z~2:* ~-~. {t"-*~*~f;*::~-}~~~~:~;.~~;~~
4 'N t Mi;ider.'Jtel)). H.a..rd to Hard, Light Cir~y Grah.ft fi:: 1Cneis.s; ~e!dil.1m-grai11ep ' . ,
, 4
- 5 1 tO ,4 , 6I Dgr.e,y '.!)tin gri~l:5~ '4J 5 ,...._...;...~ 5;2 1. i6 5.1,1 -1 ;:iyer s, sev. ~1~.;iJ ., .
to* sJ, io, lls I ,Mf!~d'l. Dsiray h~n gneH l~y?,r:s, mod, . iS
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25630 (5-23-80) DUKE POWER COMPANY J FORM M-27A PAGE REVISION 2
, OF I
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CONSTRU220N DEPARTMENT PROJECT'CQ;vse.. g.. SOIL TEST BORING FJELD REPORT 1, STARTING TIME Z. : "'7- 5"" . JOB NO. /IF 'Ir . GROUND SUR&£ Et.EV.#'/'t?e:JO JOB NAMEr"'1c1' .N 4-(... 6Cf,J.,N,l wa.4er dilse/r,,dil7N tuc//4~ HRS. MOVING 3<> ~ DATE LtJ - ~-9~ WEATHER ~Je41/1'. INSPECTOR .m.~ORINGNO. A - l_ SAMPLING SCALE UD SOIL. CLASSIFICATION AND REMARKS
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V"' BORING TERMINATED 22,(,e . METHOD OF ADVANCING BORING DEPTH 90RIN9 REFUS.IL ll?Ji,. WATER TOB DEPTH ~"~-,,. l!QWER i!lt:l61!R TO TO HANB e11eP". '+WMUEI. IMIWA:i:ER WATER 24 HR: DEPTH ,Vt_,q.
;o~,.,Lf'/4"~ ~~~2' R~,t,At~ 8Rlt:I:. '4'i HtlO* W.aNATER io,oi'*oz:.b WATER LOSSES CASING SIZE LENGTH : DIIIIMONO 6QAE TO
.I FORMM~21A
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SOIL CW~IFl~Tl()N.AND REM~KS
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. METHOD.OF ADVANCING 80RING . DEPTH PGWER M:Jet!~ TO
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SOl[T6$T BORING FIELD ,Rf!PORT
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--:+---+------I:~* .
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Waler Protecllof\ Ohtlalon 2600 Bull Street Columbia, S,C. 29201 (803) 734-5331 Weier Well Record
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- 10. STATIC WATER LEVEL , ------------1 t - ----...,-512__-=.::.:::*::'=.::.::.:: ft~
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14 . WEl.~OAOV1HP ovo,ONc Neat Cerr,ontf}~ S;,n<I Ce'1\ent Q C011c,..1c O Otha, 0 ------t Ocr,th From _!:::_ __ It. to ____ h . 15 NEAREST SOURCE OF POSSIBLF. CONTAMINATION:~ F m £ //-- 1-----~ /J,;- r,..,,., Well dsi~teclad O Yes Tvpo__t./_~ .___ _-1 1-----------------+----+----1 Ul)()II CO<l1 on G;:;::..:.::""::o_.:~=,~:;;'=!:e::===i
- 16. PUMP , Dara Installed 11,<f, . n.vM N/(J mode( no. _ _ _ _ _ _ _ __
H.P __ m::_v01u~1ength ol <l*Oc> p,p .. 4,tf.;1 ,. capacity A.-01>n TVPE (JSubm~rsit1lc O Jct (st,alll'l\N) 0 Turbl'1t Jet (decal
MONITORING WELL INSTALLATION RECORD JO$ N.ti.ME; QC.ON~~ N*lJ-..<.-leo..t s+A., locking c~p.---~.----___.;...>>~ securi;y plug-----~ 1 1 / i:--* <-----"'-'wel'.!. st,ickup concrete collar-> - - - - - i
/// \\\
Ill! \\\\ I pr9t~cti ve casing*-------->* I \ I \ I \ grout---,--'-->/ \ l \ well ca.sing------ \ I \ 1
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-fi,.tJ cte*pth of gra*v** e*1 pack-> ~ ill <---depth of sea-1 +:t,(J
- _=.~:**.f
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.gravel pack*---->iil - m
... - iH i i _-m screen-----,--+;
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Hi - iH SJJ_, £..,depth of well.;..*-----+~..:__ *~---..r1.:lepth
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of screen £l;o threaded ca;n*-----i-> ,__ m ..
/2::z t' , . ciepth of gravel pack -> .....=:_:m_::a:_*m_:m_,: <:.--depth of borJ_ng ::i:£.tl
- DATE INSTALLED.:
INSPECTOR: 13.
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CA Metjlin DUKE POWER COMPANY GEOTECHNICAL CENTER MONITORING WELL NUMBER: d . , .9
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sa . 0I WATER TOB OE;TH
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- SAMPLING' . SCALE* UD SOIL (:LASSIFrCATION AND REM~KS ..
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, ":'"* j::-u>
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1----.f---~-------------------------1~~ ce..: ZIIO
-------1--1--i-1--1--------,----------------1(1)~ -----,i......----- -*- ------------,,-..-------------:---1 +
i---+-----------------,--------- BORING TERMINATEQ_**-'---"'£-"9:L>,.__f)""".'-'....*--'---------- ""--M_ET_H_O_D_O_F_A-'-D__V'-A_N_C_IN___G_B_O;_R.;...;IN-'-G--l'-.;...*D""'E;.;..P..,.TH__ BQRING REFU~A*...._____N ......IM:~**-..,.--:c--c-=--..,,-=--- .fQWER-.AUGeR *~h'ro5't,o' 1 WATER TOB DEPTH j;"' (' '2. . 7' :.;. 8 - '1..$_ *ttm~l1/4-W-l~~R" ,.... TO - WATER 24 ttR: DEPTH 5l)~ ~ * ?~ :f* 73' RO'fARY ORfl r
- W/MIID*WAYMER i-- TO .-
WATER LOSSES *
- bl ON -'t. U......$ e.J' -OtAMeNB:OORE- TO CASING SIZE 1.Utf: LENGTH* t,.JL/ll-: * * . --::. * -
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL l)round Woler Protection Dlvlalon 2600 BullStreet Columbia, S.C. 29201 (803) 734-S331 Water Well Record I L-. lL I 1-==,-,:=~;;;:::::~C---:--:=:..:'..::' * - _ _ ~ate ComµI*-~ 2._- / ;?- f)..> 6 - 0 Muri *11 010r~ IJ Jcttt<J Q Borert (] Dug
,,.::;,1~ *.- 0 Air RolA<V O Driven LJ Cubie tool ~ 0}:1,or St,ee1 oddren S, C,ty cl Well LooohOl'I 1 , USE
- -- -----~ , ~49'Tl fJ04mest 1t 0 Pub11~ Suppl\* Par,.,.,t No, _ ___
- Qif'\dUU*Y 0 lr(iQdlion f] A" C<n1ctltio,1ir,o QCot'tt\Hfft:f.>f OTttuWt.111 181 o t.l: -\-or \ ...i 8 CASING g--rt,,.,odcd 0 Welded I o,arl' z. ,., He19ht: A t l o V ~
TVP* fiJi,v;-[JGotvo11l,e<J Sur {4'Ce --;'".. s, Os1ee1 Domer Weoght _ _ _ _ __ lbs.th
~ ,n. 10 ~ 1 ,. oepn, Dtivo s ,,oo? L) Vos EJNo
_ _ _ ,n. 10 _ _ ft 1JCi'.11li
'2. C UTTI G SAMPLES ~v.,, No S. SCRE!:N ;
Type: f'\/ c_ - - - o,an\. _ _--=z,__'_'_____--1 Geoph \l S!cal Logs O Yes (P1ea,e enclose) [3 No Stol/Gaua ___ tJ JO Lengtt, ___;;)-:.:_q_:__ Set B~1w1er, Q: 0 ' It ~nd ----1..Z..t...~- r,. NOTE: *MULTIPLE SCREENS
----~It. anr1 _ __ _ _ 11, USE SECONO SHEET S 1eva Ah~iysrs riti;;"jPtoase encJo~eJ QNo
*O. ST'ATIC WATER LEVEL
__ s, o' it. below lor.d ,utidC~ a11r, 24 IIOUH 11 , PUMPING LEVEL Below Lena Surface __td.llr_ti. "' tfl' ..tJ1.fr.1-,, *. ~>Limping tJ/lt P.;mp lng Ten. 0 v~, (Plc,;ub onclase) @No V,fllrl
- 12. IN.A Tff\ OUAL tlY Plu,e E.nclos Lab A.,.ult1, l3. AA1lFIC IALflLTCR(Gr;JvetPadl (9-'fc, QNo ln&tblii>d from _ !;,-, 0 ' ft . to / 5j ~ ' ft.
Effaew,e $IH ___.3_. fJ 2. uni1ormHY coefflclont ' 0 13
- 14. WElL GROVTED1 f3'V'**0No Neat CemMt G::.r""sand ~en! 0 Concrete O Ott,er O ------1 Oe:,1t, "'""' D,o' It to ,;:,D' ft.
- 15. NEAREST SOURCE Of l'OSSIBLE CONTAMINATION,....4/,/il:...F .. t ~ Dl***t1on 1---- -L.=:.-'-'-'--- - -Tvpe WeH l!lslt1lec1ed O Ves Type -"u.£'------1 1- - - - - - - -- - - - - - - - - - - + - - - - - - - - - -1 upon comp1ef,on ~ No Amaun*~
- 16. PUMP : Dote Installed PIH- not instell~d@
~==1 Mfr. name IV /IJ.: . model r,o.---t,L.l,,.__ _ __ - t H.P ~ *r.illS ~ l*n9th of dror> i,,r,,, _ _ 1 \. capacl!y ~ g p n, TVPE O Jet hllallowl 0 ,urt>lne
MONtTORING WELL INSTALLATION RECORD Oc...o ~ ""-e.... JOB .NAME: I\:., u-..c\E1.o.. r t::i+l"t
- locking ca:P---------> ~
security plug ; ,---,, J
;.....,_ <----well stickup -a.,s' concrete collijr->.--~
Ill \\\ ill/ \\\\ protective casing------ > I \ I \ I \ g r o u t - - - ->/ \ I \ weli casing-------- > \ I \ s.eal-1 - j
-I \
< -~-depth of seal Z, 0,.
- 5",0, depth or tp:::avel pac::k-> ~
f.l. E. i-,,-,-
<.--*---depth of seai Ilf-
- - ... -~------depth of screen 2° ,.
grav~l pack----~! - I m_:c..:m
;;; ::.1 screen------->
- m iH
[?_.'.depth of well--*_ _ _ _ _w;_ ~..i---a_eptn of screen Ii. O, threaded ca.r:- ?.':.-':::::::..ili
- I :::::::;:::::::::: L~* //_ I
_/ -'* t d!;pth of gravel pack ->.__ __,<----depth of boring 1....,,r-. DUKE POWER COMPANY MONITORING WELL II'1SPEC'I10R: C A Medlin GEOTECHNICAL CENTER NUMBER:
J F:ofin 25.630 (A3,87l REVISION
.o~*,* \ll* t,jl). sz sz..
-;:, ,,. DUKE POWER COMPANY
-D "; I c r .: SAIW\~S l;) AiZ. J.e Y- CON.STRUCTION* DE*PARTMENT
. tt lle.tv 6 0
'&"-' S PROJECT OC.ol'Jee.
SO IL TEST BORING FIELD REPORT si'ARYING 'TIME .... **:------,.--,---- JOB NO._-:-------,-...,_;.----------- GROUNQ SURFACE El.EV. _________ JOB NAME /#QM; fo r,}N<" bJ~// - . HRS, DRILLING
- HRS; MOVING .*. ..*
DATE 8-3/- 93 ~E~THER Aki, ~NSPEClOR 4.&.i 41e4>i/40~1NGN0. 11-)0 1
. __ _.......:::;;SA;.;,;M~P~L;.c,;INc;:,,;*G:;..__--'*-!* SCALE UD SOIi,.: CLASSIFl~ATrON Al'IID ~EMARKS
*1ST6 *'Nn~* 3R06" - 0 -+--'---t----,----,---,-----,----,---,-----'--------------t
- ~-.. i I *'? c:y .z **1 3 R~,,, m..",;:.Jl -:: ;1.t. r::*..- Ju1;,,J -;;i,i/1),1 i::"':'u' - < '
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*-~-=---+---.;..-----i---- -
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- 1 , 1 ~
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,_....µi~OL**~~--*+--*--l---+--W:0~--1--------'---'----------'-/c--_,_---1~~
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,_ !r......:~z=--i.,;...:a:..-+_1=,1:~ .-- i3elsJ, 1--,.1-J----U~+---+---+--H,' 5 ~---l-----...;..__;.-,.,..----;--,-----,--_;---'c--...-----.---f tt~~4 sl/,f:. e&<;LP;.;,/ <?d~h/ ~~
t5.~. 1-__;.,;.J:f---------------------------"---"---------'-t~~
----+--+---+---,,......; - 1----li-,----~-...,--...:.--,----:--:---,...,..--,_.,..;.----'-----l~Z
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~o -+'---+-----------------,..-,,-------_---1:s.~
!XI ij 1'-'-'---'--'-1--'--------l-*-*
*1 1---1----------------------------1~~
_ l---lf----~----~----------------------1~~ 1/)ffi
--- 1----1--------------------------. --_.,,..t" §l
---'---------------.2s-i-~-4-------------,------------~
- - - . - - _ _ ._ _ _ _ _----I -
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2
;:(/)
1-~,----'--,-..**;;;.....----:..-'------*..,;**------------------'-----,,,.,,_...:..-,',f~; t---4--------------,----------------,-1z,ci 1--:....-----1---1----~- 1--'---,1--.;..--.;..-_~ .... l----i-----------'---------~-----------10~
~o.-l---+-------------------------------------~I2 ~(/) '"'--------1----1---,1---- 1---,-----------------------------11;;
1----.------,------*'-----,---------'----------1ffi? ci 1---4-------------------------,-...;.._-,-1~~ a--1----1--~--1--1-1--1--------------------,-----f~d cc...:
-------+--.--,~~s-+--+---------__,.---------------------*~~
ll--4------'"-f---+---l-------l - l----l-----~--------'-----------f<'-
--4--'-'-~--l-'--1-'-l - 1---l-'-------'----------~--,------"------1~~
1-4----1---,--1----1---,-! - 1-~+----------------------,,------,t+
-- 1----l:------------------------- ._........------.f-----,f<<,;'o -i---1---_..;..----=-----------------,------1 BORING TERMINATED µtA; 'f--*--~----- 1--..:;M::::ET:..:. . :. :.HO~D:;:.,.,::O.:. . .F.:..:A::.DV;;.;:A~N:;,;:C:.:.:IN.:..:G::...;B::::.;:O:..:.R:..::IN~G=---+-_.:D:::.::E::.P..:.TH:..;._-1 BORING REFUSAi...- - ~......~"'"-------'~------,- POWER AUGER n h,,, 't O,(/ro1t_u' 7 WATER TOB OEPTH ___.""'c.-.,__i_'....,.._________ . /" F- _ TO -
WATER24HR:OEPTH~~,. , H ~ . WATER LOSSES AJ/JXI~ U:J.ed' R~'f-ORILL; W,iP.H:J8-t-WA'M'ftR -,. lo ~ CASIN<l SIZE NIA: 7.ENGTH- Ana* O!IIMeND"eeR-E -,.;.l9 -
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street Colum.ble, $,C. 29201 (803) 734-5331 Water Well Record
~ ' --" l -,1u:1-Co,nµh.~1"d, - -
Nf tA- G. 0 Mun Rt>tMv O JPtl:;-- -- Q Dug n Air Rotarv D Dnven QCahle 1001 Ql0 I q * . Sttcot ac:1d,css I!, CctV of Well Locotion 7 USE ------ Sketch Map : (S\le ew.anwle on back) Ooon1en,e LJ P,1blfr. 5.,.ppty Pcrl'l'l*t No _ _ __ _ ,~*JU'ittv Olulg;, 0 Qco...,"~'"' JJ{/4- Tt!ltV</011 IOl'l fPl Mo~-, Air C0t1ditfOtHnO B.cAS*NC Diam _ _ T\,pe g--thn, od.l!d Wvc z >:_ __ Os,.. , Oothc, O~ OaatvijHJ>ed Surf ce Wotjll\t H11111t1t* Above z.s' - 11 tn,;./lt J2i.Q..'. "'* 10 2£)__:_ ,r <1ornt1 Dove Shoe? QVes {8._No 1h t~ _ _ ,l l..Wl)\tl 9, SCREl'N :
- 2. CUTTINO SAMPLES N T ,,t *.....,__U_C.. .......
Geophysical LOQ< D Yn {Please cnelose) ~ o Slol/Gau>e _ _ _~D~l~O Ol~n*'---- - - - - - ----1 Lengrt> _ _..,£;'---'-'"Q___
' ------1 Set 8etw*e11 2 0 It. ano I Z. , 0 ~- ft. NOTE: *MULTIPLE SCREE,.$
_ _ _ _ _ ,._ apct _ _ _ _ _ , USE SECOND SHEET 11
~ (Ptl!*s-e enclo~~t LJNo s~c .Anat'/S',s-10, STATIC WATER LEVE L ---------- --!
ft . bi!IO\.\I lcH1tJ SHrfac e t1fter 24 hou r s 11 , Pl)M"ING LEVEL Cloiow Lano Surtacc __J;J//t:....__11 ~fter .Jdilt..11,s Pu,noing TP1t O Vas (P1aa*0 oncto,~)
.,.,.Id N Yl1
- I 12.WATEA QlJALITV Pl&HO l:n~hJIO Lab na1UhJ
- 13. ARTIFICIAL I' tl TEA !Ci1a*~ 1 PncJ.. I (3','H O No Ins l!lled from . t_;;, 0
- It. to /{;, , 't
- ft E11acuve s,n ,3, fo i.._unifori ity coa/1,(iont _ _....,_. .,_Q.,,___/.c.3 14 WHl GROlJTEO' ~esONo N<t*t Cement@- Sond C&nent 0 Concn,*: 0 0 t,o, 0 - -- ----1 Oco,11 From 0, 0 ft, 10 Z, 0 it,
,.::.::::.:_~:::.::..:=~:..:..:...::....:=
16 NEAREST SOURCE OF POSSIBLE CONTAMINATION.-1!.Lll::...F ..,__,y///_ otm1 f00
- ...o.1'.-UJc..:..._ __ _ _ Tyrie WOii d1s infecled O Yu Tvo* _ _._._/'-'-'----.i upon completion No Amount
- 16. PUMP D*r:& lnnalied - - --=='--- _ not lflS~ I "@
Mfr naino M/lr: * .model no._!::!fl'l:._ HP. !,//It .v01u_M./.i:_1enu11i ol d*oP p,r,o dtf::.11 c*Poclty ..J!Llt__opm TVPF f]Svbmcrsibl~ O J** ts11011owl
- tndu::ete water beadng .:on.,,
MONITORING WELL INSTALLATION RECORD JOB NAME: 0C..O!-J'2.-E!- t,...)1.J....c.\-eo....(' s+1<)-, locking cap1-------->>~ se¢urity pJ.ug*----'~--~ r , I 2.s* i-- <-----well stickup concrete coliar->--~ Ill \\\
/Ill \\\\
protectiv~ casing*~*- - - > I \ I \ I \
*groµt---->/ \
I \ well casingr---- > \ I \ I
-\
< ---depth of seal
.,2,0 r
- seal----
depth of gravel pack->
,1 I i l <---depth of seal 5,o I m~ :*-+----f"'1,_.epth of screen fl. D '
- g. ravel p"'ck*----->m
~
- H!
.** - H:
-m~H screen-------+->
- lll
- - ii?
, g~ - ~fi 12
- 5 depth of well-----4-> i - <...----n:!epth of screen threaded cap ?.:..~ ..:::
!&,ff, depth of gravel pack -> ....::_:::_:::_:::'"'"":::_:::_.:<---,depth of boring //p,-f,
!
- DATE INSTALLED: fl-8-f}? DUKE POWER COMPANY MONITORING WELL INSPECTOR: CA Medlin GEOTECHNICAL CENTER NUMBER:
For,:n 2sGj0 IR3-8~l I FORl\/1. M-26C 2 SAMPLING scite
- uo .s01~ CLASSIFICATIOfll ANO REMAltKS IST6 .2ND ~ .. 3RD6" *0 - J - - - - - - - - - - - - . , . . - ' - - - - - - , - - , ; . . ' - - - - - - - - - - - - ' ' - - - l
- )
j I --4-----i-----+---t -
- j I
I
.l
,1 I
1----l---l'---~----1---4'/i'"',' 6-1---4-----------------------i BORING TERMINATED1_.....;......;.*...1.l:Jb~~..,,*-,:..*-------- METHOD OF ADVANCING BORING .DEPTH' EiORING REFUSAL. Nj_'°fr_ . POWER AUGER '*:M;:/ TO I f,. ~ I WATER TOB DEPTH.< , '1J IP$""_ A:2;£12 , . , H~:tMH~AWd'fR -To .....
~ *,'; I WATER 24 HR: DEPTH R~tt';WtMl:!9: WlWAfeR -,-ro-WATER LOSSES . . j..J Ql\:l g . LL$~<~ OmMON~
CASING SJ~E . Nl'Jf. LENGTH * /JI a --:-TO -
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Watet Protection DlvltlOn 2600 Bi.Ill Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record
.,..........,,.......~-=*.,_E_- S,"Z'f.*
I (Complt,tedj 1-====--a:.3=..!-czl)==='====r_1._ ___ c.aro Cornple1co, - 6, 0 Mut! Aol&ry [l J n tted - n Bor;;;;- --- D Air Aold * ~ D o,,~,i.n u Cohla t<>ol S 1rt0e1 *addr~** & Cltv ol Well Loca ti o n 7. IJSf
- S kc teh M~p: ISoc cxample on b ok.\ Ooo,.,e,1,c 0 PubHc Supo\v Pe rrn1 t "10 . _ _ _ _ __ fJ1nrt.,,t,v D tn,9 0 Oco1nmo,c.,.,
Iv /ft-uo" A,r Cot1dt1ioninq UTest Woll @., MoN~-\--onl\l 8 .C.,MW*m (94'hrc<1dcd 0 Wcld-;;;--r -:==:3.t=====-*=====1
,..,... ___z. ,,
T vno [.i311Vc L]c; oh..rno<eo s u,:ac.e ~z.='-,~s___ 11. Os,ut O0thcr We lg'1t _ _ _ _ _ _ lbs.Ill O,o r "'* to ..2.I;,_'1,. d~pth D11vc Shoe? 0 Ye$ J8l.No in 10 ___ 11 oepth 2 , CI.JTTINC SAMPLES ct No 9 . SCR EEN. Type_._d/ ____c._-=--- ____ 0*~*11.- L , - - , - - - - ---1 Geo physical Logs D Vei (Pio,ase et'lcloscl (3"No Slo,/G"'u'U _ _ _ _ {),-'=o___ _ L~ngth ____ s-.~~"-*-------1 Se1Be1wean 20' tt and 1<!,() ' _ r,. NOTE:
- JWIULTIPLESCRl!ENS
- - - - - I t . on(l -----h- USESECONDSttEIIT s,e-,o Ano*v**~
~ I P 1 e~** enc lo*"l 10_$TATIC WATER LEVEL
__,3~-...'z...8;;;;;..__ tt u&low 1and so,face ane, 24 nours
- 11. PUMPING LEVE L B<>low Lano Surl4<
/1. aher P.i i,1 oino T est. 0 Ve, (Pie~*" cnc1oso)
- 12. WATER QUALITY Chemical An.lysi*
Fl~*** E,,eius" Lab !'Inuits 13 ~R,.IFIC I AI f'IL TEA IG,,,ve, f'ac~ l (3"t'bs O No lnnalled from SC) _'__ H . to / '3', D f t, __e_1_fecli11c site _ 3 1 '- <-. unifo r mity coefficient --~D_/_$___
- 14. WE <..l ClROUTEC)> ~e.QNo Neat Cement (B--s~n<I Ct!ment O Cor,crete O Other O -------1 0opth F,om 0 , D' 11 t o 2, 0,. It.
15 NEAREST SOURCE OF POSSIBLE CONTAMlNATION;~ F H t 11.J/ ,+ Oim*Uo0 1-----'N-=...,__.__ ___ TVpe Woll d,s,n1eetad O Yes Typo_...c,;:.,,c,u.._ _-4 1---------- ----------+-----+-----, upoo co,nplOHOI\ ~ o Amo un _J_V /t-
- 16. Pl.IMP 0aco l nnnllect - - -~'~....__ _ __ _ 110 1 1,u,aliid eJ M1, "~ u Al/ . rr,o<lcl no._.cc'IJ',I..L..-----~
li.P -A)j./1::'vol l l ~tenf)tti ol drop p ipe 1/.,/.lc't, <>*P*c lty .4lf..opm. TV PC Osubmen,bio O Jet (sli~l!owl
**OHEC It 1903 (1 0 /86)
\_
=**=====================::;======================
MOJ:,fITORING*WEIJL INSTALLATION RECORD JOB NA?1E: b C..CM e_~ N U..c\ea..r $+A, locking cap,__.______
>~
security p l u g * - - - - -
- < ----=*-ell stickup 2, *~ '
concrete collar->
/// \\\
/Ill \\\\
I I \ I \ I \ g r o l , l t - - - ->I \ I \ well casing'----- > \ I \
/ \
- 2 0 i
<------qepth of seal ~ '
- - o' s e a l - - -.........
depth Of gravel ,pack~> j i <---depth of seal 5, 6'
~.(.ii. -=- <+.---.n-epth of
- t:
screen gravel pack*-----a--->:.: - lH - m_~ m
!!; ~fi screen1-----i-> - ...
m-_ m
- gi I (Z .. ';i r depth of well"-*------+> r - <:-1---<"l=.epth of screen ,2.0 threaded ca.t"n------+> ,__ m I J,D,. depth af gravel pack ....:> mmmW:i:f:: <---depth of boring 13,o '
- DATE INSTALLED: 9-9-c;y DUKE POWER COMPANY MO?qITORING WELL INSPECTOR: C A Medlin GEOTECHNICAL CENTER NUMBER: f3 '"'/2
SAMPLING 1-.....-----;.,;;;.;.;..-_.............. ---i:. sc~tt iJtj .SQIL 9lASSIFICATIONANOREMARKS
- *1ST6"* *m* 6" 3110 6'(. ,0 "4""_:.;;.-t--,-,...,...,-----,.----:,._,.-,,-;,;.,_.......;,_--:----;....,..;.._ __,__.,..-'--~
- { : : : : . -~ * *z_ f~ , S' 4 ~:.+-__,'.il,.;2.j"5'1?~J{...l/.,._.:.t::\;J,r!l..,,fJ!.;'c..!"'.J~f~f,-.__,.......:;;~'J~i(J?Jw.:/~.;*'-,,:...C/1:,_:*t..1~1'l...
/~'lf.~¥--r,.,.'Xl,;.J,,.-;;:.;,~,:,~\.:?4<A~,n**;:.,.J'-',l.t(I) f'--,-,-f-,'---,.-a------~----.,.---------------'-=-,,-.....'-;--,.,.--,.:.~~~5~
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l -
' ' '..;;5 ~-,-----------,------,,-----------------1 l---+----'-------,-.,,,..,.,.---------------------1
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- _________:.-........ ----------'f~i zo.,
*-------------------- 1------1--------,---------,---=-----------------1~~
--------------,-------------i~A f-'------,,.f-,------,-------,_;.,,;,,--------'-------'--'----1 +
1---1----.,.+--o-----+-----+--f ...:.,.. 1----+-----------------'--------------.1 BORING TER~llNATED----;'c;::3;,.;,_,_D.._-_'- - - - - - - __M_ET_*_HO_o_*_o_F_AO_V_A_N_C_JN_G_s,...o..,..R_IN_G_-+-_D_E_P_TH ___ 1 BORJNG REFUSAL J\J.ll!t: PQWER AUGER aotots,6 WATER TOB DEPTH..::3.:=;,....<:,.,19:;......,;;<*;..,-.,=----'--~-:.-:-'7-~~-:::' HANS CHQ-~t/MUO; -'t'h'W'ATE:R *.,.;;... T:O ,,... WATER 24 HR: DEPTH ~ -* _ ?:, q IJ r, 9-7-:'7.~ ari.,.AR."-"'" ',' * * *** '"'~ * ' * *
- WATER LOSSES . ~~<
- lA...-<:..<e.Ai ******-rn n:;:RILL:. N/,....,-.W/WATER - TO ~
CASING $JiE J\U U;_ LENGTH N /. a DJAMeND CORE ~ TO .-
I SOILClASSil'ICATION
.AND," REMARKS, i..,.:;,....i....;..:....--+.....:...-+--+----1 , ___ , 1-,;...~....:....---,--..:....-.:...---.,..,.--'-'+---.....:...-..:....---a-..:....,-------........ "-1,-----_---'-,-t--,-! ----- 1-......i.----------'----j.;.........
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. . . .------1--t--1----4~--~------"'-------'------------,.......:.i .,__-------,----r.,_o,l "'1.1----+_.________,..._ _ _ _ -'-_----,------------,--1 BORING 11:RMINATED
- eli1Ns*nailsAi:* ...*. _ _..:.;_..;..._____ . ___________ POWER AUGER 0 T~ _
. .. 'l;.--
WATERfO~DEPTH, _ _,.:.-.;_;... ... .;_..,;..,..;_..:.:,__ _:___._--' HANO C,HQP;W/MUp;W/WAlER Tl) WAlER.241:lR:btPTH _...._...;**;,;S::.;..:o=-*.,__- - - - - - - - - - ROTA,RY QRIL!-;W/MUD:W/WATER TD Wf)TERLciSSE$, _ ____,-....~iUucllLl;i*_...___ _..,..,."1,-_...__ *lliAMONCi OOfiE TO CASIN~ S.1?,t:* . i.fl A L!:N~TH ii ff~
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL
- 2eoo Bull Street Columbl , s.c. 29201 (803) 734-5331 1-===e:;~===*=l====:.:.'.:.;'*----:::D:,a:.:;I" C0,np1a1cd ' '%-\~ ..I'\+
- 6. 0 Mud Rota*v O J~ttHd ~ed O OulJ 0 Air Ro~ry O Driven O Caul~ 1001 (!o hor s1,ee, addrocs & City of Well l.oea, fon 1. use :
Ske 1ch Moi> , (Seit *~"mplt on b*c~) D O0l'fU!StiC'- 0 Public Sc,pp ly -l'e rr-ni t No. _ _ _ __ 0 """*uv 01 , , 111ation 0 A l Condic*onir,g QC:otr11,\4:,cMf 0TeuWell /Y';:uv/ To t-WG S oJ rlace _ _ .;.*~5<!..___ 11, We,~ht lb<./t t. D rlvo Shoe? 0 Yes )(J No 9 . SCREEN : in. to ---=-"* di,:Olh
- 2. CUT TI NG SAMPL-ES Yu No Tvoefll?\1..pc:. ?v C... -t" Do&m.__ _...;;__ _ _ _ _ __ -J Goophyslcal l.ogs 0 Ye, f Ptoa~ enclosol Slot/Gawe , O\CD l.onatn _ _ __ _ _ _ _ _ _~
I Set Between ..i3....L__ 11, and 23 ,t ft, HOTE: *MUUlPLESCREENS
- - - ' - -- "
- in d _ __ _ _ I\ , use SECOND $HEET Sieve Ana lvsi1 QYos (Pfe~n enclose ) No 1O. STAT IC Y(A TEA LEVEL
~ *O II. below leno surfac e ahc1 24 hou<<
11 . PUMPING l.EVEl. Be low LandSu rl acc _ _ _ _ __ h , 4fter -=._hr$, i,ump,.,g _ _ _ _ _ G,P.M. Pumi>lnQ Ten: Qv.,, (Please cnctowl QNo Yiotc 1:Z . WATER QUALITY ? Chemical An**v*it QYa*Qif No r: u, 8acrerl 1I Anelyli\ QYos}"'."1No PIGBse Enclose Lab R**u l ts.
- 13. ARTIFICIAL F ILTER (Grovel P I
ln*~*tl*a 11cm -~'.../~-~/_ _ __ It. to _ _..;;;.._,_,"'-_ _ It. Effecti** size
- 0 11,e uniformity cottfflcian, _ __1_ *_1__,)'---- -
- 14. >vel.L OROUTeo1ti4YesONo Nost Cement'VJ Sand Cement 0 Concrero O Othe r O ------1 Deo1h From -
- S It. 10 ......:
~:::_* \;___ ft .
- 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:----=:__f..,--=-- 0 lrootlon 1-----------TYP" Weil dlsl/llecteo O Ye, Typo _ _ _ _ _ __,
1----- ------------4------1-----1 upon comptellon O No Amount_
- 16. PUMP : Oat~ lns ul lod not ns1~od 0 IV\fr namo _ _ _ _ _ _ _ _ _ _ _ _ _ moa,1 n o * - - - - - - - - - - 1 H. P. _ _ _ _ volt:s _ _- _ _ tt100th o l drop p ipe--=- *t. cepacl tV -=---.aom TYPE : 0 Submersible O Jct hho1low) 0 1urbln1
- RECOVE~Y WELL INSTALLATION RE:CORD JOB NAME*: d.CON.EE 'NUCLEl\R STATION
-.-flush~mounted cover ~$setubly
\\\\\
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locking security capn*-.i--+--:r === <:---1-...f-----;
\ \ casing - - -
\ \\\\ \\\\ \
\ \\\\ \\\\ \
\ \
\ \
\ \
\ \
\ \
grout.---- >\ \
\ \
> '\
\ \
\ \
\ \ 8.1' i-- I:-- < '------<deptp of sea 1 -'------,.
depth Of gravel pack->~ ill <.---depth of seal - -
]~! :;; 13 * ~~r m:- :::<-i---n-'epth of screen - - -
m
*.. >-- i!:
gravel pack------"*>m ,:: i11 --- m sc::reen-------4-~ - - m. lit = Ill* 1'** ..... threaded ca.t'r... -------1 > , _ <*-i-----ri.1eptti of screen - -
=-*
24.5' iit~~j~f 24.5'
*-*************"** ~
- - - depth of gravel. pack-.:> L - - - - . . J <------'-depth ,of boring -----
- DA'~E IN$TALLED: 8- :L 3- 9 4 DUKE PO\'IER COMPANY MONITORING WELL INSPECTOR: ..:r.W. MEADERS GEOTECHNICAL CENTER NUMBER: :A-13
- t,igirteer. T6pi:>grapl1ic Ls,borator*:ies*
' Si:c;lf '¢h;imi:i*er ~xp~diti,t,>n,
.~P--:~~~~ ~*--=*~ ~~,., '"""~r;.~..;,.*:; ,;;;..:..,_7 ~-i::;,-~.r!.*-. ~~ -~~--~ ~~~ ~ ~*~--:-~*l..~-~ ~,_.... .; - :_.- ~--~. - .- ~:-*~ ~-- :.;..~~ ~-'-
)*_A*1.) . JfiPu.:t. val 1,1~. 1o '~'t.~ *. Nmti_f.t~7°h s~.*~te__pl.;i:J~ -~.':'J'_-~ -~-~01_*. '.(FE*~T}.
All <;>Utf?U'!= _v~lye;s *ar:e 1~J*,*_~$>9raph19 cp<,rdH1c!t9.~;
~.,.~ .. "'----<i' .,; ;. ..... _~7"" ... ,.:7- -~~~~2;,-....-"---"."-- . --:-."'- -.;, . . . . ., .,._.,. ; . . . . ,_ '-'. ;.-; .
~
~ .~:rAtt9N fNP.UT .(.tran$fc,.rme~ t"o) QVTPtiT
,*A'_.,.*1s
---.,r.-::.~1,
.I.id
*7,$t3.* ss Pi}>(;! 19_6,i4!;i *658 56'2. 002 f,J ,~4 47 4i.OS427 .N
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.. *--~: *'., '14.~9523:. f70 1;* si _sti. o.~53~ 1s w
- .'G:onver.g~n*c;:.*~ ~1 . "ti. 2),.4$'
*~¢a,L~.\'.F*~qt¢r 9*,;99$9?? 1S
- I Form 25630 (R11 *92J FORMM-26C REVISIONS PAGeloFj_
DUKE POWER COMPANY PROJECT 6;,0 (,.)EE: SOIL TEST BORING FIELD REPORT BORING 110. 6-l:\: STARTING TIME N(~.
.,108 IIO. tM.11 GROUtlD SURFACE ELEV
- JOBNM1E M~~~-roL W - ~ HRS. DAILLJIIG *;, /LJ.. IIAS. fr,OVIHG ~
DI\Te.&- r:s -14 WEATHER f. c- 1-k.r INSPECTOR/DAILLE.ll 4,, ( A}. ;jJ_ '" J.. ' /I)* J.I. ~1',/JPil!.
,r ' r SAMPLlllG J ~ '"" .. I lilfJr.'-'
SCALE 0 UD SOIL ClASSIFICAWJN AND REMARKS
- . NC F,OfL CAr,,.;?L.trJ6 RGQ..Hi2. b,)
5 - a 5 0
* \IS o 2.1 I') G ~ *Y\ i rJ ATc:O fiJ ,R,3,er' 5
f 0 a BORING TERMlrJATEO ,Zj-o Mmtnn M 11n114NCING BORlr~G DEPTH
\,\\A. t BORING REFUSAL POWER AUGER <Drnl{J'-*
WATER TOB DEPTI:I HAND CHOP:Wfl.1UD:WM'ATER TO WATER 24 HR:DEPTH 10.~ ROTARY DR!LL:W/MlJO:WMIATER TO WATER LOSSES r-- CASING SIZE ...... LENGTH - DIAMOND CORE TO
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL
- 2600 Bull Street Columbla. S.C. 29201 (803) 734.5331 Weier Wen Recold It. D111e Compl*_*_*d_._* 'd
=_-_\c,-::._...:....i..__ ___,
G. 0 Mvd Rot-.irv 0 Jo nee1 Q Boren 0 Afr f\OUHY 0 Otrvan 0 Cabl 1001 Srreet addcess & Citv of Well Loc1 1!on 7, USE; Sko1ch Ma 0: (See examolt o n ba<kl Doom n ,c 0 ~ubllc Supply -Perm i( No . _ _ _ __ 01h dl.i )4ty 0 ltr,OltliOn Qcom,tw1,c:,tl OT~, Woll Htt1ghr: Above/Below I Surl*ce _ __ ,.__ __ rt. We ,ot,t lbs./lt Orive Shoo? O Ye, 'tyl No
- - -' "
- to _ h dep th
- 2. CUTTINO SAMPLES O Yoo[Xl No 9, SCREEN:
Tvoe':JE\l.c C.. ?vc_ ii Olnm__ __." " - - - - - - - - l Goop1ws!co1 Logr D Ye, (Please encloae) S101/ 0auze=--*-~;::;...:.. I ..;o'------ Len9 111 _ __._,___ _ _ _ _ _--I Sci Se1wttn I\ 'g 1 t . and :Z,Z
- 4- II. HOTE.: *MUI..TlPLE SCREENS
_ _ _ __ 1,. ancl _ _ _ _ _ fl _ USE SECOND SHEET 10, STAT IC WATER LEVEL
\ ~ *~ ft. below land surface alter 24 nouu 11 . PUMPING LEVEL Below Land S u rface
_ _ _ _ _ _ ft. after pumping _ _ __ _ G.P,M. D o Yleld
- 12. IA/ATEA Q V6l l TY Cha!T'ical Analys;.. Qve,~ No 8acterl,1 Ana~sls QVtH ~ No Ple.ase E~close Lab Ruu lu .
- 13. ARTIFICIAL F I LTER (G r avel l'ockl VOi 0No lnuolfed horn _ o. iS I _ __ _ _ _ ft , to
..,__ '73 . 0 EUec1lve site -o lts,. uniiormltV coofllcion1 _ _...,).,.;*c..l......,,L,.__ _
- 14. WFl.1.0 OVTEO1 V**ONo Ne.tCementltl Send Cement 0 Concrete O Ot1*** 0 ______
Oepth From _..;*c.,5_,__ tt . to (o . g ,,. 15, NEAREST SOURCE OF POSS BLE CONTAMINATIQN; _ _-_F'H1 _ _ _ _ 0 1,oc1lon 1-----------Tvp* Welldlslf\fected O v .. TvP*--- - - - - 1 1---------------+-------1-----l upon completlon D No Arno un 1 i6 . PUMP : Oar* lns,~ll*d _ _ ___,:__ _ _ _ _ _,not irur lied Q M1,. f'\1(11,:,-_ _ __ _ __ _ __ __ _ modet no*- - - - - - - -- -1 ti .P, _ _ __ vo fu--=-ltngth n f drop p ipe ..:::_11. c~IW -=---gpm TY PE'. . 0 Jet hhallc;, wl
- tndie are w;iutr bttnr lng --ion.e,
- RECOVEkY WELL INSTALLATION RECORO JOB NAME: OCON)5E NUCLEAR STATION
- - .fiusn~mounteq cover assembly
\\\\\ \\\\\\
\ \
loc king security ca~ >i= < .5'
\ \ casi*ng
\ \\\\ \\\\ \
\ \\\\ \\\\ \
\ \
\ \
\ \
\ \
\ \
grou,.t >\ \
\ \
well c~sing > \
\ \
\ \
- seal depth of grav:ei pack->-
\
i -.I
\
ffl ct*epth of seal depth of seal 6.8 1 9
- f3 I Ii~ ...iH 11. 8:--,..,
m m I'."'"'- r-,-
< ::epth of screen
>m -- Hf
!H gravel pack
!H H!
i ! :-- !H
- -:~
-- *iHm scree,~ >
jg threaded. ca; m
~g 22.4'
< ::::eptll of screen 17.0' mj--;-)n ~3; 0 ,,
*o.e p th of g ravel p ack-> < ~ e th 6f borin g DATE INSTALLED;8"-l3-94 DUKE POWER COMPANY MONITOJUNG WELL INSPECTOR: J.W. MEADERS GEOTECHNICAL CENTER NUMBER: A-14
- ~ngineer topbgraphic Laboratories Star Chamber Expedit,ori 8/1 $/ i gg4,
. STATION INPUT ( transformed to) *OUTPUT
,.-A:';:14; Lid 78.7,09 Pi~e 798.76 6585$5,482 N 34-4-7 42*",30718 N
~:,;
-. ...... 1429580~844 E 82 53 59,845k32 ~,
-~ 'CQnVer-ger,ce -i 4, 21.08 Scale Factor 0,99997320 U.S. Armv Engineer To~ographio Lab~, QORPkCON V2,1 1 P~~e 1 of' 1
- I
' Form 25630 (R11 *92) FORMr,/..-26C REVlSION3 PAGE_LoF_L DUKE POWER COMPANY PRoJecr OccJE. E:.
SOIL TEST BORING FIELD 'REPORT B0RlllGII0. fawn STARTIUG TIME Nlt\ JOB HO. ~j A GIIOUIID SURFACE ELEV. Jo*a W\ME DATE J\!\ Gi,H ~i2...*N' ~ ca- If- 9 4,wEAiH; ---. c.:. * ~ t.)x uJ e:,L,.c_ _- IIISPECTOR/DRILLEII HRS. DRILLING -cl \&_rms: MOV#. _f-. t)J . M g,c..c_ ~ .. 1: l //...* ~
' }\-{ /A-1/44/2/Co[L
,~ ..
SMllPLII G R" ll" SCALE 0 UD SOIL CLASSIFICATI0!I AND REMARKS
- - NO SD\L. 5/\~PLH.J~ -~~J;i)l)1 ~Bl
-lo
~o 15 At\C~\l. -~~-F"llC..A. t:
'Rci?n,Lc"I. "TF!2J't\l ~A""fED@
~- 1*t .o 17-0 1
... 6
~
r
-o
- ,)
;5
~-J w BORING TERMINATED I
- 1:.1 M~nn OF ADVANC!tJG OnR1Nr, rn:PTH f n-1:::.
BORING REFUSAL POWER AUGER O TQ/7,0 WATER T0B DEPTH ., HAND CHOP:W/MUD:WNIATER -TO-WATER 24 HftOEPTH 4.4-' ROTARY DRILL:W/MUD:W!WATER -TO-WATER LOSSES -~~ DIAMOND CORE -TO-CASING SIZE NSA:- . LENGTH Nltt
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL
- Ground Water Protection Ofv11fon 2100 Bull Street Columl>la, s.c. 29201 (803) 734-5331 Water W.U R,cord
- 6. 0 MIid Aolarv O Jcnecr O auw1 0 Al* Rotary Q 011ven 0 Cable 1001
- 7. USE :
Sketch Map : (See eiumple on back I Ooo,,...c1t1c 0 Public Supply Permit No, _ _ _ __ Otndu*11y 0 lrt JQotion Q Air Condit ioning Ocommiee,e:,,1 0Te~tWelt t<\aN re~ RI t-.i (, B.a..s,Na , ~ Thr~udcd O Welded O14m. :;}... Height: ~/601ow i vP~ fhJ PVC QGalvanized Su rface _ _._S_,_____ 1L Os,** Oo,M, we,ghl _ __ _ lb<./lt, _ L i n . to _h_:3,. depth Otive Shott l 0 Yes (X_No ___ ,n. 10 _ _ h . dCPtl'> 9 , SCREEN : 2, CUTTING SAMPLES u Tvoo: :rg\L.oC.. ?v C-. ;'7 01a1n...._.....;""-;...;::......,___ _ _ _ _~ Geophyslcal Logs 0 Ve1 (P teQte *t1closel D No Slot/Gauto O \0 L*ng1tt _ _-'-'""-J-- - - - - - - I
\o * ;i \:J
- Q Set Betw*~n It. and
- ft . NOTE; *MULTlPI..E SCREE.NS
_ _.....;.....;_ 1,. and --===---"* USE SECOND StlEET s,~vo Analysis O Yes (Please encio,.,) @No 10, STATIC WATER LEVEL A....,A I _--....;..;_,-..:.._ _ _ rt. befaw hano ,u('face: 4fte.1 24 hou"s: 11 . PUMPING LE'VEL BnJow Land Suff*eA _ _ _ _ _ _ It. af ter pump lng _ _ _ _ _ G.P M .
-=-hrs.
0 Yet (Pleose onciose) 0No Ylelel
- 12. WATER OUALtTY Ctternh:al Ar,alvsis Qves!:p No Picas<< !. octosc Lob A~ult<. _
1:J, ARTIFICIAL F I L TE A {Gravel Packj Yes QNo Installed from --=5=*c. Q=..____ ft , to __\._7_,_.""'D=---'~ Effective sire ' 0\1., uniformity cocl1iclent _l-'.'--7'-'S..____ _
- 14. WELLGROUYEOl ~V**ONo Noat Ct!ment Bl Sand Cameni 0 Concrete> 0 0th** 0 -------1 Ooptl1 From _*--:5:c..._ It. to '2.. a "*
1S. NEAREST SOURCE OF POSSIBLE. CONTAMINATJON;- = - F .. ,, _ _ _ _ 01roc11on
- Tvo* Wel!d1s1ntectod O Vas Tvo*--------1 upon con,pleUOr\ 0 No A,..,ount
- 16. PUMP : Date in1T llac.t _ __;;;._;.._ _ _ _ __ _ not ns1elf-.d 0 Mr, Mmo _ _ _ _ _ _ _ _ _ _ _ _ _ .,,odel no*- - - - - - -- ---1 H , P 1 _ _ _ _ vo1-,,. ---=--tongth of drop pipe ~ ( t capacity _ -_ _ QPl"I' TYPE : O Jet(v11,11ow) 0 Aeclproc*tl11g
- RECOVERY WELL INSTADLATION RECORE>
JOB NAME: OCONEE NUCLEAR ST~TION
-.-flush-mounted cover assembly
\ \ \ \\ \\\\\\
-------------,\ \ ,---------
lQcking sec::m:ity ca.l:"u-,--.t--,--> = <.---1----1--- .5'
\ \ casing - - -
\ \\ \ \ \\\\ \
\ \\ \ \ \\\\ \
\ \
\ \
\ \
\ \
\ '\
grout >\ \
\ \
well caping -> \
\ \
\ \
\
- \
i
< -,---,depth of seal
. ;- . seal--->;
5 0 depth of gravel pack-> - ......... <----,dep'.f:.h of seal - - -
!._!_! m m-
<+-,----n--'epth of screen
;:: ~ ~g grayel pack---->m - m EH :::
screen-----~ -= ~l threaded ct!;B*------1 :a> -
. . =- il :;:
<-t---o::.epth of screen - - -
17.0' lil! ~LHl 17.0'
- - - depth of grayel pack->'----~<--depth of boring - - -
- DATE INS'rALLED:8-11-94 DUKE POWER COMPANY MONITOR:ENG WELL INSPECTOR: J.W. MEADERS GEOTECHNICAL CENTER NUMBER: A-i7
*.j.\-J input
£ngineer TopqgrSphic Laborat6ries v.al ue_;5 ar*:~*
star Chambet' E:,qiedi ti on
*-,"":'"~-.* - - - - - - - - - - - ____ ...,.
~~~}, stat.:e P.l a_ne zo~e 3901 .( FEEi);
*-w-----' ------------
*A 11 output va i ues are f-~~h .. ge.~qraphi c coordinates.
' " ' ... \~~;~~y; -~. ~ . ' ' '
STATION INPUT (transform~d to) QUTPUT
,v. *A :!1;-7 1-. Li d 8 0 1
- 3 1 Pi~~ 801\09 6588iB.602 N 34 47 44.59096 N
. . .,~~'... i
- ,¢0nvsrgenc~
', *142~570,025 E
-1 4.21.18 s2 s4 o.~ 02ass w
!3ca le _Jactor 0. 99997328 U,S, Arm¥ fngine~r Topographic Labs, CORPSCON V2,11 Page 1 of 1
- *Foim 255s0,(Fi11,si1
....,____......,._--I__ ti -i---,.__ +_--------------------------1 t---1-----,if---+--+---M]O-t--- *. - - - - - - - - - - - - - - - - - - - - - - - - - - -.. -----1 !;! ti>
ii:*1.L! fs. 1-,+,,---,-..,.,,+--,---1----+---:1' -*-*. '
-.,.-+-------------------------.
. ' ---....,,..---------------------------------, 0
. . . .-~****e:;
&:, ~'
gg**~
~=~===::-=.~:~::+,...-.;-::---. **H**;
~-ai
~-~
i----i----+--t--+---1 i------i----------------l,-....--------------------------'--'-tr.,,w =:e
, .... t-,,--t-.------,------,---------,.1,:-,---,------'-------,--------1zi ------t--+---1 -.-.:- - - - - - - - - - - - - - - - - - - - - - - - - - - - :;
t-,-,-f-----:--f--.....-::~*~*-:-,-,~-~*.i;-:-,=--rr-=::.-;:--=-:~-=-r*-,."""""-,-,--f~Z QCI =
~~J~***~~-e~-~~D-.~m~,~*N~J::\~~1=:\X!:~-~\~~k,,~.~*~:::-,
1
-~ ----1;::::t:::::::=*=,*~*3:K~Q~,M:K't-l~
l-"'1-.,,..,....:..,+----+--+---------!t,:;;cc,.u"ll
.. r::-=--::::-"=-"3~~g -~ ~
-----------*-*1---t--------------------------------....,...i=~
*-*- t--,--+-------------._;.;.-----------------------..;.i, ~i u. ...
------+--+---I . . .
- . :-~;j 1--+---+--+--+---1~~-s~.:----+---------------'-------------~-----____,~I i----t----------------------,........,. i:::c"'_,
----------! - i----t------,---,-----------------------------~
-----------------------.. . .- - - - a
--~-,-,.f----..,,.---------------------'---------iffi!
.....,,-t-,--,----+--1------+---11-f'!i_" o -+-.;;;..;.+.;..-;.....,,..,....--------'---'-----'-------..:i' I 11:1 rn*w
=-<R
., ~E! '=
J,-;.--!---,--+.,,..--t---,-+- t----+-----'"---------'-'--------'----------'--"----'---1~~ l-----+-----'-----.....:..--------------------------1' .; q~ 1-,.......,.....:.._ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _......,;,.---1_~ O,;<
't'-'-f-'--'---,,t--,-,-+--,---+---':-H~5
- i l""'.""-:-t--,---------------------------------1
*c:::; "":'
~i ti.,:.
---.,,,.-+-------I-* t---4'----------------------'----------'----------1
--------~---1:....... +
BORING TERMINATED _ _ _,,_~..,.*..,.*'*__,1_ _ _ _ _ _ _ _; , . _ _ Mrn.t~OID~rO~IF~ 1-'..wi.. RnJ ,,.,,*r.t-'-'-,-__,.---4-_.;;,0:.!;!EPw_m~.-' AIO,,,.,,ll/P'-ll,lll~IC:,,::lN~8.l,l;="I11.l eoruNGREFUSAL --*-*....,.._,.,.-a-,.:;..,*~-',\"'"A.....,.,.,,....,=------- POWER AUGER (t/fOl'\tt
\YATE~ foa:o~---------*-*.-.,..,...------------- HANq cfioP:W/fJIUD:W/WATER .,,_ To_,..
WATE~ 21 HR:DEPTH ._ ___..1...,h\~T=~*A.,,.\-,- - - - - - - - - ROTARY 0RiL~;W1Mu0:wfiNATER ;;....10-- WATER L9sses.__ :s.--'-*--.....,.,,.......,___...,:t,_____
- DIAMOND CORE -ro-
' CASli{G size .. eH?: . LENGTH N\ e
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENV1RONMENTAL CONTROL
- Ground Water ProtiK:tlon Dlvlllon 2600 Bull Slreel Co(uinbla, S.C. 211201 (803) 73-4-5331 Water W.fl Record 1-==~~::::*:q:::::=====.'..:'*:..____:::c.,:*_:::te:,_C:::..:::o:.,:m~r,~le,ad : <,9 * \ -
- 6. 0 Mud Rotary O Jetted 0 Air Rotary O Orivari O Boren Qcable ,001 OD
@o
* - * . ; , ,*_ 4 .
S1<11e.'1 '(jd(ISS & Ci~~f' Woll Locot!0l'I 7. USE : 0 Dorne.st,c 0 Public Suppty *Perm11 No. _ _ _ __ o,.. ,.v.tt \t 0 ttriQatlon 0 Air Condi1ionin9 Ocomma,c.,., 0r ,, Welt W i'"\ O~\:fo~I NG. 8.CASlltG ! m 1'hr<>odod Q Welded 1 Diam. Type ftf!Vc
'd., " [Jaarvaniled Hu1ght; -BwloW Surface 5* It 11 Osteet 00,1,.,, Weight _ _ _ _ __ lb,.llt.
_z_111. 10 ~ H . depth Orivc Sho<>? Qve, ~No 2 . CUTTING SAMPLES ves{ZJ No
- 9. SCREEN:
Typo'lJh1., .. e,. eve... Go0pt,y;le111 L09J D v.,, (Pto.i,e cncloro/ 0 No Slot/Gauic_..,_ 1
,....i!!l:::.:.l:::O:______ L"ngir, _ _..u.~-------1 Set Bo tween \ S *"!\ 8 -?.' _ It. NOTE:*.MULTIPLE SCREENS It. ano
- - - -- It. and ft. IJSE SECOND SHEET Siav* Analysis O Yes {Pita.* enc:10&0) QNo
- 10. STATIC WATER LEVEL
_lo""'-'-Q._
*,:...._ _ IL below land surface ahe, 24 hoo,rs
- 11. PUMPING LEVEL Below L*nd Sur1aee
_ __ __ _ h. af.wr --==-hrs. uumping _ _ _ _ _ G.P, M. Pu rN>ing Ten: 0 Yes {Please enclose) QNo Y,cld
- 12. WATER QUALITY .~
Chemical Analyds (Jve,@No eec,crlel Analysts Qve,fSa' No Ple,,e Enc:tosa \.ab Rosu111.
- 13. ARTIFICIAL FILTER CGravet Pack) 11J_ Yes O No tn.stolled ftom {o. ~ ft. ~o \ ~ ,7 ft, Effective size
- 0\le unllormiry coeflic;ent _ _,lc.c*_1.c.S.::..---
- 14. WEl.l GROUTE.07 ~v .. QNo NeatComent'flJ Sand Cernant 0 Concrete O Othur O -------1 Oecnt'a From
- s* It. to '2> .?.,. ft.
15 NEAREST SOURCE OF POSSIBLE CONTAMINATION:~ m ._ __ 01 ... c,tan 1 - - - - - - - - - - - - - - - - - - - + - - - - - + - - -- -1 1---------- -*vi>e weudisinfected O v., upon compllllion O No TvP*-------1 Amount
- 16. PUMP : Oato lnuo1tec1 - - - - - = = - - - - - n o , ln11*1ted 0 Mfr. namo-_ _ _ _ _ _ _ _ _ _ _ _ _ modet 110. _ _ _ _ _ _ __ _-4 TYPE ; 0Svbmorsibl* O Jet (chaJlowl QTurbtno w~**' be.,aring zone,
- lndic ete
RECOVERY WE~L INSTALLATIOlf RECORD JOB NAl:-m:OCONEE :NUCLEAR ,STATION
.,. . * , ~- t'
-----.tiu_sh~mdul,ltea cover as~embly *
.~-,--:i=======>r---
, ,;, *t:. , :~{L
_____.._________\____, \ \ \\\ \ \ \ \ \\
\ -* -
*lofk:1ng security ca,pr:....:~+------*_;>.
"t
~::. 'l'. \
\ \\\\
\ \\\\
"------,'\
\
\
\
\*
-grout,----*-'-""----------.>\
\
*wail ca~~'ng*-,-_.,__--,,---+:>-
\
\
\
6.2 .... 6.2'
-'---- depth of 18.9 *
- 19. 7* 1 DA'l;'E lNS_TALtED: 8-11~94 DUKE POWER COMPANY Z,.,:ONITORitlG WELL INSP;EC10R: J
- W. +-1EADER~
- GEOTECHN:ECAL 'CE~TER *NUMBER: .A-18
- ~
rr1g, 11~~1: topo~raph(o L~l:>,or.~tori*e'.$
*sta~ Cha~~,r ,Ei~editfq~
~,-~-,~ ~-...;~,-..; ~*.**-"T"'-- -~,.... ~-:*~*~':,~:~..;.;..~~--**- ~_;..!---~--'-*- ;.;,...,._ ~-'~ ,.,.__ --~*--:w'.,;,..,~*~~'!'""'*:_" __ _ ,..,r~ _,
~,), ihput*. va.l,lles -~r;e,.'NA@~'!~*1-:, state* pt,ahe zpn.e, _3QQ1 (FEET'1 ~* . '*
'A Ir' output va 1u~;; c1re* N~~!;, g~~--;ir~phi,c co9f\df1iate,;i.
--.-- ..-~.,.;*-:.""' ~ .... ,. '--'-:- ... - * - - ---*-*- .;;. ... .,t,.~~;-'.~;i'-... - - --*--;.,- ..... ,...:...,. -- -*-_;-.,_..,. ,..... _ ..,........
- STATI;!;l_N., !N"PUT itr.ansf<>rtn~g toi** O.\JTP!,!t
* *'- :*.o:--~(.,\ Li;q ~04 >a~ Pi ~l ~04. ,14 *(,s.s:s"J 1'. in N :a~ .4 7 45.* l;l $7 li N 14 :.?954'-i
- 1ai E $2 54 .o. :ns4~ w
*:1* * -~011.~:ergence - 1 4 .:2. j ** .3 8 s'c".a1e. :Factor
,*,k, ,,,,,. ** , ~,.* ,-,,*' , , 0 --~.99,97~3Q
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Olvl~lon 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record
- ,;iii~~!t~illi
~f~~~.1,IJ~Ef!:~ 1
- 5. WELL DEPTH (Co"1plo1ed) D ate Started: '3 Distance And Direction from Road Intersections 1-====3==0==*=?=====-f...:t:...._ _ _ CateComi,leted: /2.., - OZ.- 'J..,J_ ___
- 6. 0 Mud Rotary 0 Jetted ~Boren O Dug 0 Air Rotary 0 Dr iven 0 Cable too l 0 Otho, Street address & City of Well Location 7. USE :
Sketch Map : (See example on back) Ooomest ic 0 Public Supply-Permit No. _ _ _ _ __ 0 lnduslry 0 Irrigation 0 Ai, Conditioning Oco mmc rc1a l 0 Test Well ~ oN:+orf.v 8.CAStNG , l?9. Threaded 0 Welded 1
~ ~~
Diam. _ _£.- _ _ __ He,ghr: ~ Type gJ PVC QG alvan ized Surf ace 2', .S ft. Os1eel Oother Weight _ __ _ _ _ lbLNL
~ , n. to /(./i1;. depth Dr ive Shoo? 0 Yes @No in . to ft. depth
- 2. CUTTING SAMPLES (gl YesO No
- 9. SCREEN:
z" Type~,--4-e-'----C.Y.L..._C__,_. _ _ __ Diam.. --..cc..--~,~----- Geophysical Logs Slot/Gauze O IO Length /0,0 Set Between /', S , ft. and 2 <, ,:,.. '_ tt. NOTE:*MULTIPLE SCREENS _ _ _ _ _ fr. and _ _ _ __ ft. USE SECOND SHEET Sieve Analysis O Yes (Please enclose) ~No
- 10. STATIC WATER LEVEL
- Se<:.. 19, 3 ' ft . be l ow land surface after 24 hours f------ -- - - - - - - - - - - -- -- - - - -- - - - - - - -
- 11. PUMPING LEVEL Below Land Surface
--~N~f~>t~-
I ft. after Jl/Jl.....hrs. µumping-11./..Jt..__ G.P . M. Pol Pumping Test: 0 Yes (P lease enclose) [2No Yield J 12. WATER QUALITY Chemical Analysis Bacterial Analysis QYesl8]No Please Enclose Lab Results.
- 13. ARTIFICIAL FILTER (Gravel Pack) 00Yos QNo Installed from /f:, S ft. to .,30,?
1 ft. Eftoctivo size
- 0 It uniformity coefficient ~ ' - - - - -
- 14. WELL GROUTEOI ~Yes No Neat Cement~ Sand Comcnt 0 Concrece O Othor O ______
Depth From 0, 0 1 ft . to //,5", ft .
- 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:~F*~t J}//1- ,..PJ;*ction 1------<..:.,,C....,-'-----Type Well disinfected O Yes Type Al/It 1 - - -- - - - - - - - -- - - - - - - - - - - - - + - - -- -- I upon completion (Bl_ No Amounr....N/IJ..
- 16. PUMP: Data Installed _ _ _ _........ocr.,,*....,__ _ _ _ not installed~
Mfr . name N,/lf- .model no. "'~'-'~'--IJ-=-- ---- H .P . 11/h: vo1ts-4'!-1ength of drop pipelljll::*t . capacity ~ g p r r TYPE: 0Submcr<ible O Jot ($hallow) 0 Turbine Jet (deep)
- tndicate wate, bearing zones
.._,-:,. -:,_~-~,.. ..,~_,,...,,.rr.,'..,.....
(use a 2fld i'i~~ ...if needed) .... . ,.
* :...t *,:"* ~""-\! "(\';._,, :~:x>s: ,;i0:~e,t,nl;ttfftt'.tr;:r"i ,1::.,l;; Sign COPY 1 MAIL TO: S.C. DEPARTMENT OF HEALTH ANO ENVIRONMENTAL CONTROL (ADDRESS ABOVE)
I PAGE 1 Or 1 DUKE POWER COMPANY
*PROJECT Oconee Nuclear Station SOIL TEST BORING FIELD REPORT BORING NO. MW-RPO! STARTING TIME n/a JOB NO. 7320lANDflLL GROUND SURFACE ELEV. 783.96 JOB NAME MW Installation MSR Tube Bundle HRS. DRILLING n/a HRS. MOVING DATE 12-03-93 WEATHER sunn~mild INSPECTOR/DIULLER CA Medlin, J H Barker SAMPLING UD 1sr6" 2ND6' 3RD6* 0 SOIL CLASSIFICATION AND REMARKS 1 1.2' 5 9 11 5 Strong brown mlcaceous silty fine to medium sand 5.7' 2 9.2' 5 7 10 10_ Reddish brown micaceous silty fine sand 10.7' 3 14.2' 3 4 4 15_ Light brown very micaceous fine sandy silt 15.7'
- 4 19.2' 20.7 3 2 7 20 Rusty brown very micaceous fine sandy silt 5 24.2' 2 3 4 25_ Strong bro,vn very micaceous silty fine sand 25.7' 6 29.2' 8 13 14 Light gray micacaous silty fine sand 30.7'
-30 Boring terminated @ 29.2' 35_
40 BORING TERMINATED 29.2' METHOD OF ADVANCING BORING DEPTI-1 BORING REFUSAL o/a POWERAUGER . 0.0' TO29.2' WATERTOB 19.6' 12-01-93 HAND CHOP: W/MUD: W:/WA TER TO WATER 24 HR: DEPTH 19.3' 12- 02-93 ROTARY DRILL: W/MUD TO WATERWSS n/a DIAMOND CORE TO CASING SIZE o/a
MONITORING WELL INSTALLATION RECORD
- JOB NAME: OCONEE NUCLEAR STATION
,----,<---TOP OF PROTECTIVE CASING
<-- -TOP OF WELL
~ - --PROTECTIVE CASING
< ---,GROUT
<---WELL CASING DEPTH OF GROUT ---> <---TOP OF SEAL @ -~/i. . .:. . :/,_ 6.;_-_
i _, I llf:,:; /~,!.,- ~ ! DEPTH OF SAND - -- > <-- -BOTTOM OF SEAL@ I t ~.5"
- ~~
t::.
<- - -DEPTH OF SCREEN !
.,.,., - *;,_.r,
- ,*,*.: : - < 1--- --SCREEN
- t - I < - -- GRAVEL PACK
- - ~~}
- ~:
- ~:
= ,
t: < ---DEPTH OF SCREEN __Z._'7_._§__ 3 °I') I DEPTH OF SAND ::: : _: : :~_:\.::.:. .I <---DEPTH OF HOLE
- - - > .....::::_:::::::_:: 3 6.? I DATE INSTALLED /Z -tJ z - ~3" WELL NUMBER M w- isro ,
C. A. MEDLIN INSPECTOR:----------
Engineer Top6graphic La bora tories Star Chamber Expedition 12/9/1993 A11 i n p u t v a l u*e s . are NA D 2 7 , stat e p l an e zone 3 9 0 1 ( F EE T )
- All output v~lues are ~AD 27, geographic coordinates.
STATION INPUT (transformed to) OUTPUT JviW-.RP0i ELEV. 783.96 659i49.010 N 3.4 4 7 4 s
- 1 g a5 3
- rJ 143130i.790 E 82 53 39.34220 W Convergence -i 4 9.50
- Seale Factor 0.9989734 'i Engineer Topographic Laboratories Star Chamber Expedition 12/9/1993 All input
- val0es are NAD 27, state plane zone 3901 (FEET).
- All output values are NAD 27, geogra~hic coordinates.
STATION INPUT (t ransformed to) OUTPUT MW -RP02 ELEV. 771.51 658806.450 N 31+ 47 44;86904 N
'i/.i-3 i6i8.140 E 82 53 35.47307 W Convergence -i 4 7.32 Scale Factor 0.98997329 Engineer Topographic Laboratories Star Chamber Expedition 12;'9/1993 ---- --- ----~------------------------ -- -------~------------------
Ali inout values *are NAD 27, s*tate plane ;~one 390i (FEET ). All output values are NAD 27, geographic coordinates. iNPUT {transformed to) OUTPUT MW-RP03 ELEV. 770.90 6588i0.260 N 34 47 44.9223i N i43i:02.680 E 82 53 34.46044 "' Convergenc:,2 - ; 4 6.75 Sea 1 e Factor- 0.99997330 U.S. />.r*my En *3 ineer* Topogr3ph ic Labs, *.::.s,RPSC()i'~ v-:.1! Page_ *: of 1
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Division 2600 Bull Street -Columbia, S.C. 29201 (803) 734-5331 Water Well Record Distan ce And Direction horn Ro ad lnte t scctions 1 l--===3===7='=/=== ====-ft.:.._._ _ _.:.._D:.*a:..:t:.:.e..:C:..:o~m.::p:.:.leted: /1-e?_,l_-gJ ___ _
- 6. 0 Mud Rotary O Jetted @sorer! 0 Dug 0 Air Rotary O Driv en 0 Cah le tool 0 Other Street address & City of Well Loca t:on 7. USE :
Sketch Map: (See examp le on bacl"--'/'--"O,__ _ Length _~- __.,______~ t:l~,_o 1 Set Betwee n Z'f, 4: It. and .Jlf:, 'f-, _ft. NOTE: *MULTIPLE SCREENS _ _ _ _ _ ft. and _ _ _ _ _ ft . USE SECOND SHEET Sieve Analysis O Yes ( Pl ease enclose)
- 10. STATIC WATER LEVEL n,LL-'
_ _z._,Ice_.;.'
- - ft. below land surface after 24 hours
- 11. PUMPING LEVEL Below Land Surfac" AI/Jl:.hrs.
Pumping Test : 0 Yes (Please enclose) Yield tJ/4
- 12. WATER Q U ALITY Chemical Analysis OYes0.No Bacterial Analysis QYes'No Please Enclose Lab Results.
- 13. ARTIFIC I ALFILTER(GravelPac k ) 0Yes QNo Installed from CC IF~
----*~r ___ ft. to - --~*~ 3?.// _ _ _ ft.
Effective size ,DI/ uniform jty coeff icient 2. .(o 14 . WELL GROUTEO? (2lYesO No Neat Cement~ Sand Cemen*t Q Concreto O Other Q Depth From C>.0 ~ ft. to ....L.1:.!t_:_ ft.
- 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION: N/11- Fee,~/.)~'--:--,*
1---~-~~----- Type Well dislnfecled O Yes Tvpo _ ..L>!.:pCL..--~ upo n completion ~ No 16 . PUMP : Date Installed -----'-'::...L-'-'-------"ot Installed f8J Mfr . name A/ /ft: model no. _ _ N-'/_l/-
~-- -----1 H . P. At/If volts...Milt_length of drop pip& .!:!/_H1 t. capacity .l:d...ltf:_gpm TYPE : QSubmersible Q Jet (shallow! 0 Turbine 0 Reciprocating 0 Centrifugat
- Indicate water bearing zone,
MONITORING WELL INSTALLATION RECORD
- JOB NAME: OCONEE NUCLEAR STATION
---- <- - -TOP OF PROTECTIVE CASING
<.- - -TOP. OF WELL I - - -PROTECTIVE CASING
< - --'GROUT
<-- -WELL CASING
- DEPTH OF GROUT ---> <- --TOP OF SEAL @- -=-1-~'-*-=-'f-_'-
I m~
~
22 *'t ' DEPTH OP SAND 7~
~
=
= <- - -DEPTH OF SCREEN
...-. '<i-----SCREEN I~ - ~~~
I~ - ~I
- ( - t <.-- -GRAVEL PACK
- - =:~: :
!::::::I~ - - ::::::I~
- ~i: ,t 3 ¥,fl-,
..., < ---DEPTH OF SCREEN - ...c.---------
I : -:*:.-: :::.-:::.-::: I 3 ?.. I " 37,I DEPTH OF SAND - - - > :*:*:*:-:*:*:*~~~:-~~:-:".".'":* <---DEPTH OF HOLE
- DATE INSTALLEDi---/_/_-_z..;a.
C. A. MEDLIN INSPECTOR:---------- 3_ _ 3 _-_,_ WELL HUMBER,-!....:.M~W:,,.._-_;_R..::..;_?....;:o~z=---
I PAGE 1 OF 1 DUKE POWER COMPANY PROJECT Oconee Nuclear Station SOIL TEST BORING FIELD REPORT BORING NO. MW-RP02 STARTING TIMB n/a JOB NO. 7320I.ANDFILL GROUND SURFACB ELEV. 77151 JOB NAME MW Installation MSR Tube Bundle HRS. DRILUNG n/a HRS. MOVING n/a DATE 11-22-93 WEATHER sunnrtmild INSPECTOR/DRILl.BR CA Medlin, J H Barker SAMPLING UD 1ST6" 2ND6' JRD6 0 SOIL CLASSIFICATION AND REMARKS 1 4.8' 3 4 8 _5 Reddish orange rnicaceous silty fine sand 6.3' 2 9.8' 4 9 5 10 Pinkish brown micaceous silty fine sand 11.3' 3 14.8' 4 7 4 _15_ Light brown micaceous silty fine to medium sand 16.3'
- 4 19.8' 21.3' 3 2 7 Orangish brcmn micaceous fine sandy silt 5 24.8' 4 3 5 _25_ Brcmn micaceous silty tine to medium sand 26.3' Bro.vn micaceous siftyfine to medium sand - sample damp 6 29.8' 31.3' 2 2 3
-30 static Water level 27.4
- 7 34.8' 4 6 11 _35_ Grayish brown very mlcaceous silty fine medium sand 36.3' Boring terminated @ 37.1' 40 BORING TERMINATED 37.1' METHOD OF ADVANCING BORING DEPTH BORING REFUSAL n/a POWER AUGER 0.0' TO37.l' WATERTOB 27.4' 11-22-93 HAND CHOP: W/MUD: W:(WATER TO WATER 24 HR: DEPTH 27.4' 11-23-93 ROTARY DRILL: W/MUD TO WATERLOSS o/a DIAMOND CORE TO CASING SIZE n/a
Engineer Top6graphic Laboratories Star Chamber Expedition 12/9/1993 All input values . are NAO 27, state plane zone 3901 (FEET). All output v~lues are NAO 27, geographic coordinat e s. STATI ON INPUT (transform e d t o) OUTPUT M\'i-:RP0i ELEV . 783.96 659149.010 N 34 . 47 48.19853N 1431301.790 E 82 53 39.34220 W Convergence -1 4 9.50 Scale Factor 0 . 99997341 Engineer Topographic Laboratories Star Chamber Expedition 12/9/1993 All input valJes are . NAO 27, state plan e zone 3901 (FEET).
- All output values are NAD 27, geogra~hic coordinates.
STATION INPUT (transformed to) OUTPUT MW-RP02 ELEV. 771.51 658806. 450 r~ 34 47 44.86904 N 143i6 i 8.i40 E 82 53 35.47307 W Convergence -i 4 7.32
~:ca l e Factor 0.99 9 973 2 9 Enginee r Topographic La boratori es Star Chamber Expedition i2 /9/1993 A1l inou t values *are NAD 2 7 , s*ta t e p1an e zone 390 1 (FEET) .
All ouiput values are NAD 27, geographic c oo rd inates. STAT IO N INPUT (t ransformed to) OUTPUT MW -R P03 ELEV. 770 . 90 65 8 8 i 0.2GO N 34 47 44.92 2 31 N 143i702.6 8 0 E 82 53 34.46044 W Conver* gence - *i 4 G.75 Scale Factor - 0 . 99997330
SOUTH CAROLINA DEPARTMENT OF HEALTH AND ENVIRONMENTAL CONTROL Ground Water Protection Ohllalon 2600 Bull Street Columbia, S.C. 29201 (803) 734-5331 Water Well Record
- !~5~+ti~!i1!5
;: ,~:~\~~iitl~lilfl!
><:Telephone:No:~,,*,.:i~*: "Or *~-,'97?-f'-.$"Jflif"7,"§.
5 . WE LL DEPTH (CompletecJ) Date Scatted: Distance And Di,ection from Road lnteriect ions 37,I , C-:0 1-========== ===,.:.f.::t*____ cate Completed: 11-.J (} *,__,,.._ __
- 6. D Mud Rotar y D Jetted m Borer! Dug N./ A. 0 A ir Rotary 0 Dr i\, en Qcable tool Qo,her S t reet address & City of Well Loc a tion 7. U SE:
Sketch Map: (See ex ampl e on back) 0 Do rne stic 0 Public Supply -Permit No . _ _ __ __ 0 tn cfustrv 0 I rrigation 0 Air Condition i ng Ocommc, c1 .111 0 Test Well Id) 8 . CASING , ~ ThreacJ ed O Welded N/A Diam . _ __,,Zo::...._"_"' _ _ He ight: ~ Type 00PVC QGalvanir.ed Surface ? *S
- ft.
Weight lbs.If t. Ostee l 00ther M . _ i n. to '2..'7.0 ~t. depth Driae Shoe? Yes i(J Na _ __ _ in. to _ _ ft . depth
~
9 . SCREEN : 2 . CUTTING SAMPLES YesO No Typ e :'-_ _::?..t...1..:.. lf.,,_(c...c,,___ _ _ Dia G e ophysica l Logs Slot/Gauze ,()/0 Leng th /0, C " Set Between Z'7,()' ft. and ,37,(),. ft.-NOTE: *MULTIPLESCREENS _ _ _ __ ft. and _ __ _ _ tt. USE SECOND SHEET S ieve Analysis Q Yes (Please enclose) ~No
- 10. STATIC WATER LEVEL I
3 I *D ft. below land surface after 24 1,ours 11 . PUMPING LEVEL Below Land Surface
--~,Jc.,/wA:c...L..__ ft . a lter .AJ/.l}_hrs. pumping_~l,/.=~s-A:~- G.P .M.
MW-Rf'o3 Pump ing Test : 0 Yes (Please enclose) Yield rv/A:
- 12. WATER QUALITY Ch emical Anatysis 0Yes@No Bacteri al Analysis 0Yes0No Please Enc lose l.ab Aesu Its.
13.ARTI F ICIALFIL TE R(G ravel Pack ) R) Yes No Installed from 2.41o' ft.to 3?,/ ft . Effective i;ze , Q I l uniformi t y coefficient --~2~*""=- - -
- 14. WELL GROUTED? ffive,[J NO Noat Cement @y_ Sand Cement 0 Concteta O Othet O ______
Deoth From O * () ' ft. to Z /, 0' ft.
- 15. NEAREST SOURCE OF POSSIBLE CONTAMINATION:..d1LF .. ,Jj/?-~r.91roctloo 1----_..r:!!.l.n:.:___ __ _ Type Well disinfected O Yes Type _$ff 1---- - - - -- - -- - - - - - - - - + - - - - + - - - - -1 upon completion !Ml No 1----- - - -- - - - -- - - - - - - --~:::.::.::.___:A::m =:o::u:::n.:t::;::;:;:.::====
- 16. PUMP : Date Installed - ----'~Ul~- - - -not install~d ~
Mfr. name ~ /H- .model no. ,A//~ H .P . 111/k u o l t s ~ e n g t h of drop pipe#-*** capacity t!/11::_gp rr TYP E: QSubmersible O Jet (shallow! 0 Turbine 0 Jet (deep) 0 CentrlfuR41
- Indicate water bearing tones -!1,1~EH\veu:;;
;~ :*~ '1a'
- t ~-~-~*.':. ._~_:~---=..;;...;;..~
NAME .
MONITORING WELL INSTALLATION RECORD
- JOB NAME: OCONEE NUCLEAR STATION
,,_,___,<---TOP OF PROTECTIVE CASING
<.---TOP OF WELL I ---PROTECTIVE CASING
< ---GROUT
<*---WELL CASING f' I' z t .tJ DEPTH OF GROUT ---> <---TOP OP SEAL @ _ _Z_l_,_o__
I I I I
~ ~
z~ t) DEPTH OF SAND - - - > :.~:. ! <---BOTTOM OF SEAL @ ..........,Z....a1/-_,_o_'_ _
~:: : : :~ Z?, o,.
- -: :::::: <.---DEPTH OF SCREEN
- ~
- - ?:~
- - ~
- ~:
- - ?:~
- {
- *;;: 1----SCREEN 2 - t<*-----'GRAVEL PACK
- ~~~
- }
-~ :\~
- ~
- ;
- ~::: - :*-*:~~*
@i ;i ---DEPTH OF SCREEN __.3__,_7---',0'--'-
3 ?, I I : : : .:.:.:.:.:.: .:.:.: .:.:.:.: l
- - - > ........... ...... <---DEPTH OF HOLE 37,I,,
DEPTH OF SAND
- DATE INSTALLED,.___,/t<....£1/,_..__,.3::;...;;;_l)_M..L.Z._.,.,>::;,.___
C. Ao MEDLIN INSPECTOR:---------- WELL fflJMBER M W - R Po 3
I PAGE 1 Ur 1 DUKE POWER COMPANY PROJECT Oconee Nuclear Station SOIL TEST BORING flElD REPORT BORING NO. MW-RP03 STARTING TIME o/a JOB NO. 7320r.ANDFILL GROUND SURFACE ELEV. 770.90 JOB NAME MW Installation MSR Tube Bundle HRS. DRILLlNG o/a HRS. MOVING o/a DATE 11-29-93 WEATHER sunn~mild INSPECTOR/DRILLER CA Medlin, J H Barker SAMPLING UD
!ST6" 2ND6* 3RD6" 0 SOIL CLASSIFICATION AND REMARKS 1 4.0' 5 6 9 5 Brown micaceous silty fine to medium sand 5.5'
\
2 9.0' 5 6 6 _10_ Brown very micaceous fine sandy silt 10.5' 3 14.0' 17 17 14 _15_ White gray micaceous silty fine to medium sand 15.5'
- 4 19.0' 20.5' 6 4 5 _20 Br01111nish gray mlcaceous silty fine to medium sand 5 24.0' 6 7 8 25_ Brown gray micaceous silty fine to medium sand 25.5' 6 29.0' 3 4 7 30 Brownish gray micaceous silty fine sand 30.5' 7 34.0' 2 4 7 35 Brownish gray rnicaceous silty fine to medium sand 35.5' Auger refusal @ 37 .1 '
40_ BORING TERMINATED 37.l' METHOD OF ADVANCING BORING DEPTI-1 BORING REFUSAL 37.1' POWERAUGER 0.0' T037.1' WATERTOB 31.3' 11-29-93 IM.ND CHOP: W/MUD: W:/WA TER TO WATER 24 HR: DEPTH 27.4' 11-3-0-93 ROTARY DRILL: W/MUD TO WATER LOSS n/a DIAMOND CORE TO CASING SIZE Pia
- All All Engineer To~cigraphic Laboratories Star Chamber Expedition input values.are NAO 27, state p1ane zone 390*1 (FEET).
output v~lues are ~AD 27, geographic coordinates. 12/9/1993 STATION INPUT (transformed to) OUTPUT MW~RPOi ELEV. 783,96 659i49,0i0 N 34. 4_7 48. 19853* N 1431301.790 E 82 53 39.34220 W Convergence -1 4 9.50 Scale Factor 0,99997341 Engineer Topographic Laboratories
. Star Chamber Expedition i2;'9/i993 ---- ------------- *------------------------~-------------------
A 1 l i n p u t
- v a 1 Lies_ are . NA D 2 7 , state p 1 an e zone 3 9 0 1 ( F EE T) *
- All output values are NAO 27, geogra~hic coordinates, INPUT (transformed to) OUTPUT MW-RP02 ELEV. 771,51 658808.450 N 34 47 44~8_6904 N 14316'i8."14.0 E 82 53 35.47307 W Convergence -1 4 7.32 Scale Factor 0.99997328 Engineer Topographic Laboratories Star Chamber Expedition 12/9/1993 All inout values *are NAD 27, s*tate plane zone 390i (FEET),
All ouiput values are NAO 27 1 geographic coordinates. INPUT (transformed to) OUTPUT MW-RP03 ELEV. 770.90 658810.280 i'-~ 34 47 44.92231 N i 4 3 'i : 0 2
- 6 8 0 E 82 53 34.46044 W Con ve-r*9e ncB -*ii+ G.75 Scale F-::tci:or- o.98887330
- IJ.S, Ar*my En*3ineer Topo,3r3phic Labs, CORPSCON V2, 1, Page_ *i of. *r
t .[r OE.SCfUPT!ON CORE BIT
- tl£V, ~EMARl
tJS FINE . . MEDtUM . '
BANDY SILT'* . [ ~nd isturged *Salllpi¢
- 4. 0. t.o 5,0 feet:
r ;
. W4.i ~ N*
"'* ?b
.[
r 7.7.g~ ~ N= 2q [ 18.0 VERY .S'I'J;Ff TO HAJ:<D .ORAY. BllO~~ r
*l>UCACE:OUS FINE TO ill:PIUM* 774.l-
'SA~DY s IL T . ' k= 28
.[:[ ;
--769.1
.............. ,... l{ := 38 28.0 .
[ VERY DENSE GRAY BROWN .'$LACK frrtAcEbus SILTY FINE; .TO COARSE 764.1
~--- ~-~ i-:N r= 50 SAND
- [ 3~.o VF:R,Y DEZ'1SE YELLOW.BROW!'{
~CJ\:CEOUS SILT'1 FINE TO COARSE t SA.ND 75: , ..9. i
~ ~ ... .., 1'f 65 L
40.0 75{t, l L LI Light .HD Ha.rd t>K -Dark B-l Biotite L Gr BI< Gray Black
}ld
.CRAN Rornblende Granite Page 1 of 2
~D Moderately GN Gneiss l MED ~dium CO:RE S*ORING RECORD BORING No._BA -l.
. End of Boring JOB NO. _(2_H_!5'_§_5 N
~- bjs ~ ,ore,r TAQLE LAW ENG!NEERING TESTIN'G CO,
r OEPTH H. D£SORIPTIOM CORE lllT . ELE II,
%, s1zq 54, l r 40.0 SOFT GRAY AND BROHN GRANITE
- r GNEISS 75%
1-44,.*~ 749, 1 i*t>D l!D LI rJ'f GN r 45.6 93% 45.8 $.QFI DK J.tLiiE.QRN JU J:lQ..J~.N MOD I.I GY GRAN GN . ' 28° Foliation Plane 46.0 NX at 45.1 *Feet M)D HD Dk GY BrWWN BI HO GN 47,3 [ 48.2 SOFT LI GY BROWN GRAN GN . 48.5 ~ DK GY Bl\OWt Bl HO GN SOFT ANIS-110D HD P'.LTERNATI.NG lltlLl [ *52. 7 r Avrn:::: T r .,GY_o..BE.Qllli ,.GB..W. GN 53 .6 _liAfill LI G'.LQ1JAR1'Z _SEAM ':' iID LI GY GRA.N GN Vertical Jdint: at [ . 739, l
-- 50 Feet
.100:
[ 58.5 RD DK GY BI HO GN 58.8 t,y GRAN G~. - 73l, .1
.60,9 Jfil"'It l
[ 61.l 1-µ) D~ en HD Ll GY GRA.N GN BJ; HO GN
!3X
[ 5.3.4
.Jm.JllLfil::...li L.HQ__QJ:J
- r 64.1 HD LI GY GRA.1'1 GN \.i'ITH INCLUSION: 729,l 66,2 OF MOD 67.4 -.....:-.-.
HORNBLEh'DE HD DK
. ~.,_. ,_,;,
GY BK BI HO GN CONCENTRATIONS . 10Ct{. 67.9 _liJ:LLLG,Y ~_CJI [ 68;2 HD DK G'i BI HO GN RD Ll cy GRAN CN 724. l 70,i **--- 70,3 ... - . -~--- .
.HD DK GY BI RO
--- GN
[ 1ID LI GY CRAN GN WITH THIN 73.8 JlO .GN SEAMS ( CORING TERMINATED 719.1 L L *~n,,__.._.._,. Not to Scale l Page 2 of 2 l CORE BORING RECORD BORING NO -~-,:..J:. JOB NO CH 10.o.5.. lL bjo LAW EN(::i,,, 1 ..i "'IG TESTING cp.
r Dl!PTH n. Di SC FUPTION CORE BIT EU:\I, SIZE 8l.;?_,,,;,;:5_ _ _ _ _ _ _ _ _ _.....,....~ r 0
- rr BROWN MICACEOUS 8/ili"DY SILT 3.8 M)D HD LI C1'i '.BROWN GRAN 'GN 4.9 . ~*-
VERY SOFT GRAN .GN Af{D BROWN SANDY SILT 36% r 10.5 s [ MOD llD Ll GY BROWN GRAN GN WI TR SO IL SEA.MS 86% [ -*-
?97,5 r 18,,8 VERY SOFT LI GY GRAN GN WITI1 1
[ THIN LAY!IBS OF ?>!OD HD GRAN CN 5(1'!. [ NX
- r
[ *- I. 7_, 82.5 __ ( 'lirl. [ 7. t 38,8 HD .LI GY GRAN (;N 7 l IF,. t;<<J 40.0 1,~ Light l:tD Hard DK Dark BI Biotit:e L GV. BK
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Gray Black Moderately HO GAAN Hornblende Granite Pagel of 2 GN Gneiss L *IED Medium CORE BORING RECORD 2 NA- ~_ BORING NO. _____ JOB NO. __£!Ll065 N bj~ LAW ENGINEERING TESTING CO.
[ DEPTH Of:SCRiPTIOlll CORE BIT ELEV. FIEMAF'O
HD.LI ID) D'K C'l BI HO GN
...,_..,-~,.,---~-~,~*"'* ~-.,*-~""*"
GY GRAN GN [ !, Om 63.2 [ HD DI(..GY..J}K._.....:al.JlQ..r.N
- r 63,5 65.1 RD Lt. GY GR.-\~ GN ,?
HD DK GY BK B:('. HO GN ,- 68.2 [ HD LI CY GRAN GN pOCf/,
? 42,5 l 72.8 CORif/G TER.M1NATED
[ } l L ,. Page 2 of 2 L l CORE BORING RECORD AA-2 . BORING NO. ______ JOB NO. __9H 1065 N End of Boring bJs ~ WArEfi TABLE LAW ENGtNEER1NG TESTING CO.
[ 0£SCRIPTIO"l CORE BIT !::LEI/, 0 _,.._____________.;.,__,..___,.._...,A!t.,.lr* "lo SIZE _ __,_ _ _ _ _ _ _ _ r
~
- r B~OWN t{ICACEOUS SANDY S1LT 739.]
'N"" 25 r Undisturbed Sample 5.5 b 6,5 Feet r N ~ 99
[ r [ 724
- 7
- Refusal
(
- 22. 0 22,
}OD y.DDK GY BK ~I . HO GN._ __
- **----,---+-'-,--
[ 9
- r I-ID ]..I 0' GRAN GN
*- 85 %
NX 714~1- [ ( 37.1 1----------------i100 %BX 38.0 ~1'j)DJlD DK JJLBK J31. BQ.Jiii _
- 40. 0* ,-.H.;;,;;D..=L.;;.I..;G;.;Y:....;::G;;.:RAN;.;:::.:.;._:G:.:.N:...---,-----~-_,___,704 _____ *c7. . : _ 1 - - - - - - - - . . . . . . : . . ~ - - "
[ L! - Light BI
- Bioti te DK - Da~k llO - Hornblende GY - Gray l....BK h .Black MOD* ~ioderately GRAN - Granite GN - Gneiss Page 1 of 2 L 1
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- rr 100\x 42.0 CORING, TERH:C NA TED
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....-~-----~-*',-.'*'.......,.....,...__..,;....__.,....,..,,...,..,.._;;-.,,.....-:8.JJl.,..!:1/4,;..;....;._ _ _-...;_ _ _ _~ _ ,
. VERY.*.Sl'I'FF _Yttl.L~W Bf\Ol{N .
r*
- r
*. *MI CACEOUS FINE 'IO MEPIUM
- SANl:>Y SitT. ,,. *. . . .
f t f . *a *
- r
- 795 *4 f32 Join~ a.t .12,!! Feet
- 81 9 Joi.nt at i*~_.Zi-'eet 2 54° Joint e,t NX ... -....,,.: ..
6Cf4' .. [
*r** .. 2r.1 21,7 .r
- .r '26,5
- 26. ; .
. {
l 34:i
'10.0 ,%
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. JJ:~, .{ijWL:.Gli._;,,-~..,..--,'-'--.,.......,;,
l 34,.4
.36.**6'
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,,', : .c *" ,. * " *. ' ' : 230' FoJ.,iatiori P!aoe ft 36 feet IID. LI CIT. GRAN GN
- l. 39. '.j --'-,-----.,.....;..-,....,..,.---,-,.......---~,-iioo t 46.o *L..J.l~~._.~~w..UL...,u,i.1.~....~...._,.,~-------..,.Tl.:,;.;.c:oj.!z3-:J,**,.,..;....__,.,___,,....,...........,._ _ ____,,............,.-i l tr Light RD liar.cl 31.0 Feet
.Pipe .l~ft or in 2r1 Pla.st*ic hole. *
*nt** Da:rk Bl Bfotite L GY i-ik Gr~y Bie.ck l;lb GRAN H6rnb1end.~
dra:oHe J.I:i }ioderat:ely GN Gneiss.' CORE -BORING REC.ORD l *i>llm Medium
. *NO._,
BO.RING *:. NA 4 JP~ NO. CH 106~ Ji
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- ( 4:7,6 ...
46,1
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JOO% r ~fi'.8* HD DK GY $,ji_.HQ_IDL ______--' 5.1~3
.[ ss.o* -~ ~-~:-GN...:..*_*
HD 'DK GY BK 'B.l .RO .. m!
-,.;-----Z----'--1 58.2 58.'.i - _- HD, ,-;,. ~..QB&L.:filt_______* ._*. . . . . 100 %
[ ::s*s,. *s. im . DK (N BKjtl..;JMw,l"\*,._~m .. ..:;.:;.._;_...;_,.,.....::;_,...;i L1-J1 59.3 .* Hn .1*! GY,~ ~.**-*c~---*-------'-.:...:.1
$9 .1 .JlD* .. aKBI*!10~N1~..,;._____,.~_,,..---+-'-,-'--,-l I an L_r .GY *GRAN oN
- 1 ci"o %
- r *.*.
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. 95o/~ .
,745 .4~
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' ~
.UD BRoWN***MICAcEO*us TO. t41mIUM
. ' .. . . SAND r
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.[
[ ,3~:1~
- r-r
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2~;0 1-~--,--'-'~...,...,,.,..,...-.,.,... _ _ _-__,,- ~6~
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- 30,l 1,riD H:D. 1:r-c:N AND. nl< ay Bt *i
- ~p HD lt c;y'1iRAN.:§N " ' . . ., ., . .,._ .,..,,..."""1 i'll,*2
- t 3.1 i5 j_i!;>D.apj;ilLb.3/4;,.,,,,.QN__
.l,1,JD :tm Lt GY GRAN *GN
. ----~~ ,
l ' 38.*8
,J9.0 39.S r ti 4.D.b Lignt $ Hard L ~t :park Bt }?ioti4e GY Gray HD Hornblende Page I -:of 2
~ Black G~ Granite t _..)l) iMED
- Moderately 11e41urn GN c;n~;ss 06RE BORING BORIN.Q
. NO RECORb NA '--5 Ci{1U5'r'!f;,-
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f DEftTH f'T, DESC~IPTIOH COR.f BIT Q.lo SIZ(; ELEV. R.EMARl<S r 40,O 762 40 . .7 **wn*w- nit GY_BK ~r HO GN
- r
}ID .LI GY :GRAN GN r I 44.5 44.8 *J-fOD HD.DK.. nY~lH< nt.!jO' GN HD LI .GY .GR.AN GN '.
-~
'7";*7, 4~.8 86o/.
~DP HD DK di Bl( Bl 00 GN 47.8 .
~
Hi) LI GY '?RAN GN [ 1--.,., 752. -- [ 51. 8 52.5 ~tip IID;.J1K GY BK B:! HO GN 987' l\X HD I..I ~ qRAN GN [ ,.74.7 .. : 5.7,3 [ 58,2 HD Hl) I>K c;y* Bl: LI HO G'i"d&AN GN.
'GN 58; 8 r 58.9 6L~
HD*DK... GY BI.Ho' GN
}{D LI GY _GRAN GN 1W DK .0; BK BI HO GN
'Ju?
6~.2 .(( *lQO~
;4,2 " . Li..Gx" r.R:At-J
µ:I.ll:.._ . nN ' . .
6"4.4 .HD mt GY RR ~'r _Hri....GR._, 7~'--: HD LI GY GRAN GN 9 9o/o 67 ,l 68,1 HD DK GY .Bi HQ GN [ 68.9 :rio i~ GY GRAN.GN
.HD DK GY Bl HO.GN BX ~-- 732 6 9. 3 .....
HD .1.1 GY GRAN GN t 71.9
*GQttr.NG TltRMlNATED l 7-21
'----------,----------,.--,--..,__~----~---;.,.J-_- - - - - - - - - - , - - - 1 CORE BORING RE.CORD
- bjs BORING NO,_NA:_~_
JOB NO. _fH 1065. N_* LAW ENf;,fNEERIN$ T~STING CO.
D£rTH 01!'.SC Rf PTIO~ co/-ie SiT ELEV. REMARKS
- n. 0 0 /o $1l£ll2_,Q--r------------.-----,
Bag Sample O - 6 Feet
~ED MICACEOUS -CJ,.AYEY $1L'.IY SAND oo.o Urrlisturbed Sample r MOD HD LI .. MED CY GRAN GN 5.0 - 5.5 Feet
[ 765, 0 [ 98 b 67° Joint at 15.0 Feet [ 060.0
--- Lost water - 15.6 Feet
[ r--- 755.0
- 20. 9 t - - - - - - - - - - - - - - - - ,
- 21. 2 r1:>D HD Dl~ - GY .. -BK BI. HO-GN HJD HD LI GY GRAN GN NX 98%, Z.50 *..0. 76° Joint at 24.5 Feet
[ 7il.Jl. HD LI GY GRAN GN [ 33
.o HD MED - DK GY BI-HO GN
[ 34, 6 HD LI GY GRAN GN 35,5r:---'------------* - - - - - - - - *
- 36. l IID -~:r*rE QUARTZ_J:'EG~ll\._T=I~T~E_ _- t L HD LI GR GRAN GN 38.4,---,--------------
348 **5 HD. MED .GY BI HO G.N _ _ _ ____, lOC %
-D '( HD T. T r,y r.i~ A1\' 735 *-=.o...i.-_ _ _ _ _ _ _ _ __ ,
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~ W-'.TER r Alll E LAW ENGINEERING TESTING CO,
.r 'D!EltTH Df_$CRIPT:I.ON CORE err ELEV. RU.tARlZil----------i *lW *li!El> GY BI HO .GN .. _,..._,-**.,-_-. -----1 . NX
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.5l .S 1-iD .MED DK ;GY BI HG .GN
( CORING TERMINATED [ [ .(( [ l ( L L *1 0 F B'I HO .GN A:.".* GRAN GN L Page 2 of 2 t CORE BORING R_ECORD*
- SORING No NA-6 JOB N9, CH-1065 N bjs LAW ENGINEERING TESTING CO.
r OfSCAIPTION corn: e1'r ELE v. Rf:M.lRKS
- rr
% SIZE 784 5 b
VERY DENSE RED Ml.CACEOUS CLAYEY SILTY SAND WITH SOME QUARTZ FRAGMENTS s.o 779 ,-5 -N=50 Undisturbed sample r VERY DENSE GRAY TO WHITE MJ.CACEOUS SILTY SAND 4.5 to 5,5 feet r .Ill!...,,'.5 ,_ N= 7 9 [ [ 769.5 N.:80 [ jf:. I r. [ . N==44 759.S 25.Q SOFT MED CY GR.\'N GN [ 29.8 754. 5 MDD HD LI-MED GY GRAN GN [ sax NX [ 749 .5 L LOO~ gx
.744. 5 l 40.0 LI - Light HD - Hard 36.(J Feet of 211 Plastic DK - Dark Bl - Boitite Pipe left in hole l CY - Gray BK - Black HO - Hornblende GRAN - Granite Pe.ge l of 2 tt:lD - Moderately GN - Gneiss MED- Medium CORE BORING RECORD BORING NO._NA- L JOB NO, CH-1065 N bjs """?'" w,f'rER T 48L£ LAW ENGINEERING TESTING CO.
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- RE,:GORD-s6RtNG N.0._.~l._
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r tlESCRIPTION CORE SIT
~LEV.
s1zraoo. ....9 REMARKS r 0 VERY DENSE BRO'WN GR.1\.Y WHITE
- r [
HICACEOUS SILTY SAND
. .ill .9. -"N "" 42
[
...-- -N .,
---790.9 t,2
[ [ 785.9 -*N"' ,.1
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[ 780.9 [ -N= 50/3 11 22.0 "----* ~---- [ .[ 25. 7 27 .d HD Lt CY. GRAN GN MOD HD MED G'i GRAN GN Ila-*~., *---* ** ~-.* * , HD LI
*-* - * ~--.... .
GY GR..A..N GN
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92'% J.].5..-:]. [ 29.. 5 ---~-----...... ,.._.. __,.. 770.9 30.0 J1QlUID_PJ,..f.Y_fiK_j}l _llQ..Jlli -*--
..l_lOD _HD ILG't G.AA~ GN l 30.3 32.0 ..110] .lill-12K....QY JlK.JU__ JiQ -~.J:l. *-
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---~---
NX
. 32.5 HD LI GY ........
[
.. 34,7 ~ .
GRAN GN
.. ---* -. *--~---.. ----,,,.-_,_,_ ___
-765,9 35.4 .l~lJ .llQ J?~ G'i .m:: .JfLijO GN RD LI GY GRAN GN L 37.0 38,3 _fil?E!.J?~_f(J3K, ],I HO GN _
100 % HD LI GY GRAN GN l 40.0 LJ; - Light HD - Hard 760.9 L DK - GY - Gray Bl<~ Black Dark BI - Biotite HO .. Hornblende GRAN - Granite Page 1 of 2 MOD - Moderately GN - Gneiss t MED - Medium CORE BORING RECORD
- bjs BORING NO._ NA~~
JOB NO. _C_li___1065 N LAW ENGINEERING TE:STING CO.
r DEPTH f4TO.O DESC~lPTtON CORE Bt'r
°lo SIZE ELE;\',
760 . 9 REMARKS r 40,9 HD. i.r cY ,.o..: ;~ ~i-l ~.~~
.. 42° Joittt a~ 40.~. Feet
*rf 41.7 ..l!QD HD bK;~Y-EK.Jil, HO .r:,~
?1:IP HD LI*<M~D GY GRAN G~
.. 755 ,9 46,7 '*
too % . 46.8 Hon *H)2 ~K ,GY Jil(~.LHO~ r:N 47.l !-K>D HD Lt t;y G~ GN f 4 7 *. 2 HOD .fID DK CY 50.0 :HD LI . G'r. ._GRA..."i GN
- B K.JU..JiQ, .(lli BX 750,9
'50.2 HD DK... ...--GY.... BR-- BI -*HO GN
~
[ HD*LI GY GMN GN 53.4 '"~*., liD nlt.Jtt . . ~1Cl1iJlQ ( 54,4 lID LI
.GY GRAN GN
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7.45 ;$ 56.Q JiD DK GY BK BI HO GN [ 57,7 58,2 HD LIGX. GRAN G.' 5*8, 7 HP Dk 'GY. BK. B1' HO. GN -~-' 17',n ..() [ 6i. 1
~D Li GY GRAN G~
6i.s HD DK G'i BK.BI HO GN HD ( 6.1. 6 LJ---:- GY,GW
...-.- GN 100
*r 62; 1
!JD DK qy BK B.I HO *¢N %
64.5 Rb .LI *G'l .t.RAN C:N' 735 .* 9 COllING T.ERHINA TED [ [ [ L l Not: to .sca,le L Page 2 of 2 L CORE BORING REGO.RD BORING NO, Mti.-8 JOB Nb. _. Cl.i=..J..Qu.5. N bjs
~ WATER T ADLE LAW ENGINEERING TESTING .co.
I L_ I
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- r .$'li'FF RED BROWN. MICACro'tJS FINE ..
~,* COt\R:SE SAN1Jf .CL4:t:m *siLr * ** *; .
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r ,.fltf'TH n. DESC RIPTIOtf REM.ARKS r 40,0 MJ!? Hb *LJ TO MED CY. (;MNiGN
- r :11:1. 1 r .46.5 46.6 SOFT. :"MED G'l . GRAN 47.4 M:>D HD HED G¥:-!IBAtLG.ll__
.GN k3X lO( _%
[ 48.,4 ~'.& MI:.'D 'GY. GR:AN GN M:ID HD Ll .G'i GRAN *G~ 772. 7 [ 52,4
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100 % BX tsi.i.::: r 67 ... 4 67,7 68.2 Jill LI ex .* aRAN_,:sm ...,_.__-* HD.MED GY BI .HO GN 752.. 7 71,0 -- HP Ll*-GY __ ,.,,. "GRAN- .GJ.l l
~
- 71. 7 HD MED cy_ BI HO GN ..
72.2 itD LI GY GRAN.. GN
--~-*BI HD MEb GY it6 GN
[ 72.7 HD -Ll f;'f GRAN GN 100 % _....., 747.7 ___ l .. 79,7 \OC % 742,.7
\
HO GN. l 80.0 HD MED GY Il1 Not to seal~ Page 2 of 3 L t CORE. BORING RECORD BORING NO. NA_:2_ JOB NO. C1f~ 1065 ~ bj$ LAW ENGINEERING TESTING CO.
[ 0Ef'TI-I F'T 80.0 HD -?-lED GY BI DE:$CRIP1"1011f CORE BIT
'Vo SIZE ELEV.
111/42,..,___ 7 . 110 GN f*
- r 60,2 81.0 . HD :LI GY ___G!y\Jl ...C.:li ___ .
- 81. 3 H)D HD DK GY BI HO GN *--
fl2.0 1-ID LI GY GRAN GN 83.0 ..:.lllLMElL.GY Jll,_GN -- 83.7 HD LI GY GRAN G_N [ 83.9 HD DK GY BI TIO GN
- lOC
-84.3 HD t.I Cu GRA.li-Gli 84.7 HD MED 'ID DK GY BI HO GN *-*-~-*-
[ 87.2 -HD LI Gt_ .QB..bJ-l.J:;N it~ .1llJ 87,5 IID HED GY Bl HD GN 11D iffiITE _ QUAR'I'Z _PEPl*lA'Il1:E. _ [ 88,l H.D Ll GY
- *- '132,i 92.8 GRAN GN 93.4 HD DK GY BI HO GN ---
I 94.0 94.4 HD LI GY HD GRfu\l GN MED IQ DARK QY BI HQ.. G!s HD_ LI__ GY GRAN *cN 93 ...727. 7 95.7 -.- [ 96.5 96..8 HD MED r.v BI !.ID Gtl HD LI GY GRAN Glj _ 97 .3 HD MED GY BI HO GN ' [ 99.2 HD LI GY GRAN GN 722. 7. CORING TERNINATED [ -- Not to scale
'.Page 3 of 3 CORE BORING RECORD BORING N0,_~-9 JOB NO . ...cH: l 06S N bje LAW ENGINEERING TESTING CO.
r 0 OiSCRlf'TION CORE BIT ELEY. SlZE826,4
'I'OPS01J, ~ GAA.SS 0.4 STIFF iROWN MI-CA.CIWIJS CLAYEY SANDY SILT .
'- 'N i: iO 821 6.0 FJJ1M TO VERY PENSE BROWN GRAY WHITE M'IcAcrouS SILTY Fl:NE. ID COARSE si>.ND WI TH ROCK FRAGME'NTS
.§1
( [ 811
]Q§
[ 22,0 VERY. .STIFF flROWN MICACB.JUS i- N "" 16 FINE SluIDY SILT laOl 26.0 VERY STIFF YELLOW BROWN HICACOOlJS FINE SANDY SILT 30.0 7.% .4 fIRJ-1 WHITE GJ:.AY SILTY FINE TO COARSE SAND
.. .4 791 -::::-
... 3.7, 7
}bD HD LI TO MED GY GRAN GN
- 40. .r: 907. NX 786 L
Ll Light iU) Rard DK Dark l G'l BK Gray Black BI HO GRAN Biptite Hornblende Granite
.Page 1 of 3 l~D Moderately GN Gneiss L ?-1ED Medium CORE BORING RECORD BORING No,_::A-l~
~ bJa
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. ' lUY,DK *GY BK BI HO* GN
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- r
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- 100 %
[ 78,7 **, -* . .. . 78,9,. Jg}.,)?,~_:g,t BI 00 Gl(......_~-._ _ __.
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- ttD *l..I CY G~' GN .. ~-
'731.4.
- 96. 7 --~.......;.-..:..........,.._ _..._._____-+--+---I
[ rio~iwc *1-.tru-tiNATED * [ [
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L L ' l l .Not ~o scale t P~ge 3 9f 3 l CORE BQ,RING RECORD ~ 80RING NONA;:&l_..._
* *'NO.......
JO~ CH--,-.,..,,..,.. 1065 N LAW £NGINEERING Tf::STING CO.
r DESCAIPTIOH CORE BIT "lo SIZE ELEV. 763. 85
~.--.
~EM ARKS r
- rr LOOSE REp 13ROWN SILTY NlCACEOUS FINE TO MEDIUM SAND z~
8.0 STIFF TO VERY STIFF GRAY [ BROWN Mic.ACEOUS FINE 10 75 3.8
- - ..,. N,., 12*
HEDitn-f SANDY SILT [ [ 74~ *_8,S_ N = 14 [
?J.. N :;- 26 23.0 ,.Y..,*---*,*~*
DENSE BROWN NICACF;OUS SIL'.J:Y FINE S.MID ,.,..73.. [ n [ '32 .0
,., ~,.
+lEATiiERED ROCK FRAGMENTS
[ 35.0 ........_ 72 VERY SOFT DK BROWN GR.A..'i GN 77o Joint at 35.5 Feet Afffi. BI HO GN 47o Joint at 36 .6 Fe!:!t l 49% NX 72 L 40,0 LI DK Light Dark HD Ha.rd BI Bic..1t te L fJ'l BK
\OD Gray Black Ml"derately HD GRAN GN nornblende Granite Gne;ss Page 1 of 2
,{ED Mel:lium L CORE BORING RECORD SORING N O . ~ ~ l E:nd of Boring JOB NO . .Q!i._1065. N bjs ~ w.4r£R T118LE LAW ENGINEERING TESTING CO.
t)[PTH DESCRIPTION CORE 01T E;LEV,
,r. % SIZE723 85 40.0 VERY SOFT DK BROWN GY GRAN GN AND BI HO GN 42.5 *9% 46° Joint at 43.0 Fe~t 43.6 SOFT TO MEDrm: m GR4N GN (Recl;!ll1i! 11t_ed)
H)D HD LI GY. GRAN GN r- 718~ 80"/4 711 gr [ 58° Joint at 55.3 Feet ZQ~:Bl 596 Joint at 55.9 Fet:;~ 55,0 56;4
}OD HD DK GY BK .BI HO Gr~
99"'!, NX I
!ID :J..l GY GRAN GN 64° Joint at 57,FeC!ct 57 .6 58.8 HD DK GY HK BI HO GN HD LI GY GRAN GN lll.1..1.l:
61.4 ***--- HD DK G:Y EI HO GN 62.1 HJJ LI GY GR.AN GN 64 . .S 6~8. 8~ HD DK GY BI HO GN 67 .3 60n J bi. i1t at 6 7. 8 r-eet
~~I G'f. QUI\RTZ PEGH1'>.TITE 92o/.
68.4 [ JL') LI GY GR.AN GN 693. 8~ l 73.0 HD LI GY GRAN GN AND 688 .8,: L 75.0 Bl HO GN CORING TERMINATED
~---
l 80,0 l Page 2 of 2 L L CORE BORING RECORD BORING N0.~-=-1.L_ ~ J O8 NO. ,...c.Ii.....l.il6.5...U bjs ~ WATER TABLE LAW ENGINEERING TESTING CO.
f DESCRIPTION CORE BIT
% SIZ~
ELEV. RE:1,U.RXS
- rr ZB..Q_._o"t-------------.
BROWN Ml_CAcrous SLIGHTI.Y Bag Sampie O
- 16 Feet SANDY SILT
'" 7.75.
r [ Zl._Q_ [ [ 765 *.Q.- 16.0 GRAY MICACEDUS FINE TO COARSE B~g Sample 16
- 35 Feet
[ SANDY SILT AND GRf\VBL 260 [
?~.5
[ 750 .0 ( [ 35.0 74~; .o BORING TERMINATED l 74 l Drilled t6 be used in Field Pet""tOOability tests. Located adjacent to State Road 45 Northeast of NA-11 l No Ground Water Encountered AUGER L
- BORING RECORD NA-HA BORING NO._*._ ...* _
JOB NO. CH. J.Q(j2_._li._
"""="" WATER TABLE LAW ENGINEERING TESTING CO.
[ 1)£1"TM OESCAIPTIO,f CORE err ELEV. REi,O.RKS i'f, Q -------------c.---,-Ofi_o --,-S-IZ_£,__:7!_::,.;Q:..:._' o____ f
- r [
RED BROWN CLAYEY MlCACEOUS
.SLIGHTI..Y SANDY SILT YELLQW BROWN MICACEOUS SANDY SILT r
[ GRAY BROWN MICACEOUS SILTY SA!ID [ 766.1 [ [ -----'--- 761.5 [ er 27. 8 1---------------f*-c-: ,-.,- [ HD 1.1 GY GRAN GN 100 .NX 752.2 [ ,32 .. i -*~-.-**- - . G"(J1L 32*6 HD DK .BJ; ..LIH~nr..u.iN-----------,1 HD Ll GY GRAN GN [ 95o/, BX 747.E L 38. 1
- HD DK GY BK BI HO GN _
l ~::J :-HD WRITE QUARTZ 0 PEGM-1A;:.h,IT-.:;r:;R,:~~~:..J..*..,_,ot,.,._~_._......._...:.*7...:.'40.::..:..:.8:.J--_74_*_Joint at 39 ,4 Feet LI tight HD Hard Hole inclined 22 ° from the vertical DK Da.rl<; L GY BI< GT.ay Black Bl HO GRAN Bioti to Hornblende Gra.n1t11 Page 1 of 2
}OD ModeTately GN Gneiss L MED Medium CORE BORING RECORD BORING NO. NA-lZ JOB NO. CH 10.65 N bjs LAW ENGINEERING TESTJNG CO.
r DEPTH n. DESCRIPTION CORE BIT ELEV. REMARKS
- rr
%, SIZE740 8 39.2r-----------_.;..----:,--..,-.--,--_:_:_ **
- 39. 7 im DlLJu..JlK..__fil __ oo__Jlli _ _.. _. __ __;
- 39. 9 SOFT DK IJ"i BK BI J!)__ G_N_ _ __,
40.3 .. HD D,!< CY BK ,BI_ HO GN~----1 742,9 I 42 . .5 RD LI GY GRAN G = N - - - - - - i HD DK CY BK BI HO GN-43 'O >-HD LI GY GRAN GN
- 94%
[ 46. O' 46 .4 HD DK GY BK BI IJQ .Qli. . __ *-- 738.3 4 6. 5 _HD WHI TE_QUARTZ. PEGMA'l'l.:tE. ___ .- [ 46, 8 HD DK. GY BK BI HO GN HD LI GY GRAN (,N
-----i
[ 733.7 BX [ 100 % 7'2.9.1 [ - [ 72!1 .4 [ er 100 ~ 719.8 [ 7 l .'9 1---,--*----.,...******* *----~---1 715. 2 [ 72,2 rliD -- DK- GY.
- _BK_Bl _HO G~t~l.- - - - - - ,
7 2
- B _filLll.R _G.&\.N_G-1..._4---------i 73,2 HD DK GY BK BI HO GN- - - - - i gon~
[ HD LI GY. GRAN GN 710.: L 77,71--------------..,---r---i CORING TERMINATED t 705.9 Not to scale L Page 2 of 2 L CORE BORING RECORD BORING NO._~-lZ 4' bjs
~ H'AT£R TABLE JOB NO. _Q&J...M.5....N_
LAW ENGtNC:ERING TESTING CO.
r Dt:PTli n. Dl::SCRIPTION CORE BIT ELEV. SIZE793,Q 0 -- HA.RD BROWl'J GRAY MICAcrous SLIGHTLY CLAYEY SANDY SILT 17 88. 0 N ..,, 50 + (Refusal) [ 7_aj. Q__ ,_ N :: 50 + (Refusal) [ 11. 7 SOFT HED GY GRAN GN 75 .o/, 13,8 14,4 lt'J.LDK 1l 1'Q aw G.Y GEAfl.£!-1_ [ SOFT DK ,__GY J1K JH HO Glt__ , NX 778.6 i 15,6 HOD HD LI TO MED CY GRAN GN [ 78% 773.0 [ 2l.8 -----*- 23.0 _)OD H.D DK .. GY. BK BI JIO _Q.N [ .[ "HJD HD LI GY GRl\N GN 8~ o/, BX Z§§.Q 69° Joint at 28.0 Feet Vertical Joint at 29.5 *Ft ( ,-- 763.0 [ 31.9 32.4 VERY,, SOFT
., ~-*- Bl{
,, -**-*-~ .
BK BI HO. GN _____
"'-- ~
34.5 .. HD .LI .GY _GR.,\.N GN_ ( 34.7 SOFT MED CJ_, Gl:L!\N GN HD_ LI GY _GRAN GN .* ____
-*-***- 758.0 3.s.e HD DK GY BK BI HO GN 95 o/,
36.2 -* L
- ,.,~ ,..,_ ~.,,-. -~--
3 7. 3 _1:ID__ ll_GY G.RAN _ _GN ----- 38.0 HD ..11@.. .9.'LJH.*fil...G N HD LI GY. GRAfl GN zs4.2 L 38.B LI Light HD Hard 11. 0 feet: of 2 11 piastic pipe l DK GY Bl\ Dark Gray Black BI HO GRAN Biotite Hornblende Granite left in hole Page 1 of 2 11)D Moderately GN Gneiss L MED Medium CORE BORING RECORD Not to scale BORING NO, _ _ NA-l 3 JOB NO. .CU-1065 N bjs LAW ENGINEERING TESTING CO.
rj ~EM ARKS r
- r 1753.0.
HD LI GY GRAN GN 7.48.0 [ 47.5 ,--------~---....,......., 4 7. 7 ,HD DK-GY BI<-BI- 00 GN- - - - - , 48 .1 J111Ji!U1'~- .QlJA.1l:r.i_.PEGMAl1.TlL_ BX [ 48.6 . _j{l) ,Lr GY.GL1/4N_ .GN ~--------'-----ilOO % HD DK GY BK BI HO GN
- 49. 0 , - - - - - - - - - - - - - - ;
[ 49, .3 HD Ll GX _GRAN GN
--~--,-----"-:!
- 49. 7 HD .MOD R.15_ GY Bl ll GN
- 52. 3 HD LI GY GRAN GN
----~---1
[ S3 .S !ID_WHITE .fil]ARTZ. PEJR11uli.E _ _-1 S4 .O HD LI Dk G'l ALTERNATING LAYERS . *l CORING 'l:'ERMINATE.D 738,0 [ [ [ .[ [ ,__ [ [ L L *l Of BI HO GN AND .GRAN GN L Not to scale Page 2 of 2 L CORE BORING RECORD BORING NO,_t0__:l1__ JOB NO, CH-1065 N hjs LAW ENGINEERING TESTING C;O.
-~-
C DEPTH n. OE SC RIP'rlON GORE BIT ELEV. 793, 0 REIURKS
.-----,-.---------..--,*-----r-----------~O/o SIZE r 0
- rr Uag Smnple 0. Cl .. 5
$TIFF YELLOW BROWN MICACEOUS SLIGHTLY CLAYEY SANDY S!LT 788 *. Q ii ::: 9 l3ag Sample 5 ~ 10' Undlstrubed Sample 5.0 .. 6,0 f.eet Undist~irbcd S.ompla
[ 9,0----- 783 0 10.0*ll.O
-.--*'-*,.... N;;, 19 fe~c FIRM LIGHT
- GRAY MI CACfXJUS Rag Sample 10-lj feet
[ SILTY SAND 13.0 ( STIFF YEL10W BROWN MICACEOUS 778,0
- 'N =
SLIGHTLY CLAYEY SANDY SILT Undis~urbed Sample 17.5 15.0 .. 16.*o feet 2~IRN VERY DENSE MICACEQUS GMY 773.0 N °' 13 Bag Sample 20-2 1
.B~OIYN SANDY SILT Undisturbed Sample 20.0.,21.0 Feet
?~§.§_.JL~ N c:: 4 7 Bag Sample 25- 0'
~ndistrubed Sample 25,0 .. 26,0 Feet 76 }.:Q - N = 67 Undisturbed Sample*
30,0*26.0 Feet Undisturbed Semple [ 2.58 * .Q.'" 33.5 - 34.5 feet Refusai L L 40,0 L'.r .Light HD Hard PK Dark L GY BK Gray Black Bl HO GRAN Iliotite Hornblende Granite Peg~ l of 2 MJD Moderately GN Gn~i as L MED Meditm1 CORE BORING RECORD eORiNG NO, __ !'A-_J.!i End of Boring JOB NO.. Cli- I 065 N bjs
~ WATER rABLE LAW ENGINEERING TESTING CO.
DEPTH OESCIUPTIOH CORE BIT El.EV,
- n. % SIZE 753, ()
40.0 ....,_,_ 41.0 flRN "'\lERY DJ:;!:!§l';. GRAY BROWN SANDj *l.
.- I~
NOD fl.I;) },.I w MED GY GRAN GN 75 NX 44,7 87 M)D HD DK GY BK Ill HO GN 44.8 748,o HD Ll G'i GRAN GN [ 743.0
-~~...!...
[ 5L5 HD LI CJ'{ WHITE QUARTZ PEGMATITE BX 10( 72_0 Joint at; 53;0'Feet [ 54.5 fID Ll GY GRAl~ GN 7:l8,0 56.7 [ 57.8 -*HD....- DK _,.~
....... GY BK BI HO GN 58.1 WW- J,l. .,f:J,JIBAll.Jll~ ~---~
58.4 . HD DK G'j BK.jI ,HO .CN ___ .-~*-* *. ~~ [ 59,0 HD LI CT G~AN GN
*-- ~.....-,-
S 9 *.5 ~ HD DK GY..... .-* BK- BI ID GN 1:00 733.0 61.9 HD LI *G] .. GRAN QN _". [
- r 62;1 Hb DK GY ilK'~t HO
' - - * - ' ~ - _,,,.., ~.
,GN 1" ,...-~-*- .,..
- 63.4 HP LI. G't,.GRAN. {[N HJ) DK GY B.K B! HO GN 63,8 CORING TERMINATED 728.0
[
--~-
[ [ l . L *l SILT Not tQ scale l Page 2 of 2 l CORE BORING RE'CORD BORING NO. _NA 14 JOB NO._ ClT TU6'51f bjs End of Boring
~ WAUR t48LE LAW [NG1NEER!NG TESTING CO.
DEPTH 0£$ C FIIPTION CORE. a,r fl£ Y,
- n. % . SIZE 0 7fi.6 ,J .
'.l\?:PSOIL ..
.0.3 '-~-...,
*V~Y STIFF BROWN CLAYey M!CACIDUS FINE TO MEDIUM SANDY SI.LT "'." N ;= 2*2
.. Ufil,.,_l ,
7,0 r STIFF BROWN FINE 'ro MEDIUM SANDY Ml.CACEOUS sn.r lli...L
.,,. *N = ~"
[ lZ.O FIRM TO HARD .BROWN Gl-'. .I\l7 l-fl.CACEOiJs . FINE 1\) HIWI lII1 ,- *~ 611 [ 6{\:NDY. SILT 151.1_ [ ,- N = 'ii lli...L
*- N '"' 4Q/';,il "
J4..L ...L 27.,0 [ VJ:;R,Y STIFF BROWN CP.AY WUITE MICACEl'.)iJS FINE TO (X)ARSE SA.NDi' 736. l N = 19 _,. _.,._..,_~- SILT [ 32.0 *- VERY DENSE BRO~lN CRAY WHITE HICA.CEOUS SILTY FINE T0 -N "" 20/0" [ COARSE SA.ND Vi!.[ L ,-.. N ._ 40/311 7?,6.1 L LI 40,0 i,ight lID Hard 36.0 Pee.t of 2" plastic DK Dark Bl Biotite pipe left in hole L GY 13K Gray Black 00 GRAN Hornblende Granite Page 1 0£ 2 HOD Moderatel~ GN Gneiss L MED Mediµ.m O.ORE BORING RECORD - bjs BGRJNG NO . ....NA.!:.li._. JOB NO. Cll l0§.2..lL LAW ENGINEERING TESTING CO,
r D!FfH
,r.
DE SC RIPT'IOH r 40.0 VERY llENSE BROWN GRAY WHITE MICA980U$ SihTI:' FUIE TO
£- !~, ~
- r C'OARSE SA:ND 721.l.
'-N "" 'Re2usal r
[ 49,.5 MOD RD LI GY:..c.c"~~ GN 7JJi.J.. 50,8 M:>D HD DK *fJY. BI HO GN so 0 Joint at *so.4 Feet [ 51.0 51.6 ~PD RD Li. CY GRAN GN 10( NOD HD DI, GY BI HO GN [ 55, 6 I-711,1 ij1) LI GY GRAN GN 57,2 [ 57, <> J1QJlJilLDKJ'.;:LJil..J:ilLGN lOC NX 5.8. 9 HDI,I r;y GRAN i'";N _J'i)Jj HD DJ:, f;.V BI HO GN [ 59.2
- 59. 6 60.(}
. ~-:LI CY GRAli!. GN
!ID DIC *- ,GY B;LHO .CN
-- 706, i HD LI f:y GMN ..~1J
.(( 61.l 61.4 UGD HD DK GY *BI BI HO GN 100 62.2 -RD U GY.~ r.N 62,5 HD DK.* GY .JlL~.,.Jm.. 67.3 1iD .LI GY GRAN me - JlILL 6 7. 5 ~°-. lID DIC_QL BI HO GN [ 67.6 6 7. e
. HD 11 GY GP.AN NOD HD DK GY BI HCi GN GN 100 69,.5 !ID.LI GY GRAN r.M.
L CORING TERMINATED
&.9.i?_*L
[ L L Not t:o scale Page 2 of 1 L l CORE BORING RECORD
- L NA 15 BORING NO.*-'---~*-
J08 NO, CH l.0.65.N _ bjs LAW ENGINEERING TESTING CO.
DESCRIPTION £LE\/, 0 0 '1§ L2*..-------~---. Bag Sample O - 25' Undisturbed Sample S'.rlFF RED BROWN MIC.A.CEOUS 3.5-4.5 Feet CLAYEY $MIDY SILT ill ,..2-.,...N"°ll 7.5 -* r STIFF YELLOW BROWN MH.:..A.CF.OUS SANDY Sil,T
,... N.., 8 15L!l.. Undisturbed Sample 13,5-14.5 feet r
[ ?X2 [ - N c 9
,...747 -~- Undisturbed Sample
[ 23.5-24,5 Feet* 22,() ~--- ( .( FIRM GRAY BROWN Sll.TY MlCAC.EOUS S..l\JID WITH SOME QUARTZ FRAGHENTS 742 .9 ,- N : 16 N = 24 ( 7;-fj ,g c-Undisturbed Sampl*
- 33,5 - 34.S Feet,
[ 31.5 - *--*- -~- - * --- - [ VERY STIFF BRQ\.!N SLIGH11,Y SANDY Ml c.ACEOUS SILT 73 L 72 7,9 L 40.0 LI Light HD ~rd
- 85. 0 Feet of 2 11 Pl.astic pipe left in hole DK Dark BI Biotite l GY.
BK Grsy Bl.a.cl: HO GRAN Hornblende Gran1te Page 1 of 3 l-OD Moderauly GN Gneias l MED Medium CORE BORING RECORD BORING NO._ JU'.'"~ JOB NO, ~H-1065 N bjs
~ WATER r A Bl E LAW ENGINEERING TESTING CO.
CORE BIT ELEV. REMARKS
'%, SIZE 7Z?: 9 VE.RY DENSE GRAY BROW!>< -.-----------------
WHITE MICACEOUS SIL'l)' SAND w:rni SOME quARtz FRAGMENTS
~ Nao50/ 4"
_11_3/4 7 7 712.9 [
,,? Q7.~
[ I .[ [ 69,0 "'"*---""~" MJD HD LIGHT w 1'IBD GY GHAN GN .? [ 100 85° Joint at 72. 7 Feet [ 74.9 75.4 _MJD HILDK GY BK._BI HO GN
-- NX 6 75.6 :t-DD HD MED GY GRAN.GN 71° Joint at 76,0 Feet 76,5 ...M'.ll.LJID_D.K G.Y JIB..B.L.HO.. ~ 100 77° Joint at 77.0 Feet l 17.7 . WD _HI.i MED .G'Y _W:-AN GN 78,b SOFT DK G'i EK. BI h'O GN MOD HD Lt GY GR.~N GN l 78.2 68 7.9 '----------'-"-------'
L Pag~ 2 of 3 l CORE BORING RECORD Ni\-16 BORING NO. !OoYfl JOB NO._~~i______ _ bjs LAW ENGINEERING TESTING CO.
,f;:
r
- r r
[ r [
,[
r _, (
- r
[ f [ [ l *l lA'lKRS OF BI: HO GN AND -qRAN .GN Not tq scale t :Page ~ o.f j l CORE BORING RECJ)RO
- BOR ING NQ, __ JijA,., l&..
JOS NQ. _:.CR ,;i_o.6..5.._N LAW ENGINEEfilNG TESTING CO,
[ r
- fI~ BROWN C1/4YEY :srl'..'lY mt;Acgpys. si~ * :
- r au.a.
. . -:1.-1 "f is r 'Undisturbed .Sample
- 4, 0 ~ 5, 0 *F~~t r
;.(
*. STIFF TO' :viRY STIFF BROf.m
[ GRA'i s.,µmy 'rriCActous s:rif r [ [ ec* [ DSNSE ',TO' VERY DENSE GRAY' WHITE t *SILri 'MlGACEOUS SAND WITH' SOME '
- Qll.A;B. Ti .FRAGt-iEieftS .
[
*L
( LI ~ight a:p 1Jard PR Dark BI 13'tottte L cy al<
},f;_)J'.)
.*Gray Black
*ff6* 119;-nbieride
*G,R,A.N Grani~e
~od4!:i'acely . ~~* Gitets a l MED Med:iun; C'ORE BORING A.ECORD BORING NO._ NA~l7 bjs JOB NO. -:0.H, 10§5. N LAW tNGtNEERrNG TEs'Tr~G co.;
r OfSCRIPTION CORE BIT Slit ELEV. J.LQ~* REttt..t.i.KS r OT,_ _ _. . , . . . . . , . . . . . , . . _ _ . . , . . _ _ , . - - - , ,*r D~NSE TQ WHITE M!cACEOUS S!L'IT SAND WlTa SO~IB QU/1.RTZ FRAGMENTS VERY 'DENSE CRAY r : r .:..Jtbl;,i C~ l-F 106 [ [ 55 .1 -----------------1--1---; 1161.,Q_ 56, 6 .J&E1..J1~ . .GY JUlQWN GJ:I.AN .Jlli----i [ HD LI GY GRAN GN . r 56 NX 1J6...Jl [
.[
[ .86 .2.~-~1.0 nx [ 7L._3 . , . _ - - - - - - - - - - * * - - - - - , [ 14 . '/ JiOJtJliL~.GX .Ji,1l,JU l[Q......,._ C:N _ _-1 HD LI G'l GRAN GN L 78,l 1---.......,.-.........,..---*.....,...------,96 79 .O }K)D RD .P~Q¥ _BK BI liO ,GN _____, 7 9. 8 1..*.:.:NO;:.;D:::.. . :.H:.:::D;_I:::.~T..::....:::Tx.Ol.....;1:..::*U:::,:.m:.................,*m,..,'_G'"""iP,;,a.:*A:..i....N.__G.._.rN........__....__,_ 736~4.1,..----------,--1 L Not to scale L Page 2 of 3 l CORE BORING RECORD BORING NO.---**--- NA-17 J06 NO . .cH::....106.,LN
.bjs A>lo f NGIN EE RING TESTING QO.
f !>EP'TH n. CORE BIT EL£ V. REMARKS 79,8 % SIZE 736.2
,. ,,., ,~
80,1 ~pp .I:m. .m~ £¥._~ .lll I;Q Qt(_ *"""-- ...2.:16.:U HD LI TO MED GY GRAN mi* 9~ BX 83.2 CORING TERM;r.NA'rED 731.0 [
*~-'"*'"' ~ ...... _...
[ [ --- l [ L bjs Page 3 of 3 L CO~E BORING RECORD BORING NO. ___ NA-17 JO 8 NO. Cl:1'-l.0.65 .. L LAW ENGINEERING TESTING 00
OESCRf PTfON CORE 81T ELEV.
- 1DPSOIL AND GRASS
* - - * *- . : . C . . : ' - - - - - - - - 1 SIZE_745.6 Bag .Sample O - 8.0 Feet Und:1.sturbed Sample 3,5 - 4.5 Feet VERY STIFF RED BROWN SILTY M!CACOOUS CJLAY ].40.. §. - N "' 18
~nclisturbed Sample 8.5-9,5 FeH 8.0 Bag Sample 8.0 -25,0 Feet STIFF TO VERY STIFF BROWN *GRAY l>lHITE :t'1:f_cACEOUS SANDY SILT }}~.:.§ - N = 9 Undisturbed Sample
[ 13 .. 5-14.5 Feet [ 730.6 - N .:: 9 Undisturb~d Sample 18.5 ~19.5 Feet [ r
... N : 14 12D,6
[ - N = 21 [ N = 25 L 36.0 VERY STIH T:O HARD Gl<.AY BROWN l BLACK MI.CACIDUS SANDY SILT
- N = 25
________________.....__._~70?. * . ~ 6 J - - - - - - - - - - - - - J """="'"" l 40.0 LI Light: HD Hard DK D~rk BI Blotite L GY BK illD Gray Black Mode;:ately HO GRAN GN Hornblende Grnn:ite Gneiss Pagel of 4 MED Medium l CORE BORING RECORf1 BORING NO._)'lA-:-lL JOB NO, _..cH._ )0§,LN. bjs LAW ENGINEf;.AING TESTING CO.
r DEPTH
*f'T.
OESCRlf'Tl(?H CORE BIT ELEV. 'REM,-RKS r * :40,() % Sl2~ 195 .:p._,,_-,,-'-'----"------........-"""'""- -*-*.
'=-r
- rr V~Y STifF. TO .tIARD Gitt\¥ BROWN
- BLACK MICACEOUS SANDY S:t:L't N = 36 N.,. 31
[ r ,_ N. "'* 26 [ [ ,..... N.c 25
.685..b
( [ er HA.."P..D "YELLOW* .BR0WN VERY [ MicACEOUS. SANDY. SILT 675.6
. - N = 41
( [ 670.6 l l 80.0 665:...:.,6..J-_________..,._____..,, Page :2 c;>f 4 L l .CORE BORING RECORD B.ORING N0, __NA -'--- 18 JOB* NO. Cl:i-..1.0.6-S-l.L bjs
~ WAffR r .l:IBL £ LAW ENGINEERING TE:STING Cb.
r b,t:P:Ti:f
'FT, .r , 1io,o
_VERY SQ!"f *~OCK (NO RECOVEIW)
- r t
f '90,0 HA}tl'llRNE J31'l' -- VERY *DENSE 0¥
- Si:Uri :~ - - - . -- ..
(' [ 650.6 *
--~:..-..
[ r [ 104 ;() ; -, . _... , . ~-,...,__ ---,-----,--,-,.....;;.+----t-'-'"'"16 104 5 * * .QUARtz _VEJJL.~ .. , }E.+/-* ~: - VERY SOFT toa. o * .;, , ., G'i* GRAN -GN
~ ' , '
[ . . ' -MOD EtD ,.MED GX AND l}R G;A~ *GN . 66_ ~J~.9
. ' ', _,,_ ~- ,f' '
( BX* l u:s.7 _ _ _ ____ _ __ 115, 9 rl&D H]2,"DI<.&tJHtBt~H=-O__,..G--;-N-----~~
, 630,:6
~c-.
116.,1 ft)l'.J HO lL.P) t~.D .GY GRAN GN t 118.0 SOP_T.DK:'GY BKBi RO,GN
}~l) lID ~,r T9 ME;D GY GRAN ,r;N
- 80 -
[ l l CORE BORING RECORD 130AING NA - .,~- N0.~""l"?rr 18 J()B NO.___ CH J.UU 5 J.~ LAW ENGIN~ER/N<i Tf'.STING CO..
f ,r.
'0£n'tt Df,:S<;F{IPt/ON r 1
?Cl* O. : 11P~ HD p T(i *111EP <;Y . G'RAN, GJ:'l
- r g;: i ~iov;g GY.
Ji!h3
. . M:>D* RD Lt '.IJ;)
l3K ;Bl ~HO. ,(;N
)ten GY c.;!1/4N 'titi
~
. . ?.O
-~ $2.0i; 6
,..,.,-,,--*~
78° Joint ;ai: 123,"0 *F~e;: r
- VEtY spfr MEP :GY c~ *ct: B'K 157° J9~nt aJ i?it:o Feet r :fa POi O i---.--,.--,..;...,....,..,----.....,...._,,.,..,..,..,,.,.--,.-,-__,,._.....t'-4-~.16;:..,;;.,:l?d,'
CO!U:NG TfiltH1HAT:@ [ t [
*r .[
~ [ L [ l l Page '4 of 4 L L -GORE BORtNG RECOR!)
!!A i.s BO' RI.NG
~ NO,_,..... **-,: J:Qa -NCi>. JlH J;QQ~ Ji l;)Js LAW ENGINEER*l~G TESTING -bO.
r CO~£ BIT flEV. fiEMA~~S
- r
% SIZE?§.2.:J *.,..__ _ _ _ _ _ _ _ __...,
- N .i::: 15 Bag S~mp ie
[ V~Y S'J;'IFF 'R:~"D BROWN MTGACEOUS 5
- O - t O. O Feet:
SLl_G!;TLY SANDY CLAYEY Sll/I' [ [ El~~,__,.-N"' 18
*undisturbed Sample
[ 8,5 .. 10,0 Feet Bag S~rnple 10.Q *20,-0 [ r 18.0 [ SUFF YELLOW BROWN MICACEOUS SLIGHn'i SANDY StL TY CLAY zz.o r VERY STIEF YELLOW er, BROWN SLIGHTLY SAi-;DY z.µCAC,EOUS SILT [ l [ l 38,0 -
,.,,,, *--' ,, - -- --~- ..,...
HARD YELLOW BROWN PINK MlGACeDUS , t'AhlT'l'f SILT l 40.0 ._""____
'tr
""'---"'--..:..-------,---_.___.__"""7,__,,45__.3 ,_ N Light HD Hard
'=' '.'15 L DK Gt J3K Dark Gray BLACK BI HO GRAN Biotite Hornblend!:!,
Granite Page l of 4 MJD Moderately GN Gneia.a l MED Medium CORE BORING RECORD BORING NO.;... NA l,2, ~ bjs JOB NO , _ i::1Ll0.6.5 ,.N, LAW ENGINEERING TESTIN_G CO,
f DJt,i'H oh~RrP,TIOH , c0Re:,e1:r, f~EV.
'lo,*,. 6 *% . :s12 £ 745 .'3.
r ...~.~.,-YE-L-t-,oo~***'~B-R~
,*.--,HARD~ .. bwl-.-l-P~I~Nl<-,.,-,,..__,.;..*
.. -r---+---r:--~...,..,._,.,....,,._ _ _~~---~
- r 4l~i ',M.T'GAC:,&Otis*SA,,'ID.Y,,li'.Il.'.r -~-- ,*_,, ....
*" *is~tt HAPJ':I GRAY*
. . BROWN ,, . MICACE't1us
.. .. SANDY . * .'
r r
- [
r [
- [
[ ec. [
. DENSE YEtLbW .BRci-.TN AND GRAY MrcicEoGs *sr1.n*,*.SM'D.WITH sa1E
[ , quiiTZ !?MOON-rs * *
- t t
l L Page 2 of 4 l -bJs CORE BORING RECORD BORING NO,....;.N;\_-l 9 _ Jo.a NO. CR !Oo:5If LAW ENG,iNEtRINCl TESTING QO
r DEPTH FT. 80.0 Dl:SCijll'TION COt'iE BlT 0
/0 SIZE ELEV. AEI.IAAKS 705_._J..,__ _ _ _ _ _ _ _ __
r
- r ril::NSE YELLOI~ BROWN AND GRAY
.MICACEOUS SILrY SAJ-.D WITH SOME QUARTZ FRAGME~TS '
1.Q.Q r [ ~.9.. [ [ §29. [ L5B.5. [ 101.0 .. -- -*-~---*-*-_..,...- DENSE SILT\' SAND WlTH TI!IN LAYERS OF QUARTZ [ 680 .3 ~ 105. 3 -*--**h> ... ~* **-- h*,-..,,..,.,.~ ..*--* - - - - - * ~ - - - - DENSE YELLOW B.ROWN AND GRAY SILTY SAND WITii SOME QUARTZ FRAGMeNTS [ 110.0 675 . 3 0-M*~-. H.D LI GY GRAN GW [ 112.3 ~*-----*-¥ MOD HD MED -.- .....GY _. ------* BK BI HO GN so 0 Joint at 112,0 Feet
~12.8 i - . : - . J .......
HD LI c;y GRAN GN l 115.5 M'.:JD HD DR GY BK BI HO GN LOO BX 670 .3
*-u L 118 .3 LD LI GY GRAN GN 66 5-. 3 L 120.0 --
Page 3 of 4 L L CORE BORING RECORD NA-19~-- BORING NO. ____ ~ bjs JOB NO. __CH ~9.§2_N LAW ENGINEERING TESTING CO.
r DEPTH DESCRIPTION CORE BIT ELEV. REMARKS . [ FT. 120,0
% . SIZE 665
*~- ..3
- r liD LI GY GRAN GN 125.0 I 6li,Q....l_
r MOD HD LI GY GRAN GN lOC BX r 130.0 65.~..:.2. CORING TERMI NA I IID [ [ -*-- [ [ [ ~
--**--::--~~
[ [ [ *-"'-***~--- [ l *, L Page 4 of 4 l CORE BORING RECORD - bji, BORING NO ... JOB NO.
¥6-d~-
_(2~--,~ LAW ENGINEERING TESTING CO.
DESCRIPTION CORE BIT ELEV.
% s,z,742.S 0.3 0 ------,.---------,--,----r'-:;.::;:..:...::..,--------------,
TOPSOIL /iliP~~---~------i CRASS Bag Sample O
- 4.0 Feet STIFF BROWN HIC.ACEOUS SANDY SILT Und1sturbed Sample
- 3. 5 -4.5 feet 73-7.5 .. -N"' 8 Bag Sample 4,0 -25.0 Feet 7.0 1-----------------i FIRM TO VERY STIFF BRO\..'N GRAY WHITE MICACEOUS S..~Y.
[ SUT 7:32.6 ,... N -= 6 Und 1s turbed Sa~ple 8.5-9,S Feet [ N = 12 Undisturbed [ Sample 13.5-14;5 Peet Undisturbed Sample [ 18.5-19.5 Feet 722, 6 - N c 13 * ( Undisturbed Sample 23,5-24,5 Feet 717. 5 ,... N = 15
~ N ° 17 l!L.6 '*
~ ~~ = 16 L 707.6 3 7. 0 t--------------1 l DENSE BROWN GRAY WHITE MlCACEOUS SILTY FINE TO MEDiUM
..._S.A_ND
______________--'4-_]D2.Ji .,___ _ _ _ _ _ _ _ _ __, L 40.0 LI Light HD Hard 36.0 F~et of 2" Plastic Pipe left in hole DK Dark Bl Biotite l GY Bl< M'JD Gray Black Modera.cely HO GRAN GN Hornblende Granite Gneiss Pagel of 3 Mim Medium CORE BORING RECOR.fl NA -20 BORING NO. _ __ JOB NO. ~C!i_ 106,LR bjs -=:= WATER TABLE LAW ENGINEERING TESTING CO.
O!EM'H n. 40,0
- 41. I' DENSE BROW1~ GRP.X JJ'li-mg ht Li **-
~- - *l HARD BROWN GRAY VERY MJCACBOUS SANDY SILT f-* .N ,., 70
~--L
[ r 1>92,6
- N 'T:
40/ 31' (refusal) [
' ,.. N "' Refus;:il
[ .f?Z~
- N = Refusal 182.6
~-":'"---
... N ci Refusal q?J,t_
...... N:ti Refusal
[ 1 572.6_ [
,_N <= Refusal l b§)&.
- n. "-
l J,t)l) HD Ll 'n) '.MED GY GRAN GN 100 NX \.. inch shear displacement 79, 6 *2 IW Dt ID' J.HS ii1 662.6, l 80, 1
*l M(lj) 1.ltl /!lJ .
MICACEOUS SILTY PINE TO MEDIUM SAW)
,...,..___,_,,*,- .... 4 L Page 2 of 3 l CORE BORING RECORD NA ~20
~ BORING NO.-**-***-* JOB NO._ CH~l_Q9,S_N
"'="" WATER rt4BLE LAW ENGtNE:ERING TESTING CO.
r Dj~H. ~ES,CRll':'Tl'9N ,qo~E BIT. ELt V.
- 0 Rti.-ARt:S r ~6,o
,::¥,;,JU; u.i,t.**~L 'J.T.i t~'1} 6Y: GRAN :'GN
/o. ,
)00 *
~
.s1z~r-.1:',.-~ *---'--- -..,.,,.......,..,..,,.,_,.....,,...-~*~*
82il Jo'{nt at *SQ, Q Fe.at'
- r r
r [ [ too' r 9 7, 0, * . . . *. . ....- ..*. * . *. *..,..,,..-***....,:----i-c--,i 9.7,5.*~ -~ DJ5._§!~~.~.)3~ )-10-*._*~G_N_.,,......_,_..,., 9.9~ 8 , ,MQl) ~ ~! ?~ GI4lli.:~.__,.,..-.-.--'"'."".""'1 100, ~ .0013,. HD D,K '>C'/ BK .BI HO GN [ '~p !U>. Lt :GY' GRAN G~ 100
*
- t~*x*
~~
[ 1()4,. ~ . . . *' ." . '
.iQs *., . :r<<Yo .}ID Lt* fo fu:ffw Bf oo ..cit * ~: . ?,n,.&.
~ 10,, ..1 mri: lID ,1-1. Jll' ,.G.MJ!_.m--*J**.c:.**------'--'"----....,....; H>.6. 9 . M(fo* Rb I>~.:.:GY BK Bi _H:0 Gii_. *... 1.00
. 73° .Joint
' I - *
,ae:
~ ..
104. 7 fef!1/4t:
.M:>b HD 'Ll 'TO MED GY Gl1/4N ~N
[ l.09;6 ,_ ~. ___ ,., .,._"'* . *.. - _ .. - .* - llQ,O* &[~TJ)g P'Y . ~R M*. liO,-fili._,.-*.,,_,..,.-1100 ltO .~ ?ii)l) .*~* LJ,JIX._v,M.~ _.oN'-* *,--.-----:,i ( 110".4 J.r2rn }DD IDD HD DK .GYBI(BI HO,_G_N_ ____,,
'HO if c:'l. ~RAN <:N c:oatNG 'l'ER#INAJ'ED *l t
L l L C0RE BORING RECORD > * **
- BO.RING NO,,_.*N~.:::-~0 Joe ..No._ ~~t J;Q~?.'_N bjs LAW ENGINEERING, T~Sl'JN~ CO.
.OEFTH
- n. o r O, 4 l"-'-'l,'O_P_SO_*_I_L_ _ _ _ _ .**. ~----1
- r[
V£Ry' :s'JJIFF l<,ED B~OWif MlGi\.GEOlJS FINE SANDY SILT\:'. CLAY.
~
- N = 2).
22:t,JL 7:'Undistui'bed' 3.5-,4.5 Feet Sampl~
&,0 1-----------------1
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NA -: 21
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JOB NO, _CH 106~'.Lli bje LAW ENGINEERING TESTING CO
'f _CQ~E EllT E_LEV.
- r ltAAD"PARK GRAY BLACK l\ND WHITE
% SIZE 668. 9
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1 v~o'L:_N JOB NO. _9!_!_.
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f Oe:f'TH FT. Ot.i:.;<;HIPTION ELEV * ~NETRATION-BLOWS PER FT,
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! ...l....,....i-.i..J L iiORING AND SAMPLING M£Ers CC-RE DRIL,LING MEETS .t.STM 0- 2113 A.STM D*l5H TEST BORING RECORD I PfNETRATIOH IS THE NUMISER OF BLOWS OF 140 LB. HAM~ER FALLING SO IH, REQUIRED TO DRIVE I._. IN, 1.0, SAMPLER I FT. SORING NO NA-22
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r [ ( .[ I DENSE BROWN AND MICACEOUS SILTY SAND QUARTZ FRAGMENTS WHITE WITH [ t l.. l ( 40. 0 '---------------------------'-,---4..-...,*-'-',, 9 4. . CONTINUED, *** Page 3- of 2 l BOR1NG ANO 5.1.MPLING MEETS ASTM lht518 COft£ OOiL.LIN<3 MEETS ASTM 0*2113 TEST BORING RECORD t Pf;NETAATI~ I.S THE N.UMBE~ OF l!LO't!ffl OF M-0 LB. HAMME~ FALLING !O IN, REQUIRED TO DRIVE .,, .. IH. I.D. sAMPLER ! FT, 80RtHO NO NA-23 OATE-DRILLEO 10/7/66 ~
.....,.r WATER TABLE, 24 HR.
- UNOISTL1"8EO SAMPl.E J08 NO . 50_9.Z, jj -~- WATER TABLE, I HII.
I 50 I % ROCI< CORE f'ECOVEIIIY LOSS OF ORILLlll(G WATEII LAW ENGINEERING TESTINQ CO.
f DEPTH Ot.SCRIPTION ELEV
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~ WATER TABLE, 24 HR, . 5092
- UNOIST~BEO SAMft..E -.:rr-- WATER TABLE, I Hl'!i. JOO N O - - - - - - -
jj I !liO I % ftOCK CORE ft!COVE"Y LOSS OF DRILLING WATER LAW ENGINEERING TE!TIHQ CO.
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.....- WATER TABLE, 24 HR, DATE DRILLED lO/fi/ 66
- UHOISTUABEO SAMPi.E -:.:V:- WATER TASL.E 1 I HR. JOB NO--.... 5.092._
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r [ r 17.Si--- [ r .[ VERY DENSE WHITE AND GRAY MICACEOUS SILTY SAND 696.5 I
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L Page 1 of 2 B~ING AHO SAMPLIHO MEETS ASTM CORE DRILLING MEE~ ASTM 0* 2113 D-1586 TEST BORING RECORD
- l. PENETRATION IS. THE NUMB£,. OF 8LOW:S OF ~ LB. HAMMER FALLING 30 IN. flt!OUIRED TO DRIVE 1.-4 IN. 1.0. SAMPLER I FT.
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-..- WATER TABLE, U HR. .,_ .- .. ----~
JOB N0_,--_ _5_09 2
--=ir' WATER TABLE, t HR.
LOSS OF ORILLING WATEJII
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~ WATER TABLE, 2'4 HR. Oil.TE OR'Ll.EO 10 /JJ./ 66
- UNDtSTUftBE:O S414Pl.E --;;;-- WATER n,Bl.E, I Hft. JOO MO 5022 jjl so I % ftOCK CORE ~ECOV['IV LOSS OF DRILLING WATER LAW ENGIHfERll+G TE!TtNG CO,
r Dt:PlH D~SCfUPTION E.LEV r, Pf;NETRATION-81..0WS PER FT, .fr Ft 0 155. 9o to 20 5-0 40 60 so 100 I a i I I I
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l _,,. I CONTINUED, ** Page l of 2 SOftlNG AND SAMPLING ~EETS ASTM 0-15U COAE 00ILL1NO MEETS ASTr..1 0-211, . TEST BORING RECORD PENETRATION IS THE HUMBER 0.- BLOWS OF 140 LB. HAMMER BORII..O NO NA- 2 ,6 FALLING 30 IH. REQUIRED TO OIUVE 1,-1 IN. 1.0. SAMPLER I l"T.
-.S- WATER TABLE, 21 HR, Do\TE OfflLL EO-*-*~**
Joe No _ _ __.;.._ _ sorr 10/8/66 jj - UMOl!TIJftPJED SAMf>t.E --v-- WATER TABLE, I Hft. I so I % ROCK CORE IUCOVEftY LOSS OF ORILLINQ WATER LAW EHOINEERINO TfSTINO CO.
r 0£PTH n Of.SCRIPTION ELEV
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PENETRATION 1$ THE N~BE" OF &LOW! OF !<40 LB. HAMMER BORING No _NA-27_ _ __ FALLING SO IN. REQUIRED TO DRIVE J.4 IH. LD. SAMPLER I FT. DATE DRILLEO_lO.::.~66
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I I l ... l Page 2 of 3 l bjs BOOING ANO SAMPLING MEET$ ASTM 0-1586 TEST BORING RECORD CORE DRILLING MEETS ASTM 0-2113 l PEM£TMTION IS THE NUMBEft OF llLOWS OF l<<J LE!. HAt.u1ml BORING NO NA- 30
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- UH~STUABEO SAMPLE -..;,;:-- WATER TABI.E, I HR. Joe NO 5092 I ~o I % ROCK coRE PIECOVEl'IY LOSS OF DRILLING WATER LAW ENGINEERING TESTING CO.
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- t P£NETAATIOH IS THE NUMBER OF BLOWS OF 140 LB. HAMiiAIER FALLING ~ IN. ftEQIJIAE:D TO DRIVE J.4 IN. I.D. SAMPLER I Ft, BORII~ NO NA-31
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1,0 I % ftOcK eoPtt ,u:eovt,.v LOSS OF DRILLINQ WATER LAW ENG~ERI~ TE!TIHO C:0,
l Ot.PTH FT. ELEV
- PENErRATION-BLOWS PER f T.
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- r I FIRM RED BROWN CLAYEY SAND WITij SMALL TO MEDIUM_ QUARTZ FRAGMENTS 759, C r
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- t BORING HO FALLING :SO IN. PtEQUIRED TO DRIVE 1,'4 IN, l.D. SAMPLEPI I FT.
....- WATER TA!L.E, U HR.
~TE DRILLE0 10-20-66
- UN043TUftDE0 S.tJfPLE -.:;;,- WATER TABLE, I Hft. J08 NO 5092 I MI o/o ROCK COl'I[ ftECOV!ftY LOSS orr DRILLING WATElt I.AW ENGIHEERINO TESTtHQ CO.
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! I Page 2 of 2 l bjs BOf!fNG ANO SAMPLING MEETS UTM D-HSH CORE DRILLING MEETS ASTM D-211:, TEST BORING RECORD L PEHETIUTIOH- IS THE NUMiJER 01' ILOWS OF M-0 L8. HAMMER
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- UHCMSTUfHSEO S ~ E -:::::r-- WATER TABLE, I HIit JOB NO 5092 I 50 j % ROCK CORE fltECOVEl"lY LOSS OF ORI!. LINQ WATEft LAW ENGINEERINO TESTING CO.
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.....- WATER TABLE, 24 HR.
DlTE DRtLLEO 10-12-66
- UNDISTVf'lBED SAMPLE -.;;-- WATER TABLE, I Hft, JOB N0--.:.-5.... 0 9-:2;:;......_
I 50 j % l'tOCK CORE pt[CO'>iE:M'I" LOSS OF DAil.LiNG WATER LAW ENGIHEERIHG TESTING CO.
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r OENH FT. Ul:.~CRIPTION 0C:'.~S1~~r!I:====================~,-..!.,7rl~8 4:!.
- ELEV t PENETRATION~BLOW.S PER FT.
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- b. S .- ~D AND BROWN SILTY MICACEOUS FINE TO COARSE r SAND 713 .l r 8 0
* '-vERY "im'NsE *RED ANDBRmms'"rLTI r MICACEOUS FINE TO COARSE SAND 708, l l r I I
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l L eOR1NG ANO SAMf'LIOO MEETS ASTM 0.1,e~ TEST BORJNG RECORD CORE DRILLING MEETS ASTM 0-211:3 L PENETRATION IS THE NUMBE~. OF BLOWS OF l40 La HAMMER BORING NO NA- 3 B
- 1 FALLING 30 IN. REQUIRED TO !)RIVE 1.4 IN. 1.0. SAMPLER t FT.
....- WATER TABLE, 24 HR, MTE DRILLED 1 Q-1 J - 6'6
- UND4STUfl9EO !AMP\.! --v--- WATER TABLE, I HIii.
- JOB NO 5092 I ~o I % 11toc1< coRE "ECOVE:"v LOSS OF DRlLLINQ WATER LAW ENGIN£ERI~ TE!TINO CO.
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./
WATER CO,.,TENT . W _..........,.._-ii-.z.s...&.a<..- NO. NA 387 UD-1 L VOI!) RA TIO. e ------U-.+,c.;i.,..,-4--,1.;1,_J..Q.._ SORING ELEY, OR DEPTH 5 ' .
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l.NT WEIGHT 108.6 pcf(wet) 0 . . .2
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WATER CON1c'.NT 23 1 i silty gradeq sand £LEI/; OR DEPTH 6r . J'ol!I NO, 5092 SATURATION ____.J.,.7.,._0"...,%_ _ _ __ Gs 2, 70 LAW ENGINEERWG TE,S'rlNG ~NY bs
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LAW ENGINEERING TESTING OOMPANY' bjs
r 01:.PTH FT. Ot::SCRil-'TION ELEV* 784. 4 o c, PENETRATION., BLOWS PER 10 20 30 '40 60 80 100 FT. 0 IT' " Cc l-f 4 l
- r o' M1~RE£A ~ROWN FINE SANDY 2 0
- WEATHERED ROGK, GNEISS I ~0/ ll
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i J .--~~I l __.i,_,i,._i..._.J...j_._'-' l ~8 BORING ANO SAMPLING MEETS ASTM D-1586 CORE DRILLING IAEETS ASTM D-2113 TEST BORING RECORD I PENETRATION IS THE NUMBER Of' IL.OWS Of 14<> LI'- HAMMER fALLING !O IN. REQUIRED TO DRIVE 1.-t IN. 1.D. SAMPLER I FT, NA-39 BORIN3 NO-~:.--::~-:- DA~ DRILLED 10-10-66
..,..- WATER TABLE, 24 HR.
- UNO!STU..SE;O UMPl..e!: - ~ WATER TABLE, I Hft. JOEi NO 5092
~- I so I % ftOCK CORE ft!:COV!ftY LOS! OF DRILLING WATUI LAW EHG~ERING TEST~Q CO.
r DEPTH FT. 0 Ot~CRIPTION ELEV 868' 60
- f'fNET~ATION~SLOWS PER FT.
10 20 ~ 40 60 80 100 r BADLY WEATHERED GRANITE GNEISS
- rr ..1. 0 BADLY WEATHERED GMN~TE GNiISS WITH CJ.A Y SEAMS NX 86~. ( '--'-*-
- - - 30'1/2
.I I r
i ! I BADLY vlEATHERED GRANITE GNEISS WiTH SAND SEAMS 8.SlL 1 i I ; NX ' I r 5% I i l I [ 8S1 ( I1 i
! 1-I I ll I
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[ 17. 67 FIRM BROWN GRAY MEDIUM TO FINE I i ' j I I MICACEOUS SILTY SAND .§48 .c ! I r 4 I
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l NO GROUND WATER ENCOUNTERED Page 1 of 2 L bis e'OAJNG AND SAMPLING MEETS ASTM D -l~U COflE DRILLING MEETS ASTM 0-2113 TEST BORING RECORD l PENETAATION JS THE NUM!!Eft 0F BLOWS OF !40 LB. HAMh4E" FALLINO 30 IN. REQUIRED TO DRIVE 1.4 IN. 1.0, SAMPLER I FT. BORIHG NO NA-40
- ......- WATER TABLE, 24 HR . DATE DRILLED ] 0-5-66
- Uf4DlST\fflBEO SAMPLE -- WATER TABLE, I HI\. JOO NO 5092 t I 50 j % "OCK CORE flltCOVf"V LOSS OF DRILLING WATER LAW EHGltiEERINe Tt!TIN~"""e-0.* "'
r Of.?Ttt fT. Dt:iCRIPTION El.cV 828 .:0 o
,;; PENETRATION-BLOWS PER FT.
TO 20 ao 40 60 80100 r 40.0 DENSE BROWN GREY MEDlUM TO FINE
- r 2.0 ~ACEQUS s*I,!;TY DENSE GREY AND SA~
WHITE COARSE TO l?INE MICACEOUS SILTY SAN"D WEATHERED 823.0
\
I r 47.0 - .~ - VERY DENSE GREY AND WHITE I
\ I!
r WEATHERED COARSE Tb FINE SILTY SAND 318.C l l ! r
! ll
[ S.J 3. C I J 1 I L r 61.0 BOB,ING TER1'11NATED r
- r f
t [ l l. L bjs SORlNG ANO SAMPLING MEETS ASTM 0-1!86 Pag;e 2 of 2 CORE DRILLING Mf:ETS ASTM o.:/W! TEST BORING RECORD L PEHETAATION IS THE Nl..liABER OF l!SLOWS OF !40 La HAI.U,iER BORING NO NA- 4 0
- i.
FALt.1MCll !O IN. REQUIRED TO DRIVE 1.4 IN. 1.D. !AMPLER I FT, DATE DRH.. 1..EO l0-S-66
~ WATER TABLE, 24 HR,
- UNOtSTIWIBEO SAMPI.E -~- WATER TABLE, I HIii!. .108 NO 5022 j ,oj' %. l'tOCI< COR~ fll£COV[ftV LOSS OF ORILLIN6 WATER LAW fNGINEERlHG TESTiNQ CO.
DEP'rH OESCR!PTION l:LEV
- PENETRATION-BLOWS PER FT.
FT. 794 0 10 20 ~ 40 GO 80 100 0 STIFF RED SANDY MICACEOUS CLAY
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STIFF RED SANDY MICACEOUS
'CLAY 5.0
~ 789 I r
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r i I 7$tf 10.0 tFIRM
- -GREY - -TAN - - MICACEOUS
- - SANDY - - - - /
i SILT I [ [, 15,0 '-- - - VERY STIFF BROWN SANDY MlCACEOlJ S SILT TAN WHITE 779 \-\1 T I [ 774, \ [ [ 769 I
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75ft. I I ! I I\ Page 1 of 2 bjs 8tNG AND SAMPLING MEETS ASTM D-1586 TEST BORING RECORD
.>RE ORILLINO MEETS ASTM D-2113 PfNETRATIOH IS THE NUMBER OF SLOWS OF M-0 LB. HAMMIER FALLING ~ IH. l'IEOUIRED TO DRIVE 1.4 IN. 1.0. SAMPLER I FT.
OORINO NO NA- 44 DATE ORll..LEO 3 / 6 / 67
- . - WATER TABLE, 24 HR.
- UN~BTllftDEO SAMPLE --v:- WA1ER TABLE, I till. JOS NO 4-503 1,0 I % l'tOCK CORE RECOVERY LOSS OF ORILLIN8 WATER
r DEPfH. it .....r 40 .t> HARD *t;rfowt-f irAN .,sANrit MtcAcEous*
- J 4,5.0
$1:~t *, ' ,* .
r 47.2 [. [ [
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-1. - - '
[ JI l " [' [ ' I 1: Page 2 of 2 l ~s c~~J~i,N~~Jl~ ~;~~ D~~rt o.,,*ue TEST BORING RECOR[) I P£~ET~TION. IS .. TH! NUMB.ER. OF* BLOWS OF ~ .LB. HA.MME~ NA- 44 Jl'ALLINq 50 IN .. JIIEOUfRED- T6 .bRIVt I.... IN. I.D, IS,t,,-APL,ER I n; BORINCJ HO
* *. . . ., . . ..,... WATEPt TABLE, 24 fiR. ~~ OR1LLED 3/6/67 J9B HO:_*_ __.:.;4.5..,03 I -
j 50 ! UN048T~e:l!0 S'AMPL~
% ftOCK CORE "ECOVERV
'"'"'.-V:-- WATER TABLE. I Hft.
- LOSS 'OF DRILLING WATER
01!:PTH ELEV II PEt'1ETRATION-IJLOW$ PER FT. f'T. 0 815 ' 8 o 10 20 30 4o eo
- eo 100 r , *0 TOPSOIL STIFF BROWN TAN SANDY, MICACEOUS SILT t"
810.8 r* II t* l' 80.5A 1' 11.0 ,-- -- *- STIFF BROWN SANDY r* MICACEOUS srtT r* . 00. E L *1 [1/4. 795.~ \ [ 21.0 j'__" - ....... -*-
-i 1- ~
VERY srrFF BROWN GREY SANDY Mic.,\CEOUS SILT
- t 790,8 I I-' J L 785.8 l t I l 35.0 -HARD GRAY - - -- -
SANPY MICACEOUS
- - 780. E SILT (WITH SOFT WEATHERED L GRANlTE G.NE IS S 775 .8 l L Page 1 of 3 l
Tf;ST BORING RECORD P£NfrRATIOH IS THE NUMBEA Of BLOWS OF l40 LB. .HAMMER F'AL.t.lNO ~ 1:H. ftEQVtRED TO DRIVE 1.4 IN. I.(). SAMPLER I FT, BORING NO Ni\~ 45
...- WI.TUI TABLI, 24 Hit ~:re ORILLEO; 3 /7 /67
- UNDIITUftHO S ~ ! - ~ WATER TAS!.E, I Hft. JOB NO 4503 I 50 I % ftOCK CORE ftl!CO'tlER'I' LOSS OF DAIL.LIN9 WAT£"
DEPTH DESCRIPTION ELEV
- PNETRATION-BLOWS PER FT.
Ft 40.0 _..... ~---- 775 8 0 10 20 30 46 60 80 100 I *-* I
- I I t" HARD GREY SANDY MICACEOUS SILT (WI TH SOFT WEATHERED ROCK ;
7-zq.~ ,.:..,_ i' I r I f!' f Z_65__* E 760.8 ! I i 755.8
- 750.8 I
'i l jjl1.S. 8
[__ 7l~O. 8 i [. j i [_ 79.2 NX i VERY SOFT GRANITE GNEISS f90o/. 735.8 I L Page 2 of 3
- l. RING ANO SAMPLIOO MEETS ASTM 0-l~H
.,.\JRE DRILLING MEETS ASTM 0- 211!
TEST BORING RECORD THE NUMBER Of BLOWS OF ~ La HAMMER P£H£TAATION IS FALLING ~ IN. "EQUIRED TO DRIVE 1.-4 IN. LO. SAMPLER I FT. 80Mi<3 NO NA-45 DATE DRILLED 3f 7f 6 J
-.,r WATEi. TABLE, 24 HR.
- UN'STUftD!D SAM?\.! ~OO NO c\503
[ bj! 50 j % l'IOCI< CORE IU'.COVERV
-- WATER TABLE, I Hft.
LOSS OF DRILLINO WA.UR
DEPTH DESCfllPTION ELEV
- PENETRATION-BLOWS PER FT.
Ft 10 20 30 ~o GO 80 100
~ 80. 0 VERY SOFT GRANITE GNEISS
*84. 2 i---:.
VERY SOFT HARD.GNEISS - 90 730. 85.3 - ---- --- .-NX VERY SOFT GRANlTE GNEISS 50 NX 88,3 -,--------1*...00 11 SOFT HARD GNEISS 89.2 MODERATELY HARD GRANITE GNEISS 1001-7_2_S__ .B_ _ _ _,._--+---+--+-+--1-1-1 90.3 CORING TERMINATED L [_ l_ L NO GROUND WATER E};C01.'i~TERED Page 3 of 3 L i.:100!NG AND SAMPl.lNG MEETS ASTM 0-1~06 TEST BORING RECORD ~ CORE DRILLING MtETS ASTM D- 2113 P£NETRATIOH l"ALLINO ~ IS THE NUhU!IEM Of' BL.OWS Oft l-40 LS. HA.MfitER IH. ftEQUIREO TO DRIVE 1.* IH. 1.0, !AMPLER t FT. BORING NO NA- 4 S
.....- WAT£" TASL.! 1 24 HR. DATE 0RIL.Lf.0_3/7/67
- lJHD(ITUftllEO SAMf)t.£ - ~ WATER TABLE, I Hit JOB NO 4503 I so I % rtOCK COIi! "ECOVEAV LOSS 01' DRILLING WATER
DEPTH ELEV 4111 P£NETRATIQN_.BLOWS PER FT, fJ:
'82-3. 9 0 10 20 30 '4() 60 80 100 0
1.0 :TOJ:S.O.IL trTIFF BROWN TAN SANDY .. Mr dAcEou s. *s Ii./r- * -- *
- I 10.0
\'ERY~TIFFGREYTAN SANDY- - -
MICAGE()US SILT \ 1808.~ L [ 2.0. 0 -HARD~-- GREY
. , - *-TAN- -WHITE -- -*
,SANDY MtcActous $ fi.T I'
- 2S,0 ~ -. -- -,, .,,-
Hi\RD .GR,EY SANDY MICACEOUS
-,. ~-.-. - ~
798 .9 T -SILT r 30. o 1---------,---,--*~....:....:--c..._...,_,..,, - * - - - - HARD GREY WHITE SANDY MlCACEOUS SILT (VERY t WEATHERED ROCK) 778. .9 L t 773.~
- l. Page 1 of 3 L ING. ANO SAMPLING MEETS ASTM 0.,1,0G TEST BORING RECORP COftE DRlLLIN~ MEE:TS ASTM 0.211! . '
- l PENETRATION? IS TKE N~BER OF BLOWS 01' '40 lB. HAMMER BORING .NO NA-46 fALLING !O iN. ft£QU1Fi£0 *to DAIVI! 1.4 *ut I.D. SAMPLER I Ft Mn: DRILLEQ
- J/2(67 .
.. UNDISTUfllBED SAMPL!:
....- WATER TABLE,24 HR.
~.:;;=- WATER TABLE, I Hfl!. J08 NO 4503 I ,o I % ftOCK CORE "ECOVE~Y LOSS 0,- PAILLINO '#ATI 11 bJ$
vc..- I H DESCRIPTION ELEV
- flENETRATION-BLOWS PER FT.
FT.
,~ 0 . o r----------------,,..._.-...,,..._7y...,3.:.:.i**i...c9:......;..o-~-;;.;.'o-.;:;.;20=---,:;:ao~40;:._..:::a~o-:-eo~~1~00 HARD GREY WHITE SANDY I
MIC.ACEOUS SILT (VERY WEATHERED ROCK)_ ! [763.9
~58. 9 753.9 748. 9 I
l i l I 7lf3. 9 I l I t 738.S j I.
- 79. 3 - -- _ l t,. VERY SOFT WEATHERED GRAY . *l . 733.5 I GRANITE L Page 2 of 3 I IORING ANO SAMPLING MEETS ASTM r ., DRILLING MEETS ASTM 0*2113 0-l~H TEST BORING RECORD
. iTRATION IS THE NIJMBE!lt OF 81.~ OF 140 LB. HAMMER BORIOO NO NA- 4 6 l _. ....-
FALLINO !O IN. ~EQUIR£0 TO ORIV! '*" IN. t.O. SAMPLtR l FT. WATER TABL! 1 24 HR. o.t.TI:: OR1LLEO 3/9/67
- L.j %
- ~
50 J IJNO!STl.lftee:o SAMPt.£ ftOCI< CORE ~ECO\IERY
-...:v-- WATER TABLE, I HR.
LOSS OF ORILI..IN8 WATE" JOB NO 45Q3
P&:P't'M DESCRIPTION ELEV
- f'£H£TRATIC>H,-BLOWS PEF! FT.
n 80.0 733,g, 10 20 30 40 00 100 VERY SOFT WEATHERED GRAY GNEISS
,63. 3 -*- - - - -
SOFT BLACK GRAY HARD GE 7~8.' GNEISS MQDERA.T.E1Ll:IABJ2...JilII GRAY
--t iJ HARD WHlTE GRAY GRANITE 723 .*9 90.3 BORING TERMINATED
.218~ f 713 .~
- I L
708 .9 rI 1. t I*: I i j ' t
- t. '. *l GRANITE
*2 SOFT BLACK GRAY HARD GNEISS Page 3 of 3 L NO GROUND WATER ENCOt:NTERED iOfttNO AMO SAMPLING MEETS ASTM D*l58a TEST BORING RECORO CORE DRILLING l.l!ET8 ASTM 0-211!
PENETfU.TIOH IS THE NUMBEft OF !LOWS Of' "40 La HAMMER ,OAIMO NQ _ NA-46 FALLING SO IH. ft!OUIR£0 TO DRIVE 1.4 IN. LO. $AMPLER I fl,
.....- WAT!PI TA81.f: 1 24 Hft.
OATE OR1L LED vvg 3/ 9/ 67 ~" . . UNDUI TIJft 9!0 . 9AMPL! """ NO 4503
-.:yr WATER TABLE, I Hit.
, .,o I % ltOCK COft[ ft!COV!R'r' L.0$S OF ORILLIN8 WATU
*OEPftl DEl;CRIPTIQN *E4EV
- PENETRATION-BLOWS PER Fi.
. F'r..
0 *i ~2 .li .0 (0,. 20 ;30.AO 60 :SO* 100 1.0 'l'(>PSOTiJ.J,-=--:-:-------,-----------1 STIFF BROWN TAN BANDY MI cibEQUS SILTY CLAY *
..'.;> .* 0 . -- - ~ --,, -- . - ..,,. - -:-- - ~- - - ,.... -*..:..
VERY STIFF BROWN TAN SANDY .
- Mi:CACJ30US stL'IT CLAY 812.4 20.0 807*.A VERY ST+FF B-RQWN TAN WHITE SANDY M,ICACEbtJS S1LTY CLAY J is.o HARD G,l1/2Y_ WHITE $ANDY MIQ\CE.OUS gQ2 .* L1
*SILT. (WI-TH SOME WEATHERED I I. .GRANITE) .
[ 797 .ti I L I 792.Li i L Page 1 of 2 L Al!NG AND SAMPLINl'J MEETS ASTM 0-1,16 CORE OAILLIN<J ME~T'S ASTM p.211'! . TEST BORING RECORD l o, NA-. 4 7 P£N£TRATIOH IS THE NUM9E,. OF BLOWS 140 LB. HAMMER BOftiNl'J HO . FALLING $0 IN, "EQUIRED TO DRIV~ 1.4 IN, tO. SAMPLER I_ F.T*
.....- WATEI' lAB~l 1 24 HR.
~.TE DRILL.ED.
- 3/ll /g7 JOB NO ..... 4503
- UNDIST'UftD!D _SAMPL.i -.:y.r WATER lABLE, I Hit I ~o I % ftoc1< coRE ftEcovERY LOSS Otr t>RILL_IN' WATU
.DESCRIPTION u 'f'+-O. 0 ...,...~~~.....,..~~~~~~~~~--r-~7~92:;..':..;;*4,!,.,**-ro........~*o~*.....:.20~_. ~:!..* ~"o~*~f.lb~*~e~o~109 HARD GRA v. *wHrri?. .SANDY * ** - **- *
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- 5 3 -~ 5 --- ;_' - ,;. .,.;_ ,;;_;;, - ,. :.,.: _,.:;.. .L.. ........ .:.. - - !"
. . , MODE-RAT&LY HARD WHITE,, GRAY 777. 4
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L L L ,, . ' L I L l L ., r.vRING AND SAMPl.lNO MEETS ASTflt D-ISH CORE "0RIL.LINO 'eiiEE'rs UNOISTU..HD
$~!
ASTl!C 0~2113 PENETRATION IS THE .NUMBER OF &LO~ OF HO. Li. . HAMMER fl'A,LLIN9 a0 IN. ftEQUIRED TQ DR!\I! 1,4 IP4. to. MMl>LER I FT.
.....- 'W4T£111. '
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OfP'Tti oesc,un10,. E' l ev. , rt . a ..:N£1 I\Al JON-8LOWS f'Eft f"T FT. 79G . ! 75<<:..2 1 "":1 UrJ. !.. r .; .. \~ry I'\ ['1jj~CUU' ..,, I tl 0 -------------------~~...,.-,~.,...,... ~-*i
'.;: tc "1-,n*' .,I * ~ Tr
- 1)/ ODlalned Bag sa~p le~ at o~ptM of: J lo I) ft!et
... ,:nr .1.* S.:n lj lo 23 feet 23 to JS fert 751. 2 35 to ~o Feec 7:,1 0 --------
"'t' ,--: .aod f J~r*,
I II
' Il r** i..it MH i .. ,. ,r.e t(.I Loit.r~
"**a 1
lns---c It-: 'Ut11.
"""' t.C C.) .j '~\,:(
Tu .., (* ",Ii II I II I
' -I l_*.,.:_'.lo.n -iJ** l**_d _ _ _ , _ . . . . _ _ _,_ _____1____. I I 1:
~J .0 I / ~,______.______,_ ,i_*....,__________
Gor[n-14 Tt1tni~~li!"rl ,.._l /!10 0 r,-.tor
.,..,.,-.e, ._,. ~ ,.,~f' .l 11>C: 1,u : r. ;'~ AS " "' 0- l t t , * \l"-* tti;. lLf1Ct .S *..,.""t..1,- .., .. <-C"TI .- s--iw Q ' t t*
i:o* c oo111 .... , .. ~ ... t t '? !. .-..~,.,. 0 ana TfST BOP.lttS P.ECO~O '-Cill.. O A ,._ .._, ,.. * **T~ A1,Y W 0..JI\ J:
.... !-ftU', .. .:," r * ,-t.. : - _.,. :.,, . ,,,,. : -~ .... c
'°': .. &. - - l*i,,, ..._ I'\ ""C ~ \. N * \
- Cf- l ~O , 0# , * ., Lil M"' !J~l.A 90Alfit.
- 10. f"'hl *-' A** -. *~ f Mf "f .._. Ill P * *a.* ,_ , ,a .- lollcfi ., a ~*-*t.-.
... ... L I. ' "'- ' " lh *tc.v1ii.1i;. 10 D'l l'II ( ~ " ... t. o. ~.-.-..n. c:11 I f 't'. O~T ( pqlL.LeO o/1,, * '""*'- '-'-1'1=. ,: ,,.., "'""'""'"L to o ~, 1. , * , ~ .
- o. , ........ r ~ 1"'
Joe .. o JOB NO . P.. Gf _2_,.,,_2_ *,.c:£ _I_ or _ 1_
O[r'TH OESCll l r'TION (ff:Y, ,ft,
- KN(lR.A TION 8l,0Yt' .5 P'(II r-r 0{f"Tt1 DfSC'NI ION Eltv. ,ft.
- tt"k£TRATION *8LOWS PER FT.
7'l5 "o *
- n. 7S0.6 0
1* ,* *o ** "' " 00 'tO.O J I F j l I
- fi r,n to Oen,.,_ Gray 8mwn
. t t '<ll Oc sc u,.,t- ~, , ~ica~eo~s Si lty rine lo tt~dl u~
r,ot" r "\e;l Sand Ui tn Poe* Pl~ce~ and 1race
.. Cd e,,.,; ..t I J (
- t -o::, ;. tt;::.es. .1nd
~
f.SCL'.
- c.f toaroe Sana
........ .. -..in-.. /~t..b l C
. *y :: t ; ~ f,. *t II
- I II I *~- J 785 .6 50.0 ------------ ----- .
- ..... I f i Il . Fir"' Gray Brown kic. .. c~ou:.
s ti <Y Fine to t'h.:(11Uffl S~nd
- tbycy I tc . "i h
""'"" 780 . l I I
I Cldye ~ 135
\1
.__ !7S.6 I t>2.0 no £ I
*,..l,. ~* JI tC' 5-5 i .. t Rt.s1duc11 - Fi rtr Tan E*o~,m Clayey
/lfl E, . I 5 i I ly firt* ,e l'lcdlu.. Srind ;
I l \I II 63.0 -- -- -- -- --------
-....... 7b,.o I 70.0
- [!;a~ ?r l~"Jt~:rf~ ~~~~s!il~~ 11 5e~?i~S
_ ~fLLJ'ru---.::.c!-t ~ * ..i~.: p ll- ~ _ _ Il 11?r 1 Pust ar,d Gri"* Vf"r)' "ti,., c,.-.,;, u~
..~ e , l ~ ,r.* Ho:,:-d 33 to >5. S h*,:t \1*, I I 72. 0
;,r.e Sond/ Silt II Ut:n5r Gn*, tro . . . n tti cac. Ou$ Silty s.. :u. 1H _.....,
-~; .. F 1\t tC, ,~c1rst: ~~ ,,;* :-h
-~
. ~-.:.="-
o;' ?.; tt la- I l y w.-.arht"red l * .c. , 7ilC,,{ ;:,.2 I
~ i". I I'I II ea .o _ _______________...__..__....___________.
- ss., I i\
*O* " "- _...,0 .S " ..11*1.u,u:; "4C.C?'~ ""*"'~ o tl \ 80tt*flot. ,.iu*. o S"'-W"1...I NC ""'""j, ,Al,TW 0,.U tC TEST 60P.IFJC P.ECOP.D C.Olf( t.- * ._, ,- :., ""'t. t.*J. A)'"' 0,. 1 11 )
TEST BORING RE:cono .;:ewe 0~1'-* , ... ~ l,11' [11, .... .., ... O I I II lt .,,t.,*** 10N , , 1'Pit. .. ._. .... , . fH' a. 1.0Jll,t 0' * *
- t. a.. ""A-.. *t.fl l""t..,.( *~ AT)Q,-. IS l'Mt:. ,-.,\#,..el.ti c;i U . O~L G# *** t.. * ~,.,.,.,.,.._fl
°' .. 1\ *
- t..\. ..,.;, :10 I "' al'C.U1Jll(O ,.0 O a1 \,,(. I 1"1. f - 0 , .. w, ._&JII f , t. ""-J..U'1:. ~" , ,._ *c UtACP TO O
- IVI' \ lh I O ._ .. w . .... ," 1 ,r
~ l.lNGtlTLIIUlC, 1*lr.f~\...l ...,Aftlt 'l' All.l , H " "
- fAQl 2_ _ 1 Or - * -
Jl'l,.\ l'C A l"Aet..C. , t '1fl I.
Core .o 0 'TH TT. S iz e£ E)cv * *
'.% R<!C ]10 £,t ft! l'CNETRATION -BLOWS PEIi n .
D a JO *0 I~ H 100 RQO OESCRll'T ION Elev. ,Ft.
- 795 6 11£HETIIATION-8U)WS PEIi FT l*
- 1 00 P*rtially Weatnere~ ~ock That Beco:nes Cr,1y Hicac,ou~ Silty Fine to Co;ars.e
! I I I' I
>aPd Uith ~try Mi~ac~ous lo"cs When Obtal~td 8a9 S4nplc, a L 5:o,riplc:d *50* 3" 0epchi of: t, 10 l 3 fee t 13 !() 23 ftel ?90.b I Cart:idc: Sit Refusal 70S.C. I '
-:1.:,rd li~ht Cray :1ica Gni:is-s.,
ll 85.1 Feet ery 23 to 33 i'e*t 33 l o *3 teer I I I I
~3 lU 53 I I'*
ct * -i,,,r ;,. ... ,,.. .. ,.., .. !l !IX fcH Sl co 58 f~e 11 91 700.~ 78 58 lO 62 Peet 785 (, I I I 69S.6 a.. i, I I I l I ' 97 83 ! II 690.f; 7/5.6 I t I Corir.g Ter~lnated ~c 95.7 Fec:t ln,,alled O?cn iut>c Obs.crvdt ion
\.ltd l to 99.7 Fc: .. t 770.6 Il cr .... ul"IJ~,t(tf ., : ,3. 3
'10ufj F..!..?t 1'rrcr 2~ ; lf II 7t,5.& I I I '
l I I I l 7G0.6 I I I ' I I I I ' l.
~0.0 7Sr;.6 !;
*o*UNC. A,c 0 ,.,u,,,LIHG MtC t.S. ... , , ... n--11 O ClQ,tlHC A.NO .lllro .. f'LIN C. Wll&'TI, A.51 .. 0 Ital (01' t ~IIUr,.1.f,.j:O _,,t_ ('f"S 4&.1.,. D , i ~
TEST BORING RECORD COll.t OfULLIHO. Mll'. T~ ll*T W C*Jl1:l TEST !!ORIN8 RECORD
~ .. ,.,. .___,,. ,~,. IS f"ll **ttJV .l. jit o, t., .:t W~ 0 " f *O t..W ""' "'"'" (
- 80J..ING NO n.--tl t*AT\ON I* , ... c HU IW*'-" o* . ... o-~ or uo 1..* ....... ...... ,..
- n. la.11. l,.l ,.G, 1 . IN AC.Q Ul fll:O 'TO C fU V &. 1 .. l k I , 0 . S>,r,,(~ i,.. lll, I l"T.
f'*H.Ll .,. C :JC ' " flll G'-f lil lO fO O IIIUV( I ,11 *- I O .......... rl. &llf f DATE OFU ~t..£ 0 OATf. O~ILLEC JOS l"f0 CH 1065P .108 HO A UNOUTU "af. O :s*w,.t_£ ""-"'l'C<II TA* L ir. J4 H"
~ UNOU,TIJ*a1:a ......... ._. ""'" Clll T"e L &, Jfi KA . , ,.ae_t_o.-_?_
t '
- J ... *.;,c-.. C"O *t *t <O*.,. **
wlA.'ft. 19 fA l t. f I 11A.
, ho I 'ii 110, < co .. , lll \'l)V~1lV ,,, _,.AT(" TA*\.*, ' " **
n.
*~
OES<R ll'TtON 0£/'TH 0£1.Cllll'TION l1e11. ,ft. e KNf.TllAYION*BLO" ~tit El"* * , ft.
- n'.NETllAYION *BLOW~ PEN FL rr. 796 - ~
755 60 0
- o *o ()0 a 10 l ~ 10 H' I 0 100 0 '*" 10 1
II I Fill - Fir-it. R~J Jno Cray 8town
~tldiOed bag 54~ple~ at Mic:act!ous Silty Fioe Lo t"\r.dium ~ano
- ,<-pChi of. ~ to i3 feel IJ lC 23 feet 23 to 33 Fe.,l 33 10 i,3 re~\.
750.6
""' tt, Trace of Coarse Sand 791.~ I I, I lt:i SJ SB lO ~J F<<<<l to 58 F~er tu 1,2 F~<t 7~S.6 - Clayey 9 ro 10.S feer B
~
786.4
!I ii Il I
!I I I! I I! f 740.6 . 781.4 I .,
~
I I I I III
-rtav*Y 15 ro 16.5 F~et l I .**
rn,.6
~
~-ri, 776.4 I III I I
I II lii 1 I
,- I
!:.,rin~ fe .--*r. ... t rJ H Bor, ng Cav~d *~O \.let at
~.~
37 7
'-"cet Fc"r I 771.1, I *' . I
,I
;, te r 24 "lours I I I ii t
~
~ 1u., -. il ,
I t I I, Rc:s h.!unl - Fi rm Orat>gc Cray aro...n n,caceous 5, lty Fin~ to M~O iun Sand l! / I *'I l I 761.~
*I Ii l . i I
j
- O l\- 1""~ -".,;o ~---*L1 .. c. .,.l.t.t":l AIT* 0 J>*,
40.0 O,QJlltNC. AHO S<'\-..,-"-lhG ,-.c..&TS M'l'M 0-- 1IU 75b.\ I ll I . CO"-l D"ILU"'-' ""t.t. t~ A..C'lN D*llll TEST SORING RECORD COIi.i. D ll!l,dNG M Cf..TI 4.1iTM 0 -1 1 IJ TEST eORIN8 RECORD
~.,.f T*AYiQ -. ,S. "J',.. 1, ,-"'u *1. 1'. o , :ti.,CWJ OI 140 L* MA ... fo({fl 80RINC NO. K,-.trll.A JION II, "f*tt. NVM*l' 'l OP * \..0 1111 o, UJ L a *t ,W ... £~
* ... \.~lNC. '10 ltt. ,._tQl,JrACQ 70 0.flll\l( I 4 , ,_ , I. 0, f,AW# .., lll \ n .
80PlfiCi tfO
~A -..&.~NC. li= lh ftl2.J i 1tlO 10 01"1Vf I ., *I/If t. D ~ i.i\1'lt:1'\..I,- t ,-"t. OAH: ORILLEO O.AT( Oki\ _co CH lO&SP JOD l'/0 .
108 HO.
~ tJ,tO(S Tv* ct Q ..... , L.
PAC. ( _ 2_0F_2_
~ UNOIJTU,-1<<0 l,\ilPU WATSIII Tll81i.l, J6 f"IA ~ PAGt_ l _OF_?_
I** I, W1'71* TA ll. ' ,u1 .. 1,a f ..... ac:f( 1.,Cfll' ACC.0'41'*¥
~l:1--" .:o *c * * ,ova."'"
Otl'T>< OESCR1n10l't Elev. ,F t.* ~Nf.TIU.TION ILOWS PER FT. rr. 756 4 0 10 0 *O IO I 10
~
~
.. - ~ Fl t.a;,:c::,h.1> ~, p., rin~ to
" l)r
" ra
,~< . i"'
n 1 S:i.o.l
- <i..,j Obtained Bag ,~~pies at o~pthsof: 3 co 13 f'ect IJ to 23 Fe.et 23 to 33 . 6 feet 791.1 751 .4 3).6 to ~3 Feer
.s - ----- Fir,.., Ru~t to Mc-diu w Sdnd Gray ttlc.acc:o..,;. Silty fine I
~
786.
/41>.' I I'
11 ~ so-o ,. 50*3 " Part,~1 It_ ,.,c:'at.!'ll!r~d /lock lnac 8!_:?"'~ 781
.. .c1roi ae 81 t :ic: U~df at 53 .4 rut C.ori ng Tt"t rdl'1d tec at S).4 feet
~taltc~ Op~n lwO~ 0fl$C!rvat ion
*.._. I l to S3 ~ , ~et 776, 711 . 1, II
*i.r-oy l.Jn 11i<o::.o,..i 5; l ty fine Cc.Jr~~ 'SA'"'d \..'~~,. s 1--j\ 1L*d "' I 7G6 .
I I ~0 . 0 756.
._,.,,.C AHO .,,. .... ,._j,.,C:, UC.& T* A'ST ... 0--UI I o.-,,..c AHO ...... , .. 1'"-0 ........... A.STIii( f>.U **
co1,1 c ~-*1..~1 ,.c;. wt.c l", A.l'fN 0 ., , , , TEST CORIHG RECORD C0Rl Otl l ~LfHC Wit.TS ~ST .,_ 0..'tl'll TEST !IORIH8 RECORD 1,,,:,1,,. I-~ trt.._\~~*hC.N I) P *( N\Jw*t..4 0,- 8'-0"'"t, 011 UI '-a t1AWWtill 80IHH'G NO . NARw
- 14 ll't:ttct-.*T"IOh '" TWC ,..u ... " or & t...OWJ o, *** L a . HA .. M (J\
aoR,NG NO
*4
- 1.. aa , ... IOIC. !;IWf "°CO 10 OIIIVt I * , ,. I. 0 .AMII',._.,. t ., . 6/20/J'J ll'A\o C.I ,.(. ,10 I"'
- 111(~ UUt(O f Q Oll;IVI[ 1 4 l flJ l, 0 , IAM,.. ~ lA 1 ,.r OAH. OA l L:..CO C }: 1; DATE OAI\..LE O 0 (II '..;[,SP c,, I : U!t~
R ,._,.CH IT v ,a* o *Av"L& "'AT&" TA&l,..C. J-6 ._.,t
)06 NO PM,£_2_0F 2
~ v,u11u, n, fl!l*t.o **w* LI lllll\l'I:" 'lA*t..l , U M* ,
JOB NO
~AQt _l_Qf _ _ 2_
I*~\,*~~* co*t. *tcova
- f" W 4 T t
- T A*~ll. I MIi OMf'"', I 1* , .... *oc,. ;. GIil&. lltcova" v WA1ttt "'C'A
- l-1, f L.01S o,.-
C) llltl.t,..I NO "' -'l'C.11
~w tNCiN[f',tfr.C rr; ~r ;NG c.o~_,~,... ...
Co re OU'TH O£SCllll'TION Size DESClll"110N Elev. ,Fr.'* rr. n;NCTJll4TI ON -8lDWS PEIi &1 756 4 10 10 10 *o lO I ~ I QO 0
"* Rec 9 . 10 *o ~ ... IO 10 00 bta ,r,~d Sag Sampl .s .. t o,oths of : 3 ta IJ "~t;."t 23 to 33.6 Fcc:I fi ll - Loo!c and fir~ Micaccous Silty Fine. to 11..:cJ i iJ:t, Saod I
I ~I I l li! 2] F~e t
?*.1 t I ""J le,.,.,. :rnt ,1 .:H 4J.u
..JJ -~Elli Ft_;C:[ 751. t m 791.0 I
t Iii I
].O
'l.0 R~>id~al - ,irm Dark bCaY. Hi caceous Si It~* Fine ro Hcdi ,,m S.nil lli en Ro,k f'ra90e ar s Partially ~eachercd Ro~k Thal BecOfllC>
Gray 3rown ttic~ceou~ Silty Fine to
- 86 :i
\ I' !q.~I f I l l
Coa r~e ~ ..,no \./he r, Samp t :d I I l .-!, 12.0 I II I loose and Firm Gra.y Sro-,n tHcacreu! Si1 LJ" f'lnc to ttL!d tu, .. S..;,11t1 "*th Rock I I fragments and Trace of Coarse Sand ni1.c
&l t n... ol l I I
I I I 2).0 f'irm Hra<vn "-icaceous r ine G, .. ve lly C\4yey iillf Fine tu Co.rs* Sdnd
... '71 ll !A I I I I
I ZJ.O P~rtlally lle*thered Rock Tha t 80 omc~
°",. I I I I I I ..'
! 11 Gray Brc,.vn Micac~oui Sllcy ~lne to I
Co r s~ Sat1d 76(.,0 I11 30.0 7it3~"'{7iruy ~nil froi,,:, n1:llo~n.:1!
~ ':I.i!~.-.Ll:.!!.!,!-~t'lt!!n_ _ _ _
31 ~ I I I
,.~
Il1:: *~ P~r t l~ ll y u~~t~ ~r~d Pocl T~.t 8cCOO>C5 r.ray iJro,...-i .., ;c.:,c~0t.1S S.dty r t tt\; f.L;
~o tt..-4lu,ft S,1n '../it..n S\li I .:~t'l-<"1- .... th.Jt
. ~~tr lc-d 7&1.0 Ii' l 'I ..*
~o.o 7S6.o :I '
~,c. ,-s o,-ua* & OAJ N G AHO SA.MP L.1 ... c:. ,-(('J;a. ASTM D - uu.
- s. O ~ ll'WC -.NO S.*Wfr\, lhi:;:
C.Cl f\t. O"IL.l.tN G ¥I'll ~ .-.>'lt,; V ,111
.-U:ltill TEST BO~INS RECORD C.01\l Ol'U\o.LlNO .,_tt:1'$ *OM O
- J1lJ TEST BORING Re'.CC~D r=l"ftTtlitAf'IO,... ~ -,,'i& " '-" ~ * *
- 01"
- L.C: twa c,- U, Qt t..*. ,.....,14,-Cft 90AJNC- NO "'-"'C.'Yfi.AT'O" IS TNC: HUM.I.II! OP *t..CIU o* '"" i- ... HA* ... e.A
,..~ ... Ll "'C:. lC .... lll. Qu,. 1.c TO o ... ,..... t * , .... 1. 0 , JJAWt' t. &lli t l'T.
DATE DRILLED G;:0.179 1A i..LJ N C ,SQ lk tu:Qu nu ::o l'O Cllit,IVC I* ' "* I. 0 . .IAlllh, 1.11 l n . A tE DAI 1.EO JOB N O Ch 1065P }08 '< 0 ~ 1.l"f01STVfl l 0 SAW,1- ( WATIOI T A. LC, 1 4 Hlll . PI\Gt_<_oF_l_
~ 1,o1!'101:)1>J"*l.O $..AW,.LC: WATlfl TAaL<<-, 14 ri R . PAGE _,_b, __2_
I u ; ... IIOC:W. CO IC£ llt:C.OV(fll ~ W..._T&fl 1'"-al.C, I ""
- I I, u AOc.c- .:o,tc. 11.~covtJt.Y WATl'a 'tAlt....l. J ..... ..
LAW ENGINEERING TEHtl'<C COM>.:.,v
Core Size OEl'fH O[KRll'TION
- J:EH[TIIATIOll *BI.OWS P£1! FT Elev * .F t-* nNEH1.-. r10N11Lows *Ell FT.
I, .. Rt'c 756 oq ,. lQ )0 ,o ** ,o 100 IIQO 0
"* Elev ** Fe.
7q ~ . 0 ,. ,a ,o ** ., tn ,, I r T i *I
***rtoJ)ll y Ii* ;11.,r~o q ~* T: ~\ ~*cr.'""!S '
2.J
.. _., a,o""n N.,c:,r~~-, ,
- 1
....~ , '-~t\~?r_;___:._1_1__~c., .-h,n*
t.o II ~I Obtained Bag Sam;,le al o~prhs of
- ,r &r~-,
~1tdiw1i Sar,ay 'Silt
'lrc,w" " lf'actt'ltrt rtnc ~o 7SI .o r
*I 3 to 9- 2 Feet 7'11 0 I '
I! ,ill I III
.i) .
,~ I P,,,-r ally u,.i 1,~rf:'d Ro:.l.. fhl[ f-~(l'jt:'f.'5, 11 C.re-, 3 ~ n ,-..
- C'.vCCGt..~ 5 I ' r r l to
£" ~,H ~-
(..3r-Y.e,Q1.J::"t Ce
~, n
.:)* 'r
' ~
- ci*.i~U to /loaerat~ly ti.rd 81ao:J, r, \ !O
.; ~ fet:t ano 7lo6 .0 I
I I i: 7!6 l) I I I' Soring Terminated ar 9.2 Fe~c er~ ,-~'=-~~S..:.!_!t~t' I b
,. .. l,r
- lo
----*- II~
'.Jc.). 1-1... r-lng Uo Grounowate:r E.nccunteroed Dur i ng I I
~r
~
1.=.:... VCI Ye.ty ~IJfr,t ..,c;~t~h.: in9 F\{ Gier ~IL.J 100 Thts tn~estiyation I I
,~1.0 11 I
I . I I r nc..c or in; Tnr.inaced ar 59 . 0 feet Ii
*rs al lo:d O;, n TuDC U:i~crv.at ion It 1.,:11 to Gr~\J"~*" er
*j\)u rs SI J" .:ec
,il{ 40. :i fc:i?t. Jl.ftar l4 t
I .I j I I
.I I
I I
~sc:1. c,leJ Il I I I I I I
- i i I f l ,11 I
*0 11 1..-,:. .-,f'oO .>*11111,-1,,.1..,Q w*<<- T1. ASTllol 0-11 1* ao ,r.,,..(l AWO .SAW' I H Q. Ml:*n A-'T .. 0 h*C (O*t ';fP_.._ "': ""tt TS AfTW: Jtl.1 TEST eOiWiO RECORO COit \. OtlfLL,l,.Q *lLU A-$l._ 01111 TEST BORING RECO~O rc.. .. ,., ** T*O .. IS '"' ' ,...., ... t . o, a:,Ol'tS. O F **o l,** r*"'M .. t:lll t"'t'NtTllt--.TIOH IS TN£ Nuw *ir
- 0 .. lo .. , 0~ ,*
- L.. ,. ....... ft fl~?.. -1 ......
°' '"'"-'"'.,. 1,* , ... 0- SA..-fLIII f'A;,_1..IH~ JO '"'-- J:tl.CHJla,C.() T' O o
- i"r , . ....... . 0, , .. ,., L t.It 1 ,'T
'J) ,r,, lll(.QVlJot&.C ,-0 0 , !¥1. t I ' T OATl O?tc.LlO JOS ,-..o n, IMS~ JOI NO lr-l H v .. o,,.tuaalo a*w* L.< _,.Al l.fl TA.I L i , U MIi . , .-c. E_2_0f_2._
~ u,..o,,,u11*to ,.-. .. ,1.., ,. AGE _ _ 1 _o,
""-'Tf.11 ,,.ei..t.. f tt~.
J t* t.,_ flt'>C~ ~-.c: ltit,..OVt.*v f ,o J.... 11oc" co ,iaa fllccov&111*
E l @v *
- Fr .
- IICNCTIU-T !O/, -I LO W~ n ~
.,. 0 ESCl\ll'T ION [l i,v *
- Ft. * "1: N £T KA flO N *BL o w1 PE R FT* OO'Tt!
n. OUCR l l'TION 7S(,. 0 f'T .
* ,11 'i, .) .~ !'>t.' < ert~IN" 796. 0 10 l ~ ]0 ,o 60 a, 00 40.0 --------------------..---;.:...~. . . .~...~...-LJ,.,.**
Fi r m Oran!Jt! Tan Cray ll icaccous S i lt y 0
,:,::-.,,c:v'"' ~, I er f tr,!'! [? t\ C; II
' ' ~, ~ fi ne to l'\cdlvm Sand
-,J,p 1 ~5,.:1:. ot . ... , < Sa111.1
- E I
~
791.0
.""i
~
I 78f..O I I 781.0 \ i\ I
~~lcual . *------- -- *---
H Sti I :" c' ..i "t"t"l,wft 776.0 ~
,, ,I 58.0 Dens e i an Cray ll i cac<<>us Si lty fine to t!ed iUlll Sand Very St iff Tan Brown Hic.:scrous F ifle
( ftne ~o Cc*r~~ ~dncy C J~C) S 11 t Sandy Sitt Firm Qrdnqe 1,>n Cray 111 f i n:e to ,'1ro i vc-, ~and c.aceou~ 5i I y 77! .0 65.0 ....... ---------------1 Partial I) ~~athe r ed Rock Th t Beco~es 7 I. (l Tan Gray llicaceous S i lty frne to f!; Coarse Sand o~d Dar, Sro,,n Mic3Ct~us
~ ';ilty Fine to Medium S;,nd l.,r,<n 76i,.O Sampled 72 i. .O Soll Zon, 71 to /4 feet 7r,1.o 721.
~
I
~
,sr..o 80.0 --------------....:L--r.._-,1,,_ 71
- II
_;;_..,:.....;.....;;......:...:.......11
.- o * ,,. I. , .. :, ,JAW.,L I"- w .r .t T t ~-,. 1,1 Od lll. tfC A I H C: A l't0 SAWl'l.lHQ .. C&.Tl AlT.. 0- h t l CO .._ L O ... t._1,.1,-; .,.C. C.Tl -.i'l llll :>111 J TEST BORIN8 RECORD CO flC, O .. I Ll,.I H (; .... e ,1- ... , ,..., 0.1,u TEST BORING RECOAO ~ ... c,a * *io-. *~ , ~ ... ~ IMC. H , ,,
1"" NV *
- C: *
,.t,l \11 -ic o O f' &L.CU,t~
I Q 0 111:t YL L* u , o, U ,CI L .
'* C f'1 AW"' f
- IAliil, L l,t l ,-T. 712179 Jlll ( Nt'"l., A TIO l'l t S 1W l
,Al.Lf"'C:. J O l H lf.\J ,-atfll Q t'
- 1..0fr'I f'IC fi.Vl~CQ '1"0 Q !'II IV II -
- Qf' hU lh I l,. nA*W t "-
O . J-,w.,- i., (A l l' 'T , llORl l'fG NO , OA f E QSUL.LE.0 7/:/n OA'TE ORrLlEO CH IOlSP q ..,.,.:a;sru* etc "" .. "'--* -4. f ( " T" Al t... l'. U .. II . JOI! HO . PAC £ _1_c,F_J_ ~ u~01,r1.111 1 1 0 '".w"LJ JO c NO PA C[_2_ or _ _3_ u I, ll OC:K. co *a. A. tcov111v
'tt Al (A TA* L t., , K Iii.
v.w CNGIN(fRl'IG TESTING co~*PA#IV J ,. l.,., 1110._~ CO fU *I. COY U IY
Elev .. Fe.
- 716 o P£N[.TJIA'f l0f'(,8LOWS P£M. FT OU'TH n-.
OESCR i "TIO .. Elev . ,re. ..
- 756 O 10 I ..
aE"kCT M;AT10N...a , CJW!t fEJI to ,~ n OG I JO
'*" )G a l G 11, *o 0 f
_Pa~~*ath.-rcd F.oc~ Tl'\ot St"c-O.Ties 1, J I I l I CcrDiuc !:I t Refus,> l al a, 0 fe.:.t Obtained Sag Samples ar I I a..,, i rrg f~r!'Ai r. .att:d ,>l 81. 0 f.eu O,p hs of, J to 13 Feet 13 CO 23 Fe,:t 23 to J3 Feet 7'31. 0 I I ~ I II I l <1 H~l l~d Ope11 Tuc.e Oo~en,;i t icn 33 to 37 fe.ot 37 to ~a f e.e.t I'f l
..-c I l III to 8 1 .0 trct Gr c,. r r! . A t c:-r ,H 4!!.J Ft~et Aftc- r 24 786.0 4\l)..it .o_..
781.0 II;* II l4 r1 Gr dY ~. i coce-ou5 Silty fine to I Co.:ir~~ Sera an<! Oarl< Br n rticaceous
~"'-Y F it.c ,., i:,-.' . SJ rt1 lr en 776 .0
~ ,,..;- t :::d l :
I. I I I 771.0 I I 11 I I I l I I I 766.0 I I II I 1, I I I 761 0 I
* ' I I I I
1 I I I I
*I Ij I I 40.0 Encounler~d Rc>ldual Soi\
8or,nq lerminatco ar aocu,-.o I I
' ~6.o I
J
.it I
feet
~0 0 Fc,el 7:, 1; u II I I I I l
- n*t '"f"lt **o .._..,..,., , .,.G .,,, c,., .. i--.. w o-,, , .,. ANO l~M,\..1""4 t.llf LYI A~TW U U H CO~t. O**\.\..t"lt. ""'°C.t. '. S "')'tj,# 0 ,Ill)
TEST BORIMQ RECORD C'OAt. O flOll.111,, C "46:C.Ti A.ll'M O
- J.IH TEST ISORINQ RECORD
&ORl""G r,.O
,._ .... , , ... ,.. ..,tow,:. 'Tl'<it: PIV ........ 1) 11' ' "-c,-* 01" ...... "~ U ..M<tA li0Flt/'4G NO ~"'*11111 .... rtos tJ. ,.NI ""1,,1""'*'" a ,
- L.oW* o, 1,0 u . """*t"
- -.4. ... ** f. n t -"'I. 1llChlU,CQ to : - ,v, . .. ,.., t o. _} ..... ~i'.#11 I ,,. OATE OIUL~CO 712! 79 .... ~ \.,.1NC lO I N **a.v* lll:CO TO c * ,vt 1, & , ... f . D . J:AM1l.fllf I f'f'.
o.-.Tc ORII..Ll:C Cli .0 &$1' JOB NO.
~
JOI! MO. PAGf. _J_ Of _J_ VNO ltT\Jlla~o I-A MI'~ Wl"A.'T"l. lll 'l A*L.&. 14 till.. ,.-.ce_l_oF_I_ l U' f ... oo\)(;I( .;g,-,4 ,a~C.OvCf'Y
-,r;,A'fl'ft TA*\..t:, t HA.
0 ,,,,. Ot'.l'TH 0£5': IU l'TION (\1:v.,f(.
- tl.H£T 1t A1"10N *BlOW~ ,eR fT Cl ev
- Ft. e '1:NtTR ATIOtHILOWS PtA fT .
r.. fT . 751,_9 791, 9 Jn a o ~o 10 ,. 00 0 fill - Firm l\t!,d and Tan bro..n c~~Y \ I f I II - f, rm R~d. and T3n Brnwo Gray M; caceo u s Si I t *t F' l ne i.o Mi?'d. i u.,.. Saod
~,rn lratr of Co~r!c Sand 7\H .9 I
llicaceous SI 1 ty floe l" t\"dirn i* ;, .. .i With Trace of Coarse Sand
]51.9 /
)I I I I
* ( :o)i..:)
- C ' *, ey
) u, f... 5
'j .
feet S to l I
- 0 F~.: t
~ 7i!&.,
1
\
Res id11a I
- Fl rm Orange 8rown Gray Hicaceou, Sil~y f ine t o McJiom S~nd 1
781 ., I "Y *s ~ to. rcat l'"""i
~ m,.9
\ S7.0 s: ,i f Tan Slac~ Hicoceo~, fi n~ S~rdy Si It 61.0 Firm Da rk Gray VHY Micac~a";. Silly Fine 10 Coarse Sand 771. ~ 731 .')
65.0
,......, ?66 . 9 I
Very S,iff a no Hard A~,t Br~.n and 1 h1 te OliY~ Gr.O)' V~ry Micace-ou~ Fin~ to Co~ r s~ )anoy Silt
)
--"' il l l r,cJ u$f 0 n s. 31 to )2. S ftet 7 1. 0 1rl"'I .,.no Oc;:fl<Se Cray Ver( ,H cac~ou1 r S, lty fine to Coa r se ~and !
Jf, -~ 7?1 -J t I 75.0 1 - - - - - - - - - - - - - - - - - - 1 Part:ally \l~Athcrt<d Roe Thn t 6-.H.. errrie.s Dar~ GrH n ish Gra f Ve ry n,c-lC.l'Ou> Si I ry tine to Medium Si\ra~ \Jhen l J:::1 7S6 -9' I\
~11mrled
?8
- 3 ,._C'-3--',b'--,.,-1:-6_i_l ~;l ~ . 9 f U t cJrinn , t"rm1n~re-J a 7o.t;; fee t itf *1
. JC'?"'\.ultr.,d&,.!fo~:t-!**Er .. -r:.b~r;. . ~-'::~' .Jed 1 to ,s. J SO*!lf'IC. A-.0 IA .., ,01,.1 .. ~ ""'t.<<T .I ""' -'",-"' 0-U,1& -c.O-.l. Q
- 1, *'~ *~lT.1 ,1H T .. 0 2"1')
TEST SOR UfG RE CO P. D C OAfi C-JltLI..IN.;:.. W(l..rl AS1't'- O a;t 1 1. TEST BORII-JS RECORD
.-c; ha. r 11o-. 11 ~,- U, "It-it. NU,.. . (, 0*
- t..Otio'l Qt, t
- t L. t , "4A,,. \t E-. ,.f.rp,:tr'. 1,.1JJ~;
. ,.~i j?,,-,.1.. !t'r)~r.~lJ.rro/~.11... e~r~~~ lr,. .. tO"thC N:0 r"\, t.,l r.C. )1 ' " *t.~u, ,. 1..0 ro t>tOV( 1 c ! .., I D ........ .. L(}l t ~ ,. ,,,.,~u,,it; io *"" lil'tt.. \ofl"LO T O c *i v.- ** , .. I o . .), ....... ,.._('fll I "
c.-.tL u,u ~1..e:.i; Joe ,oe "o
~ '-'"'01.1.t ... <<
- t. 0 ,. .... . L.i:
NO . PAGE_l_ _ or_2_ ~ Vh0t").T\l11l*<<D ~ ""' "L( ,,.i;. _-'__ o.-_-_' I t' H 110, : o ,,
- 1.(0V<"
~ .* 1, f\OCrt Ci.1 11111c. ,u:c...:v( ~'1
o sc,un-,oN
.. *~*~
DU'Tl1 e tEN[lRAT JOl\ tit.OWi rtR FT Elev. ,fl. 1ft D 10
- D la I 10 ~0.0 " 7Sl..'l 10 ?G ' ,,~
0 I Obtained 8.ig 5~.-,plcs a t t Ot>tained s~~ S,:,* .~ les ~t
'.lt-plM of c J to 13 feet l :1 lv .~ ru*, /91.9 Dcptn, of: J to 13 Fee t 13 to 10 feet 70 to 10 re~(
30 to l,O Fet:t 751.9 lII I I I t.
- I I
20 \G }0 Fc~t 1,0 to ~a f~et r ' ;
~o I
F~~t ~8 to !,2 I JC
~o co lO 48 rt!:1!t Feet I I I I 46 \C, 52 feet 786.9 I
7~f;.') II I I
, I I'
I I 52.0 781.9 Soring Ten-n,na1ed ut 52.0 Feet r,o Croun 1',..4ter Encount~r*d Ourin!J 1 hi ~ t n., c:;rl~~t ion I I I III I ' 776.':; ' I! I j 771-9 II I I ' I I Jui, . ~ I I I I I 'I II ' I I I Il I 761.9 I I I ' I ' t 756.!J II I I f ttti 't ,..,!; ANO f.lll,i* LJ -"" C. "'11."l'S A.11"'-' 0-U U *.Oflllt~C A,.0 1-A. .. P'L IHG MC..1T~ A~TM 0
- 1*11 Cfj*l C,lll1L.,.JMO ...,tt.1') ,.,,,. ... 0-.Hll TEST aORIHS RECORD CON&. Q,-;ILLll'\G ..-If.TS A&fW D J'l1J TEST 80RIN8 RECORD tiAA w* l7~
"1:""I T ll!.A"T l :,t, ,s "f),tt Nvw *CII o, *'-OWi 01' 140 L . ""'WW[.JII l!OAING .. 0 . "'C.H&.l"tlllATIO,_. IS Ttt< ,,,U,.. * £* Of'
- L0*1 Or 1f t '- * "4 A.-..- £*
.. ..... i..H*G: lC I "' AC.QoJ*llCO 'TO 0 1uvc l 4, ,-. f O 1AWl'l... Jf t ,.,. 6/1,/~ ""' '-~l .,_.C. 'I ') i,.. 1u:Q\l .... f'0 0 TO OAIVC. ' 4 1N . 1 0 0 * .s,..l,.Wl'-.. lill 1 ~T ..
D"Tt. ORtLL(O OAT£ O'RU..L.CO Ch IO~SP JDti H(J
~ ., ... o,~T'U
- t O ' ""'"'"i>\,.f w"'"' a."' ,..., . ...... ** Ha. f AGE _I_ Of _2__
~ u-.0unH1arQ 1-.w,LI WAT&JI TA*\.. I , U NA. P.t.C(._2
__ 0f'_-_ 1 t , .... fltO< ... c:o "&. ,-.._covc.*_. WA.'T'J.- TA;
- L l . 1 ...
LAW £ rtGIN(LtHNG C'~ flNC COM,_A,.4'\' j .a* , .... l!'\UCff, (;01'1& IR~CO\/ IAY
"'At&~ l Ae L A, I "" "
- LAW E'.NGINfE~JNG T£Sft('o.1,,o co,-.t P1', ""
Core Size lJ(l'T;, C TT OESCJtll"TIO .. e El .. v . ,f"t.
- 741 S OENCT"ATIOtHl.lOWS PER fT.
I" JO 0 ** 10 I 10 RQO OEl"TN OlS.C:MlrTION Very l'l r.J \.i,iht Cr..1y ,uca Cirn.. J!ii~, V.:.,*,
- t. l Rec.
Elev , Ft 1111 *. \n '1 ft 1ft ,n .. .. '
- l't:N(lilA TIOf'f ttt.O*tt~ f'[,::t fl 04 1111 iI Ft.et i c~~ I - Sl i r R-,~ b,c,....n Fint: to SI lght llc,.the.rlng
- thH~l!' s.n:!y Cl.,ycy Si It rt:>d~rac"ly Severe Jy 10 lomplet,;ly 'IX n<>.s 1 wc:.th1:r~d ZoNe 4 I. 6 to 42.6 F,et 9.. *65(, ,;
l
~ I i
!>l I Cf
\..\.iOSC:
10 VH l? \'1':"q* '1 Si I ty Fin~
... ,.u:.;!.:-1s t(., ttc.diun I I I'
$(If\~
731.S I Coring lcr~in,t~d t *J .6 ff!cl I I
- \
I ;.- I ln,tall~d Open l~be Observation 1.'el l to ~7.6 Fcet 2~ l
--- I Gr""oun1'"'~ter- a;: 12.~ *cf!t llft~r 726.S I\ Hours I,
---------- - - - I ft rn dr 1 l1 ..0\.<<'" ~u<
.. 8r<' Cra*1 I
,..,, C.1..,.,,u'S, f -~r.=
Sdtf f l¢ t"'-\,)i~ 121.s 1) . I I , I'
------ :.:"". l 1 cartially Cr~y e,._. . .
~c~l ht:re.j ~oc. .... lhat l"itcac~ou~ :Si 11y rit,ft- to
"~,...t Voen )a,mJlc Bc!CO:,Zt!S hti,. ,
!SO*S
- I 11 I
lo I I I Soi I Zone 26.5 (0 29 f<'ct l I I I P.ir:," I I y ..:, .- r~.c re~ ao~ ... i"nr Bec."):"f'tc!I 711.5
! I II Ii
~
- ti 'Ji , ~( ;'iy 11iC:OC<<:CvS ; sa~J/
' I t_:. :~- L; .i{'fZl~*
. I ..:.1~1'1J..t!_
II I I
,~rco Roci..
,ot ,.;aJ t 706.5 I '
.C., . . ,c.k ut
-er,- ~~,
3,t {Z.- f /1" Ola) Rc:lvial 3].b t 1,;C t
-, ,g'-l Cir*y "4i:::J nt""iS'>, v~ry SI, ~a: 1.',.-,i th!'.:f' i 119 ro Fresh H~
96 101 * ., I .' I 83 . lIlII I I I
*a"'"- .... ;) '"'"L H Q M&c. r; A),T .... D-1~ .-, aOPtl,.G ANO SAMPl,,.I .. ~ MCl.n A$Tlril ~ I UI" co*t. c*,..,.,, .. ,: w.trT"s. .... r ... =i-1,n TEST DORlt-J8 RECORD COAt. OIIULLU*C loilCt'U ASTM. C -i 1l1 TEST BORING RECORO ai..o., 6011, .. G flO
--1, ... . , , "
- T*o"' n, ~..,., .,.iJ**t.* o~ itLO.W~ o r uo La ~ * .,. .. ," _.,,.. .. ,ftA f"*ONI 1$ Tt4C r,,:,,.ui11(.a OP 0~ 1*0 U , ... ,. .... , .
,..,,. ... ,.,~ ,ai I . . . . , .. v,<<tO TO c.11.,,.., ' ,.. I. c.. IA...
- l , ,. bl 51 7') .. ... 1-1..,,..c. JO ,,._ ilt1Qv1*to TO 0"* 1 ,1 . ... I,. O 1A .. ~1,.lfl; Y1' 0Alt URILL£.0 CH i06SP- JOI r,o.
P1 .-. . ou.n.. ~al.0 i.*"-* JOB NO ,
,,.GE_,_ 0r_z_ ~ u-.ai*rv ,*a. o , ,...,..,L._ "-"-T._* TA.*'-'* * .16 tUI , ,.t.cf.._2_or_2._
f 1* f ... 1to:* co*<<: "'Lcovc.*<r I *H , ... ltOCIC t:'O~f'. IIEC.OV I["" W4TC& l'All,..I , I tta
Approx. OEn-t< OESCFtlPTION Approx .
- l"l;NC.RATIOl'<*OLOWS rE R n DESCAlf'T&ON a PENETRATION*II LOW$ PER FT.
El"!.v., Ft. fT. Elev., ft. 79e,!: 0 ~0.0 ,,
&~ 0 10 10 ll 40 to &a I U0
~ i I !
fi 11-firr P,.Owfl nd Cr~y Micac~nui f'i 11-F'I rm Cray Bro~m lilcaceous Silty I Si lty Fine to ~edi~T. ~and Fine to t\Cdium Sano I I I .I
~
)91
- 751
._, . I
. l I
I,...,; I I II j I I I I 786 7~6 r I I I
!is,;, I
....... Pl I I I I I sz.6
~~s1duat-Fi rro Tan Brown Mlcaceous
*- -, II 781 I Very s i I ty ; i oe: lO 1'1~d h.111' Sand /Iii I
~* i I ,,
~
~
iI
....so:
77t., Partially Vuth<'.r-ed Ro<-k 736 ~-- . I I I I 11 I 171 731 I' II . Clay~) ot 2~.o feel lbw.: I ' I
~
7b6 726 lI I j I I I [ I I .
' I l
-n , I 721 I
I I I II
"""-- I I l I f II !
]7.2 Carbide Bit Refusal at 77.2 e.et ~)(
JS6 I I 80.0 light Gr3y Mica Grei<s 100
*1, I I
I t e.o,_,,.. o A ,,. O ~ .-.Mfl'1a.lhO .,.t-<.n MT"" o~u u *oft1Na AHU ,.,.,..,.,.LINO M(.l-T.S- AITM D
- hH CQA(. o* , ... :.*"10 .. l*T~ l"tSfM C"I ttU TEST soRma RECORD CORL CUll ~UH(; ...,ELTS. 4 S"Y-W g ~ tt')
TEST BORING R:::CORD IIAfl .. *l
-t..,..t1'"- ' "0 a, 'T"tt l. ,._ Uloll*I." O P a i,,,..O "') Q,- 148 '-** t1A... M({J1 BORIUG NCJ. 1 P1Nt.l' IUII T\ON a "tt(.f. ,.. V W6f'llt; 0,- & LOWI Ofl h i L* * ..,.., ,.,..._C ..
&O.Rtr.c; tvO .
,,,,.., .. 1;. ,,. ,u. v1 *<e
- o r**Vf' ' *" ,.,. , o. ;;*"'"'-C." , "T. 0,-.1 E. CR I L. L £0
-Li..
- h~ .J O IN . kC-Q1,,,H*CO TO C.'°'IVC: I 4, IN 1, 0 *"..,;"°*"' 1 r"f. 0.ATE. tHHl..l..[O :. *. * *-
108 tlO. Cl! IOu~P JO& NO ~ UH~U.lUA*tO _...,_,,, I. ( WAU.IIL TAIIH,.'-. :U f-111 , PAGE_l_ of _3_
~ ON:)IJ.TUM6LO S:AMP'LI WATCa T'AeLA", .f * .....
'** !, *ot"" :011.< "-CC. Ov ~ *v WATt.l ~A U, t '11\. I t.11 , ._ .. .>c,c c.o*f. Atc.ovc11v WATCa TAa~I. I Nill,,.
Approx.. DUTH Approx. C,£5C RIPTI0N
- r£NORATl0t4 *BL0WS PER n. 0ESCRIPTION Elev., FL e P£NETR.An0N &t.OV.S l'ER fl (lev., fl. RQO l'T.
71 6~- 0 10 io JO 40 ,o ~o I 00 0 7%-~ 0 t Li ght Cray Mic* Gneiss 'IX fill-Loo~* to Flm ~r0wn an~ Gr3y
,o:i ~icaceo~s Silty Fi ne to Co~r*~ Sand
-- 711 I I
!orir.9 r~rni i rn ct:: U IOftlN,Q. AND '"Ml"L.tNQ. W.l.t.T * *sTM o-.nu CO-At 0*11,.1,..lrU:. .., (E'T$ Al 'f M 0*'111l TEST BORING RE'CORD co*c OAlt,Ut'G ... a , """ O. *tU TEST BORING RECORD n " ' ( '1' MA T I Q "' I> h*I[ hl,JM,*'" o,- 01,,.0 .... , 01" u .o 1..a . " " ... MCI!: O0RIN0 NO. ~ENt1'ftA1"lQN. IS lhl: NUMt<<.- 0,.. IL.OWi o, hO LI 1t~trii,._ li _ ~01\11,!; NO
,-. \., '""' Ci 2C 1,- M[QIJ ~CQ TO ::~1VL L* Ill , t. o. 1'"'-""f'-fdl I 1"1.
DA fE 0Rlll£0 11,:,/" 0 , ... 1,,...._,,.,c. JO 'N~ .LQUl~tD TO o*tvt. I~* , ... . . . o . .S:ANrLCfl I ,-y OAT£. DA*\.LEO JOB NO . JO& NO . ~ ~ ,_O J.ST\J;f;l(.C J;.-WPL( PAGE_J_Of_J_
~ UkOIS.fU'l.£0. 1-....,t..l ~ WA.TC.a 1'Al ..,C. , 14 H'I .
PAt.t__!...nr.l-WA'ft* t--.lt..l., t ~-* i '- * \ * ~ Cle* w: n *r t.C0\.1-I-* LJIW trlt11NEERINO tl:.~f<NC COl.<*,lll'I' J .U t -. lllOCf( tO** '-1'-CO Vltli\l' v.w ENCINEEIIING Tl~T 1r,c; COM*AN*
l'f>< OESClll'T10r< App r ox .
- PE"'ETIV, Tto,i 8LOWS PER FT OEPT '1 OESCRIPTIO,N Approx.
- 1'£NETRATtOt1 BLOWS PfR FT.
r Elev ., fc. FT. Ehsv. , Ft. 756 ~ o 10 20 JO
- C u *q 100 Bo.o 716 ,, 0 10 10 lC'
- U *1 I~ lt;G
- 80. 7 Fi l l-Fir~ Sro,..n ~nd Gray 1icac~ou~
S Jty rinc to Codr)e ~and
~'
+
I I Carbide elt Refvs~l ot 80 7 * ., .. t I II i. III 751.~ J I I Doring lerntinoccd lit 80,7 feet 71 I. ~ I II 74£..4 I I !I I. lI I*. Ii I I I I I 511Dhtly ,14y~y Jl ~8.0 fe*C
~)-~
I I '1 1 I
' I w
, ~ , .4 I I
I II I I r,r; 7)6.; ' L I I I [!""-' 711. ~ II I
' I li:.a; I I I; rossi!>te FilJ-~irM !rol,ri t'\icai:eouS, 5ilcy Fini: 10 .ed i 01* San.:1
<a=
/21..1; 1 I i' I
~c-)-
ray
.:1u..i.
- 5., , ty d .,.IT*
f"j r n f o Ve ,'\:.l t S,e ,.
~*~4c~~~~
Or"""
- n r,n~ !c
,__ 721.4 I\ ~ I I !I l !
\ I 71&. 1,
- r-,. i-..
I'- I I I o ._ . ,.. o ANO .IA,.,,.\,. 1"4(. -.-cc.Ts Al f M 0-.-UU BOIIUt,G. At,10 1-.Ul"t. l NG MI.C. T I ASTM 0-UH O J't O"1"'1,..1,-G Ml(l~ Ai"M 0-*11'1 TEST BORIU8 RECORD COf\l DAU.LI NC Mt t:T5 ASl'M a .a, 12 TEST BORIMB RECORD
! 1't:Tll4T'O1'j IS THC u,...,11t c,, ' "'O ftf 0,. HC 1,.,a. ,. .. ,.u.. , j \ ~OAINC NO J'E.Nf.TR ATIO H IS fNC HUMll"A o, lt..O.il o, U0 La . P'A.M¥l.* BORING NO AL~ t,,(! u: ;k_ klQ t.t* *to TO o*tY't I 4 .,.. I. D S,\.W .. l.-1.il 1, " '*
DATE DlhLL£0 rAL L lNC 10 1H , ,u: o u nu:o TO OJlJVt i.* lN.. I, o. :$AM,.L..t.t\ l P"f. OAT( 0~11,.1,.C.O Cr 1063? JO it NO, JOB NO
~ \U*Ol .,TU-,-CU'.I t. .\M,~l "fATt.a T AII..E", :U H.111 . PAGC _ 2
__ OF _3__ ~ UHOlll'Ul\*&.D J.AMl'Lt.. WATUl TA"tL*, 14 NII.. PAce._J_or_l__
, ....
- oclt C'1*u:. IUlO\il'<<-AY W411,t\ TAl t..C. I MJI ,
,. , 1,. vncK COttC lit&CUVtltiV ti.A.rift T-Aar...i., 1 H*-
*~
- >CSCRIPTtON Approx,.
- Y(Nt:T RATION-ll~OW5 PER FT.
Eltv., l't. 796 5 0 20 30
- O ~ft ,a I 00 f"ill*firm to Dens.- 6rown , Gray Fill-Finn Gray 8rown Mlcaceous Oll,1 Aed 8 rr,...,n 11 t CiiCenos. Sll ty Sllty Fin~ to Coarse ~and f inc (.O ric.:lhm1 SaoJ
.,..... 751. 5
~
i
~
786.S so.o 1---- -------------1 Residual-firm Red e,.,...n Cl~yey j SJ...!_l'l.£.!._n ~ ~ I ~<1!'2,.. _____ f'i rm R~d Br01.n and 6ro,,n S 11 ty 181.S fine to llcJi1;-:i Sand
~
~
776.S
~ I l.la.i..
]71.!,
d J Puii l J,, 1,,.,rht:t<*d P.ocl Tkn I to . ; Sec""'** Grov ~ic~ccous !llty fin~* Carbide Bit Refusal at 70.4 *~~c 714 J
..... I Light Gray Kica Gneiss
- o -J 761. I i
I 7~o.S 80.0
,,ll HC"c11um S..i _-,J ~,.~n ~",n.,,Ju.J
- OJ1:1 f'f :. A>- 0 AA '- ' - r,.G t.U::ll'T~ A'I.T W C* l,SSt. eo"l"'C, ,..NO 5A .. rL t,.C. i,,t(.C1"S .... ,T ... a., ***
COJllL ORll,.,Ll "-,;c .wS:C.TS A~T .. 0-31 U TEST BORIHG RECORD CO~L o,u .. Ll!'fQ Mt;iTS
- IT'4 0- , 1u TEST BORING RECORD
"'1:'9&..T ... ... .. ,o~ n. ,.." C: t..VW.C,.k or *L O W11 Q ,. l *O ~-- t,,o ......... ,.( ,..CT,W,JllOH , .. TH<<: ,.v.... ," o, llfLO .... o,_ uo Lil. '"'"M ... lkl\ 'Af..Lt ... .,. l :> ,M MLQLnf\£0 1"0 OJIIVC 1,4 Ut f. 0.. '"'"'"\..~ft 1 n. .. .... ~uNC: 1* ' "' ,lfCQUl'IC.O 'TO c-.*~& 1.4 IN ~ ,. c. MWP\..t'( 1 rT" OAT'[ ORILLEO JCS NO. ~ UIJ'OJ > TVIIII L C JAlolP'LI' W,1,l"~II f/JtLE, H ti lll , P... Ge_1_ oF_3_ ~ Vk01$TU,a~o SAMfl"L( WATC.'4 Tl.SL( , H kA. PAG£ _:__ OF _l_ U f ... 110,-. '"oat 'A CCOV<IIY WA1'[R TMI L£. 1 NII~ I.AW ENGINE::111/iG f(STINCl ro ... , ....... I ~o f ... .toe"" c~~I£. Ac.co,,iu,v WAll:R 1A L,&, 1 rtA. LAW ENG*'IEi~ING TES1' *tiC (;QM~,U;v
.,trru Appro><. Elev., Ft . 711, ,; a t 9~NETRATIOl'f*BLOW5 PER FT. 10 10 lO *o go an 100 0 DEPTH n OESCRll"llOH Appro>t, Elev .. ft.
];lo.Oo
- OU.El RAT IOIHjLOWS PER FT .
10 JO co
- - - - - - - - -----,--..,..:;,__,;;;;,---,---,.---1....;.~r.-'-Hf Q (Q lI t ,;, a.,. ic* Gneiss Fill-firm Tan, Brown and Gr~y 11lcaccous Silry Fine to llediu:n tu:
JO 711. S S3nd
!!I I
- 1ot.s I
Su 101.s II Corln9 lrmlr,ac,c ,H 95.6 f-cet Roe~ at 26 .S to 2e.o F~el 7/f. 0 I Fi 11-F, nn Gray Bro,m Si \ty Fine
' to Coarse Sand I 1ll.O aOlll'lffC ~" D iAM~Lll'tG )lll(. l)- ASl,. ~O ** *Ofll,-Q ANO SA .. r~ll'fG ,..t.E'f.S AiTt,1. o.-,J.a t LOlltt. 0"1.;..\.tAC ... ,1r-s ,..s,w o.:.,,.i TEST BORl~G RECORD COJcf. ClAll.. LIMC: lil i.£.1"$ AffM O*lt1S TEST BORIN8 RECORD
,u., .... ., .. o, or i.o BORING HO. IIA; .-21 80Plt4:C r~O
"'"'L,. .. AflQ,.. IS ,. .. &. dl..O'lllfl La *** ..,. ... ,:,_ HN'CTA'-.TIO,., IS' Tttlt' NVMaff\ a, 8\..0WS or ua \,, ... ,...,.,.--,cA
... L:.., ... c )lll , ,. _ llo(QVHUO ro Q"1V( , . .. '"' I. 0 S,11.MflL.l~ l ,r. OAT[ ORllLEO fAl.1.IP"IC )0 J,., ttt<! WM CO rp OAIVf I,_ 11'. I. D. ,.Al*ll1Lfh t f'T OAT£ ORll\ CO JOG f-10. JOB NO.
.....,,-j 4 U,-.:Jt.5TU.r..b£C .$ Af<V \..L WAlt." TAeL.I., 1, HA . PA.r.e_3_o,.J.._ ~ Uh0iSTOQa£D S.A.Mh.. < ,,..A'Tl/11 T~*i.t... u HR . PAGE_I_ Of _J__
1.0 I, *oc.c co .. , RtcoYtlllY WAT'(1' TAa\.l, l ... a. LAW ENCINCERING TE:Sl ING COMPANY J ,c. I"- 1\0!;,t C.OA( "'eC.OVCA.V WATlA TAU..[.. 1 H~.
Aoprox. O(l'TH Appri>x *
- l"ENETAA TIC N O O'n l. Pt.A ,-y 0£.S.CRJPT IOH Elev ., Ft.
- PEN£TnATtON e~ows P£R rr. El""*. rt.
TT. 7(6 no 10 ?C '!0- 40 (~ Ill IQ 0 AQO 80.0,.. ____________________.,.1~1~*- n~o; - - -l~0:.,.~2¥~:...~l~o-.*6::.....;,'0::..,~*:'...l. O Light Gray Mic~ Gnels~ I I !l ! I I iI ; II F d 1-f l ""' to Oc!n§~ c, .ly ft niwn ~ Silly f1oc co Coar~c 5~no
~
7Sl.O l! 711 ~ I J
.... I/
Slightly Clayey ot ~8 .0 Feet l , -_ _ _ _ _ _ _ _ _ _ _ _ _ __,. I!- 7~1> 0 I 37 7<l6 O iii': 100
~t:
) , It y l '" Id t ,. 'f*r. FiC'J f ,1~ to ,.. -1
~ ,...,._,:, N f C ii..CO\J~
"" ~ 4 hf .O *I 70 1, ()
r,rrn ;.,. " SJ, ""r , -*C-.. 1-u, V...:- .,.
...... I ...._
1
"!i-1 IC.t' Fire Scitoa.
~ 7l6.0 cSG.O 82 f;rn ~lo~k *Od Cray Sill) Ve1y ~
rlicilteou~ Fine totte.e l urt Eu!nd
... i th .. o:, l' 5 ro"n F 1 ~ 'ia ,1dy ~ i I t IO). l 1 - - - - - -
'* - - *- - - - - - - - - - - 1.__J 1 f'ar t '" I I y , . t " re1 II * * .,, " F!?'-'--ll-')..:l:....:*..:o +---i---+-+-r---l---l:..+...!..4 Cor ln9 Terminated al 103.4 fte,.c I !:::
"i l l
8<<;:f< ".., 'i uf."'- n'1 ";f'.ll\ "",r:.."" .. ,...,l.l~ I
~i l f :'" tt" '""'"'~I :....,. _J.-,.,,. ~ soa I" J~ty O ~n ~~
Mic,~~~~ fine to Coar~ ~and Sl~ck o~d Cray 126.0 I ' I!I
'I '
II
~ ! I I
- I I' I
*- - - -- - ~ - - - - - - -- -P"~r7...;z;;.1_._c,;-- -;---t- -t--t-l-.-t++t 50 u"
' K II C I I I l
I 0 Sd*pltd 0 71&.n >0* I** I ii ! l aic,o ... c; AhO ..... . ,...Lt,..C M (I.YS AST ... *OClh(o: A.NC 1.~ .. L.* .... G ~c-:<<n A.Sf"l4 o.u,-t: C.OUI[ O"H.t..tNC "' £'-1'1 .& STW 0-UU 0, " ' *
- TEST BORING RECORD co*, OlltlLLiN; WC£'TS AlT,. ().JI 11 TEST BORING RECORD UO~ING NO . DORU",C. NO
~l"'eT*,,.10,- IA T""< "'"Mllli(,. o, tLOWifS o.- hO t.e * ..-A.M.,.t:ll "t.HCT*4',TIO,._ IS 'ttfC Nl,l . . . ltfl 0,. a~OW5 Qpl ,4t L. , t*A~HC"
,- ,_._,.. ... .: .JC ., ft(' .111,to fO :-~**Jr I * , ,.. I_ o . 1,.. .., .......
- n-. DAlE OAfllE'O 2/S/!!0 *At..1,,INO lO 11'1-.. l't.\lVIPll"O TCJ O h*L ' * \ti I, .C.. J.tirt,W#t.. .. il t ,T.
CH ICciSP Joe NO JOil NO .
~ \,llh0l i.TUA *o 54..,,-._._ WAlt.M Tl'l *t.L.. 1* Htt. '-"G£_2__ OF _J_ ~ ur.OIITV"-*o .... .,~. ,AGL_3_ OF 2._
'f'JATC* TA. 1..C.. I Ht'.
f ,. , ... MC('\ co*~ ~C'.CO.,UtV f ,. ' " ., ,. . ~ c.o *c .,.,.~ovs..*'t'
O[l'TH O(~AfPTION Ap~rox.
- PEr;E fllATION*8LOWS PEA rT. DEPTH Apprc~.
OESCRll'TlON
- n. Elev., f--r. FT. £ ~ *., f l, C 796! o JO 70 .JO tD ,o PO UlO ~0.0 .,,~! 0 to 10 lO *l f_o ,o f~Q eoring !I r i I led ~s fnn~ *r lrput r!ole for Cru,s-nulc SJrvey I
I I
... l~st Level 75l II It 7SI I I
]86 I I 'i I '1 Tt:s-t Lcvt:I 781 I I i I I 776 59. ~
- Test Leve I 7}6 1
.... Te<t Lev~I 171 731 766 11 j I
... f rs t le"*~ 1 761 ]2l I j If
~
- l< )c ( l e' Y!.'1 1
'5c 79.l _ lt!Sl Level 80.
*ON.,.~ *110 S.AMM_.1MD *,u.: c1s ... s""' 0 *5** *OMl~,C. A""O SAi.u*LI .. G .,.,_CT, AA--r'"' 0-U*C CCf. f 0** 1- L1,-t; j,,,l(T5 4t.T"" O-:rq,1 TEST BORING RECORD cn,ca DIIIIIL\,.lnO ..... , .. -,5,,.. O*J'U 'J TEST BORING RECORD l"'f..,<. '""'-T :>,... 1$- ,,.,., "'"'.,*<* ol' *t..o ... i e r *** u . ".,.,..,.," &OJHNG NO PCt,<ClAA"tlQr,1 lj. TH. NU,..QIII or *LOW~ 01' , ** Ut. riA,*,uu:* SORtNG NO
*i, .* ,?
,,,,. * * , ~c. J., ... JILQVl'l&c;. TO O*tvc , .... .... I, c>. *--~~*-- t f"T. OA~E 01\ILLEO 'A'-""(. .H I, IN fllt:Qu,,u:: o TO g*1vll[ * ~* '"'- ,. \I. SAMIIILl.111 I n-. OATL Q"jll...CO .i : '"' ~"'
JOB NO . J08 NO. r11 lf'. {, tp
~ ll/rllOIS,lV'l;e1lO SAlllll'L.!. WAT(M 1"A* l.-'-, 2* HIii . PA!iE_l_ of _J_ ~ UN'Of&TU**LO .,.,,.,ui,,1-.(.
~ACE_2 __ 0f_J__
I u 1-.. Aoc.i< co.-* .111r:c.ovc"'.,. frAt(H TAOLt:, I LOS \ tut. 0 1' Dllll l,.l"C V.AT(a LAW ENGIN(£R1NC TES> lNli CO"PAllY I I, Sc Roe* C'a1t& *cc:o ....c 1111 v
OV'TH DESCRIPTION Approx. o PEHETRA Tf0N4!1.0W1 ~ER FT.
- n. Elev., ft.
80.0 7;6! 0 JO to JO *o GO a~ 100 I 84.6 -T~~t Level 711 Tue Level E. 10 LI ght. Gray ritca Gneiss 1,x 71
- 93. 0 Coring fermlnated ot 93.0 F~el 701 I 11 601llN ""o ~ ...... ,~.~c; Mt;.°CT.. AST"" 0-u,1 C-011.C Q"1,1L1,.1.k<io M~l.tl, "STM O*Jl1J TEST BORING RECORD
,.CH('TAA.1"104'1. ,,. 'fkl. .. u""-al-.. Otl aLO'lilrfl. 0" , ** \.I , ............. Cfll ao1w,c NO.
,ALL*HC. JO t""' oll~Q\Jl .. li:0 TO Ojlto\,1£ t.* IM i. O. ~"'"'°"LCfl t n-. CATE DRILLED
~/27/80 JOB NO.
CH IO&SP
~ UNOl.lfURaa.g Sollr,WI"\..( WAT&,._ 1'Aa~. 14 ~JI.
PAGf.2.....oF.2.._ I l~
,o AotK r ;.,.*t. 11cc..:,v1.11¥ flAtt* 1AI\.I I N*._,
LAW fNCINCE"ING T£HtNG CO ... PANV
1rerracon P!:!9$
*1
.. -- ~-'
qf 1,
'S11.;1)' SANQ to SANDY SILi (FILL), brown/ firie to tn'e'diuin,mic~¢eqµs, tjairip. , ,* , , * - -* * * * * *
- SjlTY *sANQ to SANOY Sil' .
T (FILL),:qs ag(,)yf:f.
.PARTIALLYWEATHERl;O ROCK.A.ND*~APROWTE, gneissro; hfgt:i' quartz
" confoht. * * * ** *
- SAPROLITE, gray lo,i,)laol,, S~ndySill; mica6f:lous. gnelsslc, Auger refusal at25\
Tenni:on 521 Clemson Road, Coluintif.i, SOUi!\ Carolina 29229
' . Pho~ 80Z..f141*9'0o:l, F;il(; 80l-74'f,990:l,
- GEOLOGIST LOG 1rerracon
- Pr<fett; J
Oconee NticlearStallon $SF Client: ,o* conee Date Started:
- Nuc1ear stat*ion*
Date Completed: . , Project Number: Screen: 73067007 Borir19Nifel!: Well Construction Data Page 1 of 2
. 6!13i06 . . 6/16/09 2" {O.0i0)Slotteci PVC From: 16-To:* 36
*oggei.: By:- Coordinates: F'acR:
1---,.---,,--~c_. S_u_d_d_e_th_ _--~_ _ _ _N__3_._5____E__8___ *,3____---#2 Flller~'?.rum..--~;,;;;;;;---'-..;..:..'-'----'--'-- From: 1-1 -To: .'36 Dn!ling Co.: SAED'A. cco Driller: ,,:seal: 1,-,--,--.,..--'~*=-*'=-'"~--t::::-,-.,......,._-,--_,_....;.;R;;..,.M_l_!le~r----,.=--:-B=e-*1119Qilu Pell!;;!"' From: 12 ~ to: 1t. MethOd: Equiprnent
- Grout; HSA 'Gus Pech GP~"l100E . ..J?.m1!fillli..CACL~n1 From: 0-Tci: 12 Boring Depth (ft. : TOC Eievr1tlon: Inner Casing: *
' 36.0 795:83 .2 Sbll'-40 PVC Boring Diamet~r (_in)_: GW level: Time/Date: Outer Casing/Stick Up: .
- 8. 0 :r. 17.49 7/18(06 Pr .e.ciiv.~.Elvlib..MO.V.OU:Ui..C.Q.\:'.=0r"--,-_ __,..,._
gi W!iill ci Description
£ Di<!ail
- i Air excavation performed 0-8'. Nolithalogic satnples 0-8'.
6
- 8 SILTY SAND {FILL), red, iine, poorly graded, damp, micacaous.
SILTY SAND (FILL), brovm, fine to rnedium,\vell graded, mk;aceous, damp. 21 10 I i 12
,4
-, \
)I 1 "10 10 11 SILTY SAND {FILL}. brown, line lo meoiurn grained, well graded, rnlcacei:;ius, damp.
J 161 "t=
"~
S?. c, 1;s 5012" SAPROLITE, Silty Sang, red to gray, tine to medluni, clamp,
~1 0
£
!'§ t:J
~
~
~
,_ 221
<> ~~.:
No split spoon recovery,
~
., ~::,. 0 9 l!l z ii!
"'"'a
~
24~ 1emlcon 621 Clem~on Road, Colvmb:a, Soulh Carolina 2t122fJ Phone: 803-7t.1-9:,0t1, Fa:r.:'803*741-990:l
- GEOLOGIST LOG lrerracan
- er
_
- o*.cqnee. 'N µcIear_s** 1*_a*t*,on SSF Project:
t * *
*. Jeq : Oconee Niiclearsta.tion .
P.age 2 of 2
£ Well 0.
ll>* 0 D~tail 50/0" SAPROLITE, tan to da*rk brown,,Sil~y ~ancl to $ancj, fi11e tocm;ir$¢, POClrly.
.,. *!Jijdii~; weL SAP~OLITE, Ian lo darl( brown, Silty Sand ~o Sand, fine to:r..oa~e. *poorly 34 graded, wet. * -
- Au.,ger r~ft*s~I a.t ~6' 3~ --l----l-,---l-----1.:!!......:..J..-:-'-,---,--,,..,..--,.....,..._ _ _ ___,.._ _ _ _-,-_ _-"-.,.-,----'----l.:.,.2=-~ 3~
- Boring iermi:nated. al .36: ** . -i la *O C) lli C!)
w
~
(lj
~
c; I.,
~:1---L---l....:..._ _.1..._ _ -'----L--.!..-----~---------------------'----<---=i g
- !& . . Terracon 521 *C1arnso1i. Ro~d, Coli1rnb1a, South Carotfna 29229
<:> Pheinc.: 803'*7*11-9000. Fax: 8~*741*0900 9L----,-;..____,_ _ _ _ _ _ _ _ _ _ _.:___ _ _....;,____..;.__;.._.,...._.,..;_..;;.._ _ _ __,__ _ _ _ _-'--_ _ _ _ _ _- '
GEOL..OGIST .~OG 1rerracon
- Date;$tatted: * .
_*6/15/06 ,' Oaie*.Compteted: .- _
*. 6/16/06 Proje'ctNumber.*
- *. . 73067007
.- -,Boring/Well:_
Weil Con~tructi6n Data' SMW-3 Logged By; . . Coormnates: _* * - . :C: Suddeth
- N 35 E.83' Drilling Co~: . . . * **
- DriJ!e,r;
- Seal: _ . . . .-
, .: .SAEDACCO R-,~~il!er . . -- ..B..en!Qnite P~llets* . *From; 5 ~ ifo: 8
- Method:
. _HSA
*; Equipni~nt:
. .Gus Pech GP-1100E
- Grout:
* : Portland (&ment w~
-~~ From: 0
- To: 5 BoringDepth.{ft.): _* :roe Elevation_: _ Iloner Qasirig: *
- _" . _ _
- 20,0 . . 795.78 . 2 Sch-40. PVC ..
Boring Dic1rr\eter'.(int -
, _*, s.o
- .c:
£0. Well 13.
Q) .Description (l) 0 Detail 0.
~.2
- 0. l
'i
..::11 6
u 5 7
- . Terra~o 521 Clemson RoaU,.Columb:a, Soum Cnrolina,29229
- Plle:ie: 803,'7<11'90:JO; Faic: 603-71,1-9900 .
1rertacon
- *Pa.ge 1' of 2
'-r,;
l}
.14*~***.*
't,:
. *.*.* Sl~n' Ji(\Nt>: (FILL), l:)r:ow.ii, iilif.l fo medium :graJped, :Well gt~cied, m.1~c~pu~,*\~eL *
'** ' I
*16 .*
GEOLOGIST LOG 1rerracon
- : Proj$ct: .Qc:onee:Nuclear Stati.oJJ SSF Page :2 'of 2 Descriµ,tion
~::::::
- SAND {Flll),. ci~rk. broi.vn, me~rum to coarse grained, som:c gravel, well
_* * *
- graded, saturated.
~*:* :,- , SAN~ ~rid *.ci*Vi;L (FILq, -rn~dium to yery c;oarse g~iried, wen grc:!detj,
*
- on¢wood fragment, saturated. (Photo tc1ken)
- _
- SAPROLITE, gray to whit~. ~ilty,Sand, gray to while, fine \o medium g*rain~d; w~II g~~pea, gn,eissic., saturat(c!cl. . .
SAP.ROLiTE, brov,ri; s'ufy Sand lo .Sandy Silt, fine grained, micaceous, wet. 30 ** Prill 28' ~ 34' With no sampling .. 32
- 32 Augerr¢fusal a!-34'.
34--i---!----+---'-l---+:.c.-.:..~~,-----=-.,._,,.~.,,.,....---------------------,--+--""* BorinQ terrn(ncitetfat 3.4',
~
Ct*
'i 8 !:i I'
I
~
C)
~
__.1._-"--------'-"-----'---------'---..;;._---------'---t
~1-___;:__......1_ __.___ _..1__ ~ ~ T r.l'l'.ictin . _
l5 *52f Clen1son*Rqati, Columbia, South Cilro!ina 292~9
. Phc,r.c: 803--7-41-!lriCO, Fl.ldl!l~'l41-990:l 9L---------,------------,-------------------------------------------'
eo11,
~ T)JJ t "f.
O!:.t,Ctlll'TION. Sll':'1: l'IH. Cl.(Y. 0 P W .u+c>C ..::.:,w...;µ, . . ., * * "llif,l'I ........_... 796 5 - . 791 JO - 1/bb 15 - ---
~81
.20
- 776
.r
- 25 -
?71 30 - Carbide Refusal at 31 .0 1 Hard to Yer"y Ha rd, Light Gray,
.--.~
766 3 l. 0' to J9, lj I , med. to 51. , _ 3I. 1-,ea the red (granitic gneiss) Banded Gran it, c Gneiss, medi1:1m'" grained 40 NX 35 - 68 761 39,4 1 co 72 .6', 5 1.* unweath. (granitic gneiss) 40
.....[~."""".,.,,,.....,,.,,...,,,,,-...=~---:,,00=-~ ~~~;JK"'""~W....,,.,,.,,,-:0.~ ***'.~~U.."-j
- CIRlt<O _.NO tA,,.l"LH<i:. < (1:TC .,_flTlol 0-C **4 Page 1 of 2 COllt on*LL!HO 1.nru AOT'-' o.t\ll
"(N~Tl"lATlOr>,f Is,; Tf,,,IC ~v~ ... " er 1'\.0Vw'S 0'! f-'O l,Q. ~U.MliAC11 TEST SORING RECORD r>iLLP..tO ~O JN. Jllt"QUtACO 1'0 ORlliC. I*" l~j 1,P- £;AMPLS:r, I pj.
SSF-1
~ UHO!ltUPl. £0 tl.\....,,ll"L,llt-:;::::-W,.l,.i(r, l'Alill..Z:. l-4 HR~
0,._TI OJSILl.lO i:o! ~, "ocx CO"( 1'CCOVC"'r' ~ Wt.TC!I tAIH,.t. I "" L::: I.OW OIi" 0-Hl' JOll HO Oconee Standby Shutdown Faci I ity R.0,0, ROCX Ol.J"-Li'l'Y D~~IOf</'-TIOH
co"~ Otl"'.TH ~ "~11.<1' TT,
.. DIUICnr?,IOll ~l:tr. )tt r.
~-**. 7S6
.$.: :.. ......-;._--- M :.,;+m3,ll
~ w . . : . . o . , . . : . . . ~ .........~
- Hard to Very Ha rd! LI ght Gray, ' 4 2.1', open Joint, steep dip t ::l'C:IU~
Banda<;! Grar!i tic Gneiss, medium- 4C Li 5.3' to 4 5. 6 I grained NX 45,7' to 45,9' hard, . da~k gr.ay 34 61 49' 2 1 to 49.7 1 hornb 1ende gneiss, 4S ' 5 J, 4 I to 51. 8 1 rned-ium-grained,
~ 52.1 1 to 5,3
- 2 I s l. v1eathered.
751 57
- 7 I to 58.2 1
- 58. 5' to 58. 8 1 11 93 50*- f:IX 5 I
- 1 ' , op~n jo i ri t, steep dip 100 7l16
~, 0.$
1 1 1 to 6l.0 ~bio~1te-ri.ch 0 l.8 to 62.1' layers. mod. sev. weathering 55 - - 7/l] 3.8', open joint, steep dip, mi ca coated
' NX 6 100 6 93 p
60
--- 736
~
t 70,2 1 to 70,9', hard, dark gray, hornblende gneiss
,-.- feldspar (?)
65 -'c porphyroblasts 73 l 7 I ,9 1 to 72, I 1, hard, dark gray g 3 NX hornblende gn~~s 99 70 --' ~~ subhorlzontal Jolnts. parallel to f oliation are modefacely close 75 - . t o close. Coring Terminated at 74.6 1 721 80 -~;~-...~******,~*\~~*sw:?,~*:~r~~i~Q'?l,~~'oa.e."1-t;\~t.!.~*.1 llOnlNO ANO C,LMPLINQ ~!?(~~ A~Tld 0-1110 Page 2 of 2 CCAr; 001\.. LINO \JtlCT~ AOl\.4 0-tll) l"CHtTI\A710H 10 oH( NU\Jmll'\" or ~\.OWi 0~ , .. 0 I.II. tlAHMtt> TEST BORING RECOR[
'"'* f .. O, c,U.1/'L~l'l r>-LLlNO )0 tN. ntov,,.to YO ORIV~ I-~ I ,.,.,
SSF-1
~ Ur-<OIRTVI\IUO IIA\JJOl.~ - = - W A T l n tA LI., 1-1 f.ln DAH OPIILLtcdLY - 5!79 j1oj ':', ~OCK COIH n<CO\/Z:"Y ~ w,<rr." '\"A~L..I:, I HR. t. = Low or~ 0-10*
.io>> No Oconee Standby Shutdowh Facll ic R.Q.0, IIOCI<. QU,'.L!TY C,p.Q!Oi-UTIOH
~ 6 t,
~-=* ~i*-:4:"'*~'
776 25
- 771
-~arbide Refusal -at 2tL6 1 JQ- Mode~a-tely Har.d ti;, ,H9rd; ~ight Gray, *Grc;1nltic. Gri~i$s, medium..
~i~Lrie~ ..
31 43,5 1 to 43,9* 1 , hd* 1 dk gy, . 46 ,---- hqrnb l ende g_,:ie, i !:iS, fE!j dspar.(itL 3~
~ pc,,rphyrob.lasts **
759 NX H50 46.0 1 t<;/46,5' }. Med, ~6 hd, *dk r 47.2 1 tq 47,4 1 .gy hbo, gne.iss,
.
- med-.grn 90 45 ...... .______,39.~ 1 ~Ci 49.2', vs! weath, to 751 l,mweath; S_ubhorizontal joints .paral lei to_~ __ -_- £.
fo I i.ati on are .ciose f rorn Z9. 6' ~ 4-50 __ Corif:l.9 Tetniin.ated *a.t 49,21 .. - - - to 39,3.', moderlt¢.ly close t<:? 746 wide from '3.9,3' to 49.2i: l 741
" *, :--;;....\,,j liORIN'? );NO IAMl'LHl'O ~!HU .. ~,, ... t);IUC P~ge 1 of l CQRI'. o'n11.i..1i-i6 1.Ul:T!I AC.TM C,l ll, 1-Cl'HTl\,'\TION, Jg Ullt .N\Jl-l*rl\ 01' ll'L,oW* 01' 1-,IO* Lil_. 'H.A.~*--lCR TEST BOR!t'-JG RECOR[
P'~LLll-<Q. lO IN. 11r0UJ1t1;.o. TO t>Jtlv~ , .... H!, 1.0, *1ul<ll"LE(t, I IT, SSF-2 WO>I INO tfO l
~-;_)--~ .v1:101n1.,rnu:o *"'"'"'-r -=-vo,rln rA111.1:, u 1ei,, nOCK JOlHT, 3/23/79 l~Q*j -:-! ,.oc)( cp,n: nc_t:ovi::"y**~ w ... n::11. l-'ilt.r. , 1-!"i, JOI/ NO, Ocohee N
- ITJ..kt>Al\0 'i-1;N~-""TI.ON/4LOH 01' bntLl.tkQ w... rrlil Standby Shutdown Facilit
~-Qi0, ltcSC><* ,OIJAI.ITI' Pf.~IOK*AllON
Col\,
~--
¥, E. TIil( . ~
OUCl\11'110!1 fol:t~ 111/L rLJ;V. l'!Uj.l/11';1 n Q o 35 -,J:~-~*~.~ "'1!'7"~ ... ~ ; - - , , t ~
' ~ oli:C w. .......,..........
761 Car-bi de Refusal at .39.2' 39.2 1 co 44. I', s l to vs 1 1-1eath a 39 40 - Hard to V1;-ry Ha rd, Light Gray, Granidc Gneiss 1 medium-<grained 1756 (ggn) NX 99 44.4' 42.2' to to 4l.7'}Me 42.6 1 d to hd,'qk gy ho rnb 1ende gnei s*s 1+3. 8*' to 44,QI ff)O d sev to sev
\*I.I:. ach BS 45 - 7$1 i14. l ' to 67. 4* 1
- VS 1, 1*1ea th .to un1-,eath (.ggn) 50 .....,..
- 51. l 1 to 51. ~' hd , dk gy hbn NX ~1;6 54.4' to 55,7' gn eiss, med-gr, 99 61. 7' to 6L8 1 ~ s l to vs I ,;ea th 62,7 1 to 63,l' 81 64.sr to 64,9' I
55 65,8 1 to 66,5' 7~l
- 6b - .*
NX 37' 736 7 58 65 - ~- Subhorizontal JOI n ts a re para*J let to fol 1a tion, moderate],
. close to close sp acing.
Corf ng Terminated at 67, 4 I 70
- 726 75 IOF<lk<. ANO COil( OnlLLll"O
~~
IA"'PUl<O MIU'II
,: lT.TI
,1,*1'1-<
A~Tl-1 C>*tll~ O,IDtf
-* 721 Pa~e l of l l'!;N.t:"r!\ATION , . THr HVl,.Utll or bLOWI 01' l~O L.11, HAHl-'tll TEST BORING RECORC l'ALI.INa 30 IN, /ttQUll!tO "TO O~lli! I*.\ IN. I.P, &.l.,.P!..ICI\ I M, SSF-3
~ UNOl'ITUa,fllf'O ,'\/lril,,1..IC--=--WAT£n 1'.&.PL't~ IA HA. <I .iOltiT:
3/29/79 j,017. IIOCK CO!I~ IHCOV~f\Y""-Cj'"'"IATltJ'I TAIOL(. I H:0., l. := I.OW 011" 0-20' 1-1o. Oconee Jo* Standby Shutdown Fae i 1; t:,
(;O"~ 0 - -- '1, b 11"' t 111:tl! l'lll.
-t\..ll'I 1ui'1A111-!1
~~~~
796 5 - 791 ... 10 - 786 15 - --- 781 20 - 776 25 ~ 771 30 - ~- C3rbide Refusal al' ~;.2 1 33,2 1 to 37.1 ', mod to s 1 weach Hard to Very Hard, Light GC'ay, (ggn) 3'.3 35.3 1 to 35 ,4 I hd, dk gy hbn 35 - Granitic Gneiss, medium-grained NX 761 I gneiss
- 37. 1 1 co 38, 1 I , sev weath 83 3$, l 1 to 68. 7I 1 vsl weath to um-,eath (ggn}
71 4o - , -*~~ao'l,.,,......,,.,.:,.;;.T,:1.,.._.,~~ 1<0~1;;,:; ANO SAMl"l..l/10 ~irtTa ... ~-ru D** ***
~--
756
. .~ ~ ~ . J ' . µ i . - " ~ ~ \ J , , ~
Page l of 2 CORt OF>IL!.ll<ll 1-l~nt All'-' O*l! t:i
,-(NtfllATi.O'< JI' T>/, ,.(Qlll,.1:0. TO o .. ,v~ 1*4 IN. 1.0. l:AMP'LCPI I n, SSF-4
~ UH01GTlJ'11iCO g"µl"Lk: --* Y/ATirt TI.IH.1:. ld i h, OAT[ 0"11.1.tO 4-6-79
,,,,, ;-, ROCK COf'lt i,c;covu,'I' ""-0"' WATtn T,,,~t.t.. t ~,.. L::t..ow o,,. 0-10*
Joi, No. _O_c_o_n_e_e___ M = uro, DIP ,o*-eo* Standby Shutdo\-m Fae i l i ty
42.15 1 ,
~J.6 1
_b1oti'te--rich- la_yer to 44~0', hd.~ dk ~y hbn Qnr:lss, feldspar _au gen (?) NX 47:9 1 fo 48.2!, biotite-rich. 100
~ranitic; giieiss 8.9 55 .... NX 7kl ss.0 1 to 55 .* 8 1 )
foo 56.2 1 to,&.~' hd~ dk gy hbn 58.~ 1 to 58.4 1 gneiss, vsl Neat!) 59;9 1 to ~I.I' . .. 63,0 1 to 63. 51 .
- 65 ~
~
68, r-------~-,-,-::-~-,..-------- 0;1 Very H~rd, Li'g'ht* Gray Grari it ic.
~h~iss, t6ir$e-grained, peg~
ma~itic lri plac~s 731 Subhortzofital J6lhts parall¢1 to fol iathjn ~re moder,ately clos~ to il~s~ly spa~ed. Cprf~g terminafed at 6t.7r 70 - 75 -- 721 CORC D!)I\.Lll'<O ~-1tj* AOTI.< 0,,lfj'j P,l;NtTl'i"TIO>C IS nu:_,-;l,IL11UR o,' IPI.ClW* o.- l'!O I.II, HAUU[R TEST BORING R.ECORC r'At.1.INO ~o 'u~. *NrOUlflll:0 TO O"IVll: 1*-4 IN. t.D. l:AMl"t.tr, t *l"'T,
!10IIIN<l Ho * . SSF-1.i -~~- ;*,4 UNOflTVl\81:'0 CAl,lP\.ll: _. WAtln T.l.11\.E. t-4 .Hit ..
DATI C.. 11.LtO -4_--'6-79 j_t~l '7, ROCK CCR[ 1'1lCOVll'-V ~ W.i.TU\ T,i,Q(.l, , 1-<fl -L == low .OIi\' C!>--.10* Jo* Ne. Oconee N . au.,;oA"-!l P"C1-1t'1ftA,1ot-1/41.o,1 ol" 01uL1.iNa w"'n"' Standby *Shutdown Faci T j t) l\,Q.-b, noc,r ouA1.1rv or,,.ic1NATTON
*co,.,
,,., C> TIIJt
- bltl!Cllll'"IION -11:a:i Ml~- ILi:\.'
.. -4)1* ..
iti:l... *a. ,4!-0 7$'6 5 -, * ' 791
- 10 ~ '
78p 781 1 2Q - 776 I
- .25
- 771 30 766
~
76r Carbide Ref us.al at 38.6 1 38.6 1 to 5~ .2 1_; to sl I JH~rd to i/er1/ Ha.rd; Li gii't Gray (TlOd l*lf~ath G:anitic Gneiss ~,Ltb bi?lite (ggn)
----i-' 38
* .rich layi:!rs, ,med1um-gra1ned
- 40 ~ ~ ' W O ' E < r ' ~ ~ ~ ~ ~ Jer~J~t1"m-~*~l;:;i~~~.J.~~~~I, 1c;1n1i,<, ANO ........ ,.L.l~Hl ~*r*l'.T'I "'"'"' tl,11*,,
75c Page I of 2 COIU: Onll.'l.ti-ia MltT* AiTM 0,tn,
!'(Nl:T>IATION Ill Tl-ti KUMlll'II or IL.OWi 01' , .. o LQ, HA"'"" TEST BORING RECORt r-ALliHO ,]() IN,* 1u0111iu;0* TO O!'ilV.lt 1*" IN., t.o. CAJ.i!'LC11 I l"T, SSF-5 BOIIINCI t.<O
~ U1<DIITVftlHO *UJ.l-l~Ll-=-WArtn TAtil1:. J4 HI!, <l OATI '0111LLi:o 3-30-79 j,01-:-, 11oc~ coil_r. nlCOVUIY ~ WAT.en TA111.i. 1 1-rn. L = LOW 011" o-,o*
Jov No. Oci:)hee N nANo,;iu', 1"1:Nl't.il,!ll'ION ~Lon 01' OfllLl.l"!CI WJ..TCIII Standby Shutdowh Fae.lit R:0,0. noci( OU,1.LITI' 0 t1r.~rnl-lATION S::: IITt[I' Oil" *10*-00*
- eo;,~
'?W,H b1U1cn1n10~ . f1i: Ti1~t rLtv.. 111>lA11it* .. \
40-............,_,___""i--_.,.,_...-..,.......*,~-~~~r,:r.swo"i'"",_;,-1--~....,;*..**.,.,,.,....,,._G!"_.....,,,,_"""'!"_ _,_.....i,~.......... 0 NX 756 44
- 6 1. .to. ~.4 .9: , mos! hd. d}<. gy 77 to bk hbn ~nii,s, 52
*.mecf'-gr 4:8. 5:.1 to 49 *..a 1 , sf to mer:! h9
- tjk ggy to .gy, ~
gnelsi, s~v ~e~th 7$1 1
- 50. 1 t;O so.9i~ *f' ..... d 1.<d' si ,81 to 52.* ~*. s to me j*j I 53 , 0 1 to $j, , gy hbn .gne I s s 3
746 51 !4 1 , joint, steep_ dip, mica C:tjated. 5-4~ ~' to 77. 4' , *$ I to vs:1 * 'dtia.th, (ggn} 54--3' to 5:4. 7' , coci.rse--gf g-an. i , f l ~ 54 55 _ gn.edss
- 741
. 56, 3 I ~o 51.lii\ t,led M to hd, dk:
58~0 1 to 58~) 1 ( gy hbrr gneijs, S9S 1 to 6. 6. 41 \lTlO. d sav to s I 90 1 6Q~5 tp 6Q_.6'J:weath 66 .,..,. 60
$0, 9' to 6 l , 4 ' , hd: d k gy ,
- hbn gneiss, *(i'i:d ---*
Ii" to co,:r-gr, , feld$pqr {?)
'porphyroblas .ts 65 - 731
- 62. $ 1 to 66.9') hd 1 .~k gy hbn 66.5 1 to J 67,0 1 gt:1e1ss
~fh5 1 to 69,2 1 , hd, dk gy, .hbn gnei$s. f~lgspar: 1) 69 porphyropl<?sts. ~.
7.0*_, Nx ;... 726 69,*2 1 to 76,0 1,l__. hd,_dk gy hbn
'77 , 72, I' to 72.2) gneiss o/6 721 .Subhoriz:ontal join~s, are widely spat~d ~ara11~1 to domfnartt fol iat.Jon. 77
~
Cod ng Tifrmi nated at 77. 4 1 80 -~i\;,;,,:r:,,,.,a,,........,,~...-......- .....~....... ..,,,,,_..,,,..~,....--=-.,......:. . . .*.,..i_~.'l,.,*1'i",__,.,~--.,_-....,,,_.~*-""""......,, __,_._~~"'-~""""""' Page 2-
- or :Z
- IOf.\llc<l M<O SAM~.(.IW) ~lflCTlf ... ~.TM 0,tH*
c,:rn,:: t)nlLI.INO i.ltlITII >-*T.... *D*I.IIJ' l'tNl!'""TION la 'TIH HU\.IAl/1 or lit..ow* 01' 140*1.g, HA,",l~U* TES1 SORING RECORC r' A_t..LINil ,o fN. 11 l"~Ul JlllO to 011 IV! ! ,'4 IN, l.b, ~AM,-1.C!'I *i l'T,, D0.111>/Q No. $.Sf-5
~;. ~,4 V.).{QJST'UNlitb -~Wl'l.lt . . W,&.tlR TAUi.it. *U 1<i, ,rj {'ICC~ *JOINT: 3. 79 O'°'Tf Ol'lLl.ttl
,~Qt';", NQC:IC. COile: l'lltCO\/Cl!IY' '"'<:I'"' w-.rtl'I T-"flL[. I '!Oil, JOii kO. o*cgne.e N '. 11'!'1.PIIJMIO* i-trH.1",~J\TIOH "4Lor.~ 01" ~'111..LiNQ WA.n:11 S;andby S~utdown ,acfllt*
l;OJit
,:.* c:.* ,TLLll 9J:pt MIii, - 1:'L~
,Q ,,
,. @O!Pl'*::C*. . . .
7,96 5 ....: 791*: 10 .~
,789 I
-- 781 .
20 ~ 776' Carbi.d~ _R,efv-?al a.t 2,3,0_ 1 - Hard; l I ght Gray, *B<!nded l.i*r<1n Ii:*; c 23. O' ~9 29, 2 1 ;, $1 weath (ggn) 2J Gneiss, medium-grained 24.0 1 open joint, steep dip J 25
*-- NX 771 2.7, 8 I to ?8,0 1 I med hd,dk gy h~11 e*1 gneiss, mod Wei'!it.1 60 I
2~.2 1 ~o 36 ..41 sev weath
. ~ '.
I gran j ti C gnei S§. i.---
. 30
--- -* 766 36.4' to 62,5 1 t vsl weath (ggn)
'NX .
' 42 35 - i61 35 40 .,:,.._.,.:_,_~~
&Ol>l>Hi .. i.o &A,.,l"LIN_O
. .,u:n
~
,.llTW 0,1, .. ,
~A?f".
756
~~
is,*~I
..........wt '
jqi_'nt, steep !J i*p l mica co!-'> ted Page I of 3 COil[ orin,.'l.lNQ MlllC"Jil AA1M t>,ti\) r-r;><tTIIATION lg TMll ll/MRIA 01" ',Low, 01<"-1.LO LD, l;A,MMC:R TEST BORING RECORD
,:,~,lLtNO 30 IN, lt,lQUi.llCI? TO OPIIVII I*'- IH. 1.0. UM!>l,ltl't I rt',
. SSF*6 lfQIIIHQ HC).
~ UNOl,TUl'l lO I
sAIJl"Llt ---:----1'/ATU\ TAill.lt, t~ IHI, <l IIO¢;K JOIIIT* CIATir 0-'IILLl.0 4- l I - 79 jiol -:-, ,.ocx. co11c n,cova:Av* '""-ctP-W,.,TC~ TAill.il:,. 1 HJ'l. l..::Low 01,- e>-Jo* Oconee Ji:>e NO ------ N
- nA,,.oA110 p,c,-;1t~"'ATION.,~Loilli 61' ontLLlHO WA'rr.*,. :Standby Shutdo1*m Fae:! Ii ~y tt.Q.b, 11oc,,: ou,u.,i-v o,:*la,,AftoN
IW..;)"' to 4l.1 i 4J;6 1 tq 41. 9' 4$.*' t<> 46.2 1 59, 7' tq 51,3" 52.0 1 to 52.2.'
*4$ ;_;_ NX 52.s* to 52. 7'.
lQQ 1 53,I' t6 63,5 1 ,. int~rlay~red 74.q cr""flr' ggn. an_d hon~bi ~Meiss 54~7*, open joirit,s~ee-1 dip, mi<: ooa*ted
-55.,..
57-_.9' t:O ?9, 2 i,, sma t l sea I e folding:;f ~i Qt It 6Q - ' tJ6 59, 7'- to ~O 61'. l' to 61 ,9 1
! 1} rich 'iayt?r$
~d tibn* g~ei's SI
$,Y w~ath bi ot 11;
. zone
,f,,? ~ I * * ..
62; 5*1 to 66.7 1 sev -we~Hh (g gn') I 'Mo*derately Hard, {fght to Medium - Gt~y 1 £iotlte-rich Grahitt~ Gn~iJ~;; 66 .. 7' to 86,3', vs l wka.ch i:o u11wea th* (ggh ) 65 ,- med i Om"."g ra i n_ed 731 68. l 1 .to -68*.2 1 , biotite.;,rich
'56 66:.7' Hard to Ye*ry Hard, Lig_ht Gray; G~a~litc Gn~lss, m~dl~~-grilned 6"9",4 I to )0. ZJ 74.6' to 74,8 1 g~efss, med- gr, layer iid,dk gy hbc !
) I 75,2 co 75!6 1 1 1 sf weath .
76;~ 1 , Joint, steel dip, mica coated 79,9 1 to 79.8', biotJ te-rich ux layer * , 98 99 72! 8 ---- ,. 79. Q --t~.c:,::r::,.,,u:lw~utl'f'w.~G""""~*..c::;:..>,., ~**W~***--~~r,11~-,=,:oti'Ola,,-..,..;~e-,.:,-.oe<..!:..,__,;,;,,.,.~~~~µi_._,~-..--- - - llc,*qi.a ANO IAMf'LINO -~*UTJ ,.IITl-l 0**1Ut 716" Pa_ge 2 of 3 c<;Hll!: tl11ll,1.,1t,1a MICIIT .. ,n .. C:,,tt.ll l'tl'<UII ... TION ID Tk(. N\JM.a&FI 01' LOW Of' _l<l<l LU, HAl,fMlR. TE$T B_ORING RECORC rAL.LINO 30 IN, 11cauu,i::o TO 01\IV!t 1*" 'IN, *1;0 .. 11:AMP.\;.s;i, 1 _fT,
'llOl'.'INO r-.6, SSF-6 l ~ *v11011n11u r,;* """""r . -__ - WolTiin r;.DLC, J ~"* <1 nocK Joi wr, 04~1 Ql'll.L.CC, 4* l 1-79,
,,..i ':", l'lltC.OYll"\' ""'<::'11" WATlll ! .i<Jl f\OC:K C:Oltl '!'AIH,t, Jo* ,.. 0 _ Oconee j N * ~TA/"'DA,llD l"t.Nt."fl*Ar.lOt:1,~',,.0PI Of D111LLINO W_.,TII' Standby ~hutdown Faci 1 i ty:
.R.Q.O, "OCK QUALi'!\' or.wlO!./Al'lON !
lilt.t1en1;-t10.>. 86 :L>UI!>> . . . . . . . l!nl ,.
; ?16 .ff019 I t~ si.9*
82..4 1 to ~3 ~] I pegmat it~ (quartz. NX, 84,2i *to es.r* feldspar-blotite) 100 85, 5' to 8~.Ji 97 8:Z .*2' to
- 84.4 * *hbn 1 1 gne.i ss 85 711 83 .l' to 84:2' *smai 1 sea Le fold I
1*ng 6f hbn gie'i s.s ~ 86. Cor,ing :rermfnated at 86,3' and *grani ti~
- gli~iss
-~ 85.1 1 tq 85 ,5 i n*.terl ayerei:l hbn
- I, 70$ gbe*f ss and :
granitic gneiss 701 to o._ .. 696
- 10 L 691 11 0-, --
~86 11 ~.;_
ia1 12 0 : .**
--~ .. JJl!-9'!~':4_,..~*.. ,;....,;a:u,=:.o~ . i~ ~~*.~(>U'f~OI'"~ , *oitlNG 11"10 **~1,1io\.l'!<l ~iUTt A~TM 0,1- 4 676 Page 3 of 3 cone onlLLll-lQ .liu:i*, .ABTM O*lll>
r-c:*HTl'IIIT10"' Jg Ti,,s: 1-11.Jl-lllll'I er ILOWI 0" \.&0 1..11, HAMl-!Ul TEST BORING RECORC
,,1..1..1,-10 so IN, lt[(?llll'ltC TO C"IV!t , .., IN. *1,0, eAM!'L[l'I ! n.
SSF-.6
~ UHCIITUl'liUO 81\~*l".lll:-=-- WAll:n 'T-'111..£, t* 1:1n 4-11-79 DATJ l;lftlL!.tO
/1;1 ~ ~tcovtiotv ~ WATl:11 AOC~ C:OIU TAlll..1:, I IHI L;:::, Lew DII' (>-Jo*
J/Ja NO, _o_* _,_C:0_* _r,~ee N . H.1,>-to,-iio r-cfH'PIATIO"' /41..o~ii of c:t11.1.1Ha W.I.TCl'I Standbj Shutdciwn Facil*lty
*: 791 j
15....; *
-~,
'
- L *
- 181
- . Carbide Refusal at ,26 *.2 1 Har:a-to,:\1~r-'/* H~rd, 'Li~hf Ban.de,d Gran i t Le 9ne l is ;
- G_ray;*
*--------1
'rnr
***, ?6.*2 1
,t:o 15. 6 i ; mqd *to s I wea th,
{ggn) 3},5 1 , OP.~n jo:int> steep dip 36.}'; Joint. s~eep dip, mh::a medi,µm,.~r~ined , coated
- 761 ....
36.6 1 to s.*5... 2.'. }>1 to vsl weath . Jggn) 1/!Ctflli.a *,4,i,/0 o,..,..*,.lJ,1C? MU:Tl/l -,4~n1 i:,,i-ut Page l Of j C~Ai 0n.1t1.11:1i:i I,! u;re .,!,ode b\111 >
*,;t,t,,,CTl!ATJQ~ *II 't/0:: .i-llt.ll'! or IO.LCWl/l oor l.ilO I.II, HAi.!."""" tEST SORING RECORD l">,1.1.iNO 3() lij, ~1:<)Ui~Ct;I 'TO ORlV!l'. , ... IN. 1,0. IIAI-IP'I.UI t l"T, I SSF~.7
~.3~~. U,HOIUVPllll<O *~WP'l.llt * : _ - WATtn T.i.llt.t:. ~~ HF! 4-9-79 0.A-'l'lf P"li..Li.ti 110!7, l'OC::K. COll!t i!ICC::O','tllV. ~ . , . WJ,itt11 Tf)IIU. l MR.
Joli 1<:1ci. .-- Oc_onee N , *t1:TAND_Ait0 hHCTl'IAt16H/4Lo~~ PP' 0n11.LIHa WolT'" Sta*noby Shutdown Faci 1it>.
eo"~
*'!. *11 Tll.lf
,1-i_r. }<1t1, c:i:.,~v, .
- . , !~X.
6i:}', .* 7--_c:*? 1 - 46~6t 'to 47.2:*~ h<l_*,1.k .9.'l hbn
, 'f 4*8. 3"1 tt? 4*?, ~ .grye is~
, NX
- l07;1
"'""'.,.,,,...*.,.*-1' *49,21. to. 5.0.~*, it}te"r;l;;iyereq
*r.. *hbn. {1n~!Js .~rld gran 1d c. gneiss tQ ;51.4 1 '
-~~Jt*~;
t9 *54,91*
-,ht]. -~k gneJ.ss gy, nbo
.. / Qark Gr,ay ffornb!ei)'d~
,., iurhn-:t?dcoars_e-,~ra I rte\:j to 58.9 1
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S&ME
- April 20, 2009 Duke Energy Mail Code ECI3K 526 South Church Street Charlotte, North Carolina 28202 Attention: Mr. Ed Sullivan, P.E.
Reference:
Site Characterization Report- Errata No. 1 Groundwater Protection Initiative Duke Ene~gy Oconee Nuclear Station Seneca, South Carolina S&ME Project 1264-07-234
Dear Mr. Sullivan:
S&ME, Inc. (S&ME) issued the Site Characterization Report (SCR) for the Groundwater Protection Initiative at Duke Energy's Oconee Nuclear Station in Seneca, South Carolina on August 29, 2008. Errors have been found on the following pages of the report. Volume 1 Table 7 -Vertical 'Gradients Summary (l page in Volume l)) Figure 12 - Vertical Gradients (1 sheet in Volume 1)) Volume 2 Appeodix J - Verticci.l Gradient Calculation Sheets (24 pages in Volume 2)) Please replace the original pages with the attached corrected pages. An updated .pdf copy of the entire SCR report, with the affected pages replaced, is provided on the included compact disc for your records. We point out the errors were related to the top-of-screen and bottom-of-screen elevations in the vertical
~adient computations (Appendix J). Correcting these elevations resulted in numerical changes in the magnitude of vertical gradients reported in Appendix: J, Table 7, and Figure 12. Correcting these el.evations did not effect the dfrection of vertical gradients reported in Appendix J, Table 7, and Figure 12:
nor did it affect the text or conciusioris in Section 8 .2.2.2 Vertical Gradients of the SCR .
- August 29, 2Q08 Duke Energy Mail CodeECl2~
526 South Church Street Charlotte, North CaroJimi 28202 Attention: Mr. Gregory D. Robison, P.E.
Reference:
Site Chamcterization Report Groundwater Protec;tion lrlitiati've Duke Energy Oconee Nuclear .Station Serieca, South Carolina S&ME Project 1264-07-234
Dear Mr. Robison:
S&ME, Inc. (S&ME) is pleasec;i to present this Site Characterization Report for the Groundwater at Protection Initiative Duke Energy's Oconee Nuclear Station in Seneca, South Carolina. Our Grotmdwater Pr9tection Initiative activities wen~ provided in a<;cordancewith our January 24, 2007 Pi-oposai 070(54, Duke Energy's authorization Contract 00080694, and our Professionai Services Agreement 0233032.04/MI 1342 002 with Duke Energy. *
- This Site Characterization Report comprises two volumes that include discussion of the Groundwater Protection Initiative Ptoject, site activities, and findings, with supporfing tables, figures, and record documents in a!,sociated appendices. Conclustons include development and discussion of a Site Conceptual Hydrogtrolog1c Model.
S&ME is honored to have supported Duke Energy on this important Groundwater Pl'otectioh Initiative. We trust this informati.on is responsive to your needs at this time. If you have questions regarding the Site Characterization Repmt or desire our assistance further, please d9 not hesitate to contaGt us. Sincerely, S&M.E,Inc. 4¥~~ Mary Beth Cline; E.I.T. Scott Dacus, P,G. Environmental Professional Senior Geologist mcline@smeinc.com sdacus@srneinc.com (_
.\ .
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- ATTACHMENT 3 SME 2011 SITE CHARACTERIZATION REPORT ADDENDUM, WITH FIGURES AND TABLES (GW-7, ITEM 2)
(3 DOCUMENTS) OCONEE NUCLEAR STATION SUBSEQUENT LICENSE RENEWAL APPLICATION, APPENDIX E ENVIRONMENTAL REPORT DOCUMENT 1: S&ME: 2011 SITE CHARACTERIZATION REPORT ADDENDUM, DUKE
- . ENERGY OCONEE NUCLEAR STATION, SENECA, SOUTH CAROLINA, MAY 6, 2011 (44 PAGES)
DOCUMENT 2: S&ME: 2011 SITE CHARACTERIZATION REPORT ADDENDUM, DUKE ENERGY OCONEE NUCLEAR STATION, SENECA, SOUTH CAROLINA MAY 6, 2011 (TABLES) (28 PAGES) DOCUMENT 3: S&ME 2011: SITE CHARACTERIZATION REPORT ADDENDUM, DUKE ENERGY OCONEE NUCLEAR STATION, SENECA; SOUTH CAROLINA MAY 6, 2011 (FIGURES) (20 PAGES)
S&ME
- May 6, 2011 Duke Energy, Inc.
Oconee Nuclear Station 7800 Rochester Highway Seneca, South Carolina 29762 Attention: Mr. John Estridge, P .E.
Reference:
Site Characterization Report Addendum Duke Energy Oconee Nuclear Station Seneca, South Carolina S&ME Project 1411-09-092
Dear Mr. Estridge:
S&ME, Inc. (S&ME) is pleased to present this Site Characterization Report Addendum for the Groundwater Protection Initiative at Duke Energy's Oconee Nuclear Station in Seneca, South Carolina. Our services were performed in general accordance with S&ME Proposal ENV-090-09 Revision 3 dated November 3, 2009, Duke Energy's authorization Contract 125736, and our Professional Services Agreement 0233032.04/MI 1342 002/COP0J.l J36 with Duke Energy. This Site Characterization Report Addendum document consists of two volumes that include a summary of the addendum activities, findings, and conclusions with supporting tables, figures, and documents in the associated appendices. Recommendations include continued quarterly
- groundwater monitoring and installation and operation of a groundwater recovery system .
S&ME appreciates the opportunity to assist Duke Energy with this project. We trust this information is responsive to your needs at this time. If you have questions regarding the Site Characterization Report Addendum or desire our assistance further, please do not hesitate to contact us. Sincerely, Mary Beth Cline, P .E. Environmental Professional mcline@smeinc.com larmstr S:\2009\ 1411\ENV PROJECTS\092 Oconee Nuclear Station\SCR Addendum\FINAL for Duke Energy\ONS SCR Addendum Text FINAL (5-6-11).doc S&ME, fNC. / 44 Buck Shoals Road, Unit C-3 / Arden, NC 28704 / p 828.687.9080 f 828.687.8003 / www.smeinc.com
- TABLE OF CONTENTS (VOLUME 1)
SECTION PAGE
1.0 INTRODUCTION
******************************************************************************* 1 1.1 Site Location ................................................................................................... 1 1.2 Background Information ................................................................................ 1 2.0 LWD SOIL BORINGS ************************************************************************ 2 2.1 Purpose ............................................................................................................ 2 2.2 Location Selection .......................................................................................... 2 2.3 Field Methods .................................................................................................. 3 2.3.1 Plant Access Training, Mobilization, Safety Orientation ............................. 3 2.3.2 Utility Clearance ......................................................................................... 3 2.3.3 Soil Borings.*..................................................................................., ........... 3
- 2. 3. 4 Soil Sampling ............................................................................................. 3
- 2. 3. 5 Equipment Cleaning and Investigative Derived Waste Management ........ 4
- 2. 3. 6 Sampling Analysis ..................................................................................... 4 2.3. 7 Survey........................................................................................................ 5 3.0 MONITORING WELL INSTALLATIONS ............................................ 5 3.1 Location Selections ........................................................................................ 5 3.2 SCDEHC Well Installation Permits ................................................................ 6 3.3 Field Methods .................................................................................................. 6 3.3.1 Plant Access Training, Mobilization, Safety Orientation, Security Access. 6 3.3.2 Utility Clearance and Soft-Dig Precautions ................................................. 7 3.3.3 Soil Test Borings, Soil Classification, Soil Testing ..................................... 7
- 3. 3. 4 Rock Coring and Classification .................................................................. 8 3.3.5 Permeability Testing .................................................................................. 8 3.3.6 Groundwater Screening ............................................................................. 9
- 3. 3. 7 Permanent Well Construction .................................................................... 9
- 3. 3. 8 Well Modifications/Repair ........................................................................ 11 3.3.9 Well Development .................................................................................... 12 3.3.10 Slug Testing .......................... .-.................................................................. 12 3.3.11 Equipment Cleaning and Investigative Derived Waste Management ...... 12 3.3.12 Survey...................................................................................................... 13 4.0 MONITORING WELL SAMPLING **************************************************** 13 4.1 Field Methods ................................................................................................ 13 4.2 Sampling Events ........................................................................................... 13 4.3 Sample Analysis ........................................................................................... 14 5.0
SUMMARY
OF FINDINGS *************************************************************** 14 5.1 LWD Soil Samples ........................................................................................ 14 Table of Contents
- 5.2 5.3 5.4
- 5. 3. 1 5.3.2 5.4. 1 Geologic Summary ....................................................................................... 15 Hydrogeologic Findings ............................................................................... 16 Groundwater Occurrence and Flow ......................................................... 16 Hydraulic Conductivities........................................................................... 19 Groundwater Quality .................................................................................... 19 January 2010 Sampling Event ................................................................. 20 5.4.1.1 Shallow (Water Table) Groundwater Condition Wells ....................... 20 5.4.1.2 Deeper (Submerged) Groundwater Condition Wells ......................... 20 5.4.2 March 2010 Re-sampling Event............................................................... 21 5.4.2.1 Shallow (Water Table) Groundwater Condition Wells ....................... 21 5.4.2.2 Deeper (Submerged) Groundwater Condition Wells ......................... 21 5.4.3 April 2010 Sampling Event....................................................................... 22 5.4.3.1 Shallow (Water Table) Groundwater Condition Wells ....................... 22 5.4.3.2 Deeper (Submerged) Groundwater Condition Wells ......................... 22 5.5 Review of Tritium Impacts at GM-2R/2DR and GM-7/GM-7R/GM-7DR ...... 23 5.5.1 Wells GM-2RIGM-2DR ............................................................................ 23 5.5.2 Wells GM-7/GM-7RIGM-7DR .................................................................. 24 5.6 Review of Hydraulic Conductivities ............................................................ 25
- 5. 6. 1 Reevaluation of Slug Test Analysis ......................................................... 25
- 5. 6.2 Reevaluation of Field Data ....................................................................... 26
- 5. 6. 3 Review Hydraulic Conductivity Data in Prior Reports .............................. 26 5.6.3.1 Review of SSF Dewatering Study Report ......................................... 27 5.6.3.2 Review of UFSAR Document ........................................................... 28
- 5.7 5.8 5.9
- 5. 7. 1
- 5. 7.2
- 5. 9. 1 Groundwater Travel Time ............................................................................. 28 Darcy's Law Analysis ............................................................................... 29 MODFLOW Particle Tracking .................................................................. 31 Effects of SSF Dewatering System .............................................................. 31 Evaluation of Potential Sources .................................................. ;............... 32 Historical Spills ........................................................................................ 32 5.9.2 Yard Drain System ................................................................................... 33
- 5. 9. 3 Plant Systems .......................................................................................... 33
6.0 CONCLUSION
S .............................................................................. 33 6.1 Extent of Tritium in the Groundwater .......................................................... 33 6.2 Source of Tritium in the Groundwater ........................................................ 34 6.3 SSF Dewatering System ............................................................................... 36 7 .0 RECOMMENDATIONS .................................................................... 36 8.0 QUALIFICATIONS AND SOLE USE STATEMENT ........................... 37 9.0 SELECTED REFERENCES .............................................................. 37
- Table of Contents
- TABLES AND CHARTS (VOLUME 1)
WITHIN TABLES TAB TABLE 1 TABLE2 LWD SOIL BORING INFORMATION MONITORING WELL CONSTRUCTION
SUMMARY
TABLE3 SAMPLE COLLECTION MEASUREMENTS
SUMMARY
- JANUARY 2010 TABLE4 SAMPLE COLLECTION MEASUREMENTS
SUMMARY
- MARCH 2010 TABLES SAMPLE COLLECTION MEASUREMENTS
SUMMARY
-APRIL 2010 TABLE6 LWD SOIL MOISTURE TRITIUM ANALYTICAL RESULTS TABLE7 HYDROSTRATIGRAPHIC UNITS
SUMMARY
TABLES GROUNDWATER LEVEL
SUMMARY
TABLE9 HYDROSTRATIGRAPIDC UNITS AND GROUNDWATER CONDITIONS
SUMMARY
TABLE 10 PERMEABILITY TESTING
SUMMARY
(OPEN-HOLE FALLING HEAD AND SLUG TESTING) TABLE 11 TRITIUM ANALYTICAL RESULTS IN GROUNDWATER
SUMMARY
TABLE 12 GM-2 AND GM-7 WELL GROUP GRADIENT DIRECTION TABLE 13 COMPARISON OF SCR PERMEABILITY DATA BY SUPER SLUG' AND AQTESOLV' METHODS CHART 13A COMPARISON OF HYDRAULIC CONDUCTIVITY GEOMETRIC MEAN BY SUPER SLUG' AND AQTESOL yrM
- TABLE 14
SUMMARY
OF REPEAT SLUG TEST DATA CHART 14A COMPARISON OF HYDRAULIC CONDUCTIVITY GEOMETRIC MEAN BY SUPER SLUG' TABLE 15
SUMMARY
OF EXISTING HYDRAULIC CONDUCTIVITY DATA TABLE 16 PERMEABILITY TESTING
SUMMARY
(OPEN-HOLE FALLING HEAD, PACKER, AND SLUG TESTING) FOR ALL GPI WELLS TABLE 17 GROUNDWATER VELOCITY & TRAVEL TIME ESTIMATES TABLE 18
SUMMARY
OF SIGNIFICANT HISTORICAL RELEASES FIGURES (VOLUME 1) WITHIN FIGURES TAB FIGURE 1 STATION LOCATION AND PROPERTY MAP FIGURE2 STATION SITE PLAN AND FEATURES FIGURE3 LWD LINE HAND AUGER BORING LOCATIONS FIGURE4 GROUNDWATER PROTECTION INITIATIVE MONITORING WELLS FIGURES HYDROGEOLOGIC CROSS-SECTION LOCATIONS FIGURE 6 HYDROGEOLOGIC CROSS-SECTION E-E' (JANUARY 2010) FIGURE 7 HYDROGEOLOGIC CROSS-SECTION E-E' (APRIL 2010) FIGURE 8 HYDROGEOLOGIC CROSS-SECTION F-F' (APRIL 2010) FIGURE9 GROUNDWATER POTENTIOMETRIC MAP SHALLOW (WATER TABLE) WELLS JANUARY 2010
- Table of Contents
- FIGURE 10 GROUNDWATER POTENTIOMETRIC MAP SHALLOW (WATER TABLE) WELLS APRIL 2010 FIGURE 11 TRITIUM CONCENTRATION MAP JANUARY 2010 FIGURE 12 TRITIUM CONTOUR MAP SHALLOW (WATER TABLE) WELLS JANUARY 2010 FIGURE 13 TRITIUM CONTOUR MAP DEEP WELLS JANUARY 2010 FIGURE 14 TRITIUM CONCENTRATION MAP APRIL 2010 FIGURE 15 TRITIUM CONTOUR MAP SHALLOW (WATER TABLE) WELLS APRIL2010 FIGURE 16 TRITIUM CONTOUR MAP DEEP WELLS APRIL 2010 FIGURE 17 GROUNDWATER FLOW PATH MAP FIGURE 18 MODPATH PREDICTED PARTICLE TRACK FIGURE 19 IDSTORICAL SPILLS MAP APPENDICIES (VOLUME 2)
APPENDIX A Laboratory Analytical Reports for L WD Soil Samples APPENDIX 8 Groundwater Monitoring Well Application (November 12, 2009) SCDEHC Monitoring Well Approval #3744 (November 25, 2009) Notice of Additional Monitoring Well (December 11, 2009)
- Groundwater Monitoring Well Application for Two Additional Wells (January 13, 2010)
SCDEHC Monitoring Well Approval #3788 (January 20, 2010) Well Application Form (January 22, 2010) Well Installation Schedule Update (February 16, 2010) Non Residential Water Well Records- Submittal #1 (February 12, 2010) Non Residential Water Well Records - Submittal #2 (April 22, 2010)
- APPENDIXC Boring Logs, Rock Core Logs, Well Completion Reports, Soil Photos, Rock Photos, Permeability Tests (Borehole Test, Slug-Tests) (Arranged by Well Location)
APPENDIX D As-Built Drawing GM-O-1 Rev 7-Groundwater Monitoring Well.Locations As-Built Drawing GM-O-2 Rev 6-Groundwater Monitoring Well Locations As-Built Drawing GM-O-3 Rev 5 -Monitoring Well Construction Details As-Built Drawing GM-O-4 Rev 4-Monitoring Well Construction Details APPENDIX E Laboratory Report for the January 2010 Groundwater Sampling Event APPENDIX F Laboratory Report for the March 2010 Groundwater Re-sampling Event and April 2010 Groundwater Sampling Report
- Table of Contents
- APPENDIXG Groundwater Potentiometric Map Source Data APPENDIX H Well GM-7DR Well Development Calculations APPENDIX I Tritium Concentration Plots for Well GM-2R and GM-2DR Boring Logs, Rock Core Logs, Well Completion Reports, Soil Photos, and Rock Photos for Wells GM-2R and GM-2DR APPENDIXJ Tritium Concentration Plots for Well GM-7, GM-7R, GM-7DR Boring Logs, Rock Core Logs, Well Completion Reports, Soil Photos, and Rock Photos for Wells GM-7, GM-7R, and GM-7DR APPENDIX K Analyses for the Repeat Slug Tests APPENDIX L Groundwater Travel Time Calculations
- Table of Contents
Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- 1.0
1.1 INTRODUCTION
Site Location The Oconee Nuclear Station (ONS) is located near the intersection of E. Pickens Highway and Rochester Highway in Oconee County, South Carolina. The location of the plant site is shown on Figure 1, Station Location and Property Map. (Duke Energy owns additional property surrounding Oconee that is beyond the plant site proper that is not illustrated on Figure 1.) Additional details regarding ONS are provided on Figure 2, Station Site Plan and Features. 1.2 Background Information In August 2008, a Site Characterization Report (SCR) (S&ME Project 1264-07-234) was issued for ONS. The SCR presented the implementation of and findings from the activities associated with Duke Energy's Groundwater Protective Initiative (GPI). The GPI was developed in response to the Nuclear Energy Institute' s unanimous approval of a voluntary initiative to improve the industry's management of groundwater protection issues. The GPI specifically focused on tritium since tritium is considered to be a prominent indicator of radioactive releases. One purpose of the GPI at ONS included establishing a groundwater well network for monitoring both near-field and far-field radionuclide concentrations in site groundwater. From the GPI and subsequent groundwater monitoring, elevated tritium concentrations were identified in the groundwater downgradient of Chemical Treatment Pond 1 (CTPl) and Chemical Treatment Pond 2 (CTP2) and in the vicinity of wells GM-2R/GM-2DR and GM-7/GM-7R. In October 2008, the information collected for the SCR was used to develop a mathematical groundwater model for the site using MODFLOW Version 3.1.0 (S&ME Project 1264-07-234M). The model defines the groundwater hydraulics (i.e. groundwater flow) at the site and can be used to simulate various hydraulic changes that may occur at the site. The calibrated model can be further used to simulate the movement of dissolved materials such as radionuclides through the groundwater system. In October 2008, Duke Energy requested that S&ME perform an analysis of suspected tritium sources (i.e. release points) that have the potential to cause the elevated tritium concentrations detected by the GPI. The findings of S&ME's analysis were provided to Duke Energy in the document dated March 4, 2009 entitled Analysis of Liquid Waste Disposal and East Yard Drain Pipes as Potential Tritium Sources. The focus of S&ME's analysis was the sources identified by Duke Energy. These sources were the East Yard Drain and Liquid Waste Disposal (LWD) lines. While the findings of this evaluation were informative, they were inconclusive as to the potential source(s) of the elevated tritium concentrations in groundwater wells GM-7/GM-7R. In June 2009, discussions began between Duke Energy and S&ME regarding additional assessment at the site to further the understanding of the potential tritium sources at the site. Key components of the discussions included collection and laboratory analysis of 1 of 38
Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- soil samples adjacent to the L WD line, installation of additional monitoring wells with associated groundwater sampling and analysis, and re-examination of the site's hydrogeologic conditions. In November 2009, S&ME Proposal ENV-090-09 Revision 3 was issued to Duke Energy. This proposal included a Scope of Services for additional assessment services and evaluation activities at ONS. The following sections of this report provide a summary of the additional assessment and evaluation activities, findings, and associated recommendations.
2.0 LWD SOIL BORINGS 2.1 Purpose On February 12, 2008, a leak test was performed by Duke Energy on the L WD line (see Figure 2) by pressuring the line with air and monitoring the line for pressure drop. The test indicated a pressure drop of 1 pourid per square inch, which was attributed by Duke Energy to a faulty valve. It is our understanding that Duke Energy does not believe a leak exists in the L WD line. S&ME's October 2008 analysis of suspected tritium sources (see Analysis of Liquid Waste Disposal and East Yard Drain Pipes as Potential Tritium Sources) concluded that multiple pinhole leaks would have to be present in the L WD line to cause the magnitude of groundwater impacts in the vicinity of wells GM-7/GM-7R. This conclusion was largely made based on the tritium concentration typically detected in the liquids that are transported by L WD line and the proximity of the L WD line to well GM-7/GM-7R. As a means to further evaluate if the L WD line is leaking, Duke Energy and S&ME concluded that samples of soil beneath the L WD line should be collected and the soil moisture should be analyzed for tritium. 2.2 Location Selection Duke Energy and S&ME conferred and concluded that soil borings would be completed adjacent to the L WD line approximately every 5 feet, beginning at the LWD line elbow, moving east, and stopping at the toe of slope extending between the Power Block (area of Reactors and Turbine Buildings) level and Switchyard level. We further agreed that soil borings would be performed along the section of the L WD line traveling north from the elbow. However, these soil borings would only extend out approximately 30 feet from the elbow. The spacing of the borings was chosen to increase the potential for detecting a leak in the L WD line. One additional soil boring (Background) was planned for completion approximately 50 feet south of the L WD line study area as means to evaluate background tritium concentrations in the soil. Another boring (L WD-25) was also planned for completion at the location where the LWD line crosses the Protected Area (PA) fencing. This location was chosen to evaluate if the installation of a fence post had damaged the L WD line. The locations of the soil borings are indicated on Figure 3, L WD Line Hand Auger Boring Locations . 2 of 38
Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- 2.3 Field Methods 2.3.1 Plant Access Training, Mobilization, Safety Orientation Prior to beginning field activities S&ME personnel and Utility Specialists, Inc. (USI) personnel completed personnel plant access training (PAT) at Duke Energy In-Processing in Central, South Carolina. PAT activities took place beginning on November 16, 2009.
In addition, select S&ME and USI personnel completed trench safety training provided by Fluor Corporation (Fluor). Trench training was required by Fluor given that the LWD line study area was in the vicinity of the Protected Service Water Project at the toe of the slope near the west side of the 525 kV Switchyard. On December 11, 2009, Duke Energy and S&ME coordinated the mobilization of the personnel designated to perform the L WD line soil sampling. The soil sampling personnel also participated in daily safety meetings that were coordinated and led by Duke Energy.
- 2. 3. 2 Utility Clearance Prior to beginning soil sampling activities, S&ME contracted USI to perform underground utility locating activities, which included marking the location of the L WD line using Pipehorn Subsite Radio Detection techniques. Ground Penetrating Radar (GPR) techniques could not be used since USI could not safely maneuver the GPR equipment on the terrain (i.e. the slope) associated with the study area .
- USI flagged the location of the L WD line approximately every five feet. On each flag, USI noted the approximate depth below grade of the L WD line.
2.3.3 Soil Borings S&ME personnel completed twenty-six (26) soil borings by advancing a 23/4-inch inside diameter (31/4-inch outside diameter) stainless steel hand auger. One of the borings (Background) was performed approximately 40 feet south of the L WD line for the purpose of collecting a background conditions sample. A hand auger was the chosen equipment to complete these borings because the sloping conditions and the Protected Service Water Project prevented the placement and use of a drill rig.
- 2. 3. 4 Soil Sampling With the exception of the Background boring, at least one soil sample was collected from each boring at a depth of approximately 1.5 feet to 3 .5 feet below the estimated depth of the LWD line. At three of the soil boring locations (LWD-5, LWD-7 O/S, and L WD-24),
soil samples were collected at a depth of 2 feet or less (above the L WD line) as means to gauge the background concentration of tritium. At the Background boring, a soil sample was collected at a depth of 2 feet below grade .
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- 2.3.5 Equipment Cleaning and Investigative Derived Waste Management Prior to beginning hand auger activities at each borehole, the down-hole tooling was cleaned with an Alconox/water mixture and allowed to dry. Water generated from the cleaning procedures was allowed to filter through gravel before entering yard drains.
Duke Energy Radiation Protection (RP) periodically screened the soil cuttings for activity during completion of soil borings. At no time during drilling activities did RP indicate that elevated radiological activity was present in the screened soil. The soil borings were backfilled with the soil cuttings.
- 2. 3. 6 Sampling Analysis The collected soil samples were immediately placed in laboratory-prepared containers provided by Pace Analytical Services, Inc. (Pace Analytical) in Greensburg, Pennsylvania and stored in a chilled cooler. Each sample container was labeled to identify the sample number, date, location, and analysis to be performed. The sample containers were shipped under chain-of-custody procedures by Duke Energy's radiological laboratory, EnRad Laboratories (EnRad), to Pace Analytical to have their soil moisture analyzed for tritium.
During the initial laboratory analysis procedure (results summarized in the January 29, 2010 laboratory report), Pace Analytical combined approximately 50 grams of each soil sample with low tritium background water. The water was separated from the soil using filtration and distillation techniques. A representative portion of the collected water was combined with liquid scintillation cocktail and counted in a liquid scintillation counter (LSC). According to Pace Analytical, approximately 1 milliliter (mL) of water was obtained from the sample for analysis. The remaining volume of water that was analyzed was the low tritium background water that was initially added to the soil sample. For the laboratory analysis presented in the March 2, 2010 laboratory report, two of the samples (30000550 and 30000551) were recounted at the request of Duke Energy. The March 2, 2010 report summarized the recount results for sample 30000550 and 30000551 as well as the January 29, 2010 results for the remaining samples. For the laboratory analysis presented in the March 16, 2010 laboratory report, samples 30000550 and 30000551 were again recounted with the suspicion that chemical interference in the sample count may have caused a high reading. The March 16, 2010 laboratory report includes the results of the recount for samples 30000550 and 30000551 only.
- In association with the laboratory analysis presented in the July 2, 2010 laboratory report, Pace Analytical heated approximately 300 grams of each soil sample and was able to collect approximately 10 mL of water from most of the soil samples. The collected water was directly analyzed for tritium. The July 2, 2010 report presents the results from analyzing the water obtained by heating the soil samples.
The various laboratory reports noted above are included in Appendix A . 4 of 38
Site Characterization Report Addendum S&ME Project 1411 092 Duke Energy Oconee Nuclear Station May 2011
- 2.3. 7 Survey At each soil boring, S&ME flagged the location and noted the boring identification on the flag . Duke Energy surveyors surveyed the horizontal and vertical control locations of each flag marking the soil boring locations . Horizontal datum is South Carolina Grid NAD 27 and Plant Grid ; vertical datum is NGVD 29. The survey data is provided in Table 1, L WD Soil Boring Information.
3.0 MONITORING WELL INSTALLATIONS 3.1 Location Selections The location and target depths for the additional GPI monitoring wells were selected based on the following objectives:
- increase knowledge regarding the hydro geologic conditions of the site;
- gain additional information the horizontal and vertical extent of tritium in the groundwater;
- provide additional monitoring points to monitor for off-site migration; and,
- gain information regarding the potential source(s) of the tritium release.
Seventeen (17) additional GPI monitoring wells (designated with the identification prefix "GM") were selected for installation at ONS . Based on groundwater quality data obtained via these initial seventeen (17) wells, two (2) additional GPI monitoring wells were selected for installation . Of the nineteen 19 wells selected for installati Is were targeted with depths to moni water occ material (and have no suffix to their d of stallation in the transition Two 2 of the w allation in the bedrock and ha DR:', depending on the associated well pair) to define the vertical extent of tritium in the groundwater. Three (3) of the shallow monitoring wells (GM-16, GM-17, and GM-18) were not installed because shallow groundwater was not encountered above bedrock at their locations (near the southeast corner of the Turbine Building). Consequently, the targeted depths of "R" wells GM-16R and GM-l 7R were modified as to monitor the deeper, less fractured/weathered bedrock. As such, the suffix for GM-16R and GM-17R was changed to " DR". Well GM-l 8DR was not installed because water bearing fractures were not encountered in the borehole. The net result was eighteen (18) new GPI monitoring wells installed and documented herein. The locations of previously existing monitoring wells and the eighteen (18) new GPJ monitoring wells (colored red) are portrayed on Figure 4, Groundwater Protection Initiative Monitoring Wells .
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- 3.2 SCDEHC Well Installation Permits On November 12, 2009, S&ME submitted a Groundwater Monitoring Well Application to the South Carolina Department of Health and Environmental Control (SCDEHC) for the installation of sixteen (16) additional GPI wel ls. SCDEHC issued Groundwater Monitoring Well Approval #3744 dated November 25 , 2009. This document ranted a rova l from SCDEHC to install the following sixteen (16) shallo and bedroc
'"""111'111watermonitorin wells: GM-7DR, GM-15 , GM-15R, GM-16, GM-16R, GM-17, GM-17R, GM-18, GM-18R, GM-19, GM-19R, GM-20, GM-20R, GM-21 , GM-22, and GM-23. The application and approval are included in Appendix B.
On December 11 , 2009, S&ME submitted a letter to the SCDEHC indicating that one (1) additional monitoring well would be installed at ONS. In the letter, S&ME stated that the well wo uld be installed adjacent to we ll pairs GM- l 6/ l 6R, GM-17 /17R, or GM-18/ 18R and the target depth would be determined based fie ld observations. This well was inadvertently omitted of the November 12, 2009 application submittal. This letter is included in Appendix B. On January 13 , 2010, S&ME submitted a Groundwater Monitoring Well App lication for the installation of two (2) add itional monitoring wells (GM-24R and GM-25R) . SCDEHC issued Groundwater Monitoring Well Approval #3778 dated January 20, 2010. The application and approval are included in Appendix B. On January 22, 2010, at the request of Ms. Bobbi Coleman with SCDEHC, S&ME provided a revised well application form for GM-24R and GM-25R (see Appendix B) . SCDEHC requested that the form be modified to indicate what parameters the groundwater samples would be tested for. The form was modified to state that the collected water samples would be analyzed for tritium . On February 16, 20 I 0, S&ME submitted a letter to SCDEHC notifying them of the anticipated well installation schedule. The letter stated that installation of GM-1 8R and GM-18DR had been delayed pending the detection of a water bearing fracture at the boring for GM-18DR. The installation of the deeper rock well had been delayed pending the groundwater screening results at GM- l 8R, GM-l 8DR, GM-24R, and GM-25R. The February 16, 20 I 0, letter is included in Appendix B. In accordance with permit conditions, S&ME periodically submitted completed and signed Water Well Record (DHEC 1903) forms to the SCDHEC as wells were constructed and surveyed. A copy of the Non-Residential Water Well Records - Submittals #1 and #2, are included in Appendix B. 3.3 Field Methods 3.3. 1 Plant Access Training, Mobilization, Safety Orientation, Security Access Prior to beginning field activities S&ME personnel, SAEDACCO, Inc. (SAEDACCO) drilling personnel, and USI personnel completed PAT at Duke Energy In-Processing. PAT activities took place beginning on November 16, 2009 .
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Site Characterization Report Addendum S&M E Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- On November 19, 2009, Duke Energy and S&ME coordinated the mobilization and security access of USI personnel and their equipment associated with utility locating and soft-dig services to ONS (see Section 3.3.2). On November 30, 2009, Duke Energy and S&ME coordinated mobilization and security access of personnel, equipment, and materials related to drilling activities to ONS.
At the beginning of each work day, Duke Energy personnel coordinated and led a safety meeting with S&ME and its subcontractors. 3.3.2 Utility Clearance and Soft-Dig Precautions Duke Energy engineering and surveying personnel reviewed the initially selected well locations versus existing site plans with underground utility information. Prior to beginning drilling activities, S&ME contracted USI to perform underground utility locating activities using Pipehom Subsite Radio Detection and GPR techniques. USI was also subcontracted to soft-dig approximately 8 feet at each boring location, as a precaution against drilling into underground utilities. The soft-dig activities involve using compressed air to dislodge soil and a vacuum to remove the soil. Soft-dig techniques were also used to excavate the soil for the well pad at GM-18R and for each well protection bollard. Bollards were installed around each stick up well cover to aid in preventing damage to the well. Soil generated as part of soft-dig precautions was screened for activity by RP. Soil
- approved by RP was placed in two (2) roll-off boxes provided by Rain for Rent, Inc .
3.3.3 Soil Test Borings, Soil Classification, Soil Testing In order to expedite installation of the additional GPI monitoring wells, three (3) drill rigs were simultaneously in operation at the site, beginning on December 3, 2009. One of the rigs, a 2005 track-mounted Dietrich D-50, was provided and operated by S&ME. A 2006 track-mounted Dietrich D-50 rig and 1992 truck-mounted Mobile B-57 rig were provided and operated by SAEDACCO. Due to mechanical issues, the Mobile B-57 rig was later replaced by a 1999 track-mounted Dietrich D-50, also provided and operated by SAEDACCO. With the exception of the borehole for well GM-23, soil test borings were generally drilled into the residual soil/saprolite using 41/4-inch inside diameter (nominal 81/4-inch outside diameter) hollow-sterri augers and/ot mud-rotary drilling using NW casing (nominal 2 7/ 8-inch diameter) fronted with a]nominal 47/ 8-inch diameter roller cone bit. Split-spoon sampling (ASTM Dl586) was utilized to sample soils at approximate 5-foot intervals. Drilling and soil sampling at single well locations was advanced to a depth of approximately 50 feet below ground surface; exceptions included shallower auger refusal depths or groundwater encountered deeper than 50 feet below ground surface. Drilling and soil sampling at locations with multiple wells was continued to auger refusal. The borehole in association with well GM-23 was created by advancing a 23/4-inch inside diameter (31/4-inch outside diameter) stainless steel hand auger. A hand auger was chosen 7 of38
Site Characterization Report Addendum S&M E Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- at this location because the sloping conditions and the Protected Service Water Project prevented the placement and use of a drill rig.
Soil samples were observed, visually classified, and photographed in the field by the on-site geologist for origin, consistency/relative density, color, and soil type in accordance with the Unified Soil Classification System (ASTM D2487/D2488). Soil Boring Logs portraying drilling depth, soil sample depths, blow counts (N-values), and soil classifications are included in Appendix C, arranged by well location. Also included are photographs of split-spoon soil samples, arranged by well location, for reference and record. A Legend to Soil Classifications and Symbols is included for reference. 3.3.4 Rock Coring and Classification For the borings advanced into bedrock, drilling was continued with NQ (nominal 3-inch diameter) rock coring techniques (ASTM D2113) below auger/roller cone refusal. In general, a minimum of 20 feet of rock was cored at each rock well location for visual and manual classification. More rock was cored depending on fracture locations, groundwater level, and if additional depth was required for screen separation between adjacent shallower and deeper wells. The on-site geologist photographed and visually classified the rock samples for color, weathering, fracturing, and rock type in accordance with Field Guide for Rock Core Logging and Fracture Analysis (Midwest Geosciences). Percent recovery and Rock Quality Designation (RQD) were calculated for each rock core interval.
- Soil Boring Logs portraying rock core intervals, percent recovery, RQD, and rock classifications are included in Appendix C, arranged by well location. Also included are Rock Core Logs presenting a graphical presentation of the rock coring interval and photographs of the rock core samples, arranged by well location.
3.3.5 Permeability Testing Open-hole falling head (OHFH) permeability tests and packer tests were conducted in the soil boreholes/rock coreholes. The goal of the in-situ permeability testing was to obtain a representation of the permeability/hydraulic conductivity across and within the various hydrostratigraphic units (reference SCR and Section 5.2). OHFH permeability tests were conducted at selected intervals in the soil/saprolite (Ml) and/or weathered rock (M2) hydrostratigraphic units (above auger/roller cone refusal). The OHFH permeability tests in the soil/saprolite comprised drilling to the desired depth, removing drilling tools (as applicable), inserting and seating NW casing to the bottom of the borehole, and advancing a 2 15/winch diameter roller bit approximately three feet below the bottom of the casing. The extended borehole and casing were then filled with water. The rate of water loss/seepage over time was measured using a pressure transducer and data-logger. Open-borehole (horizontal) permeability (Kh) was computed from the raw field data using AQTESOL V software. The output from the AQTESOL V analysis is provided in Appendix C .
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- OHFH permeability tests were conducted at selected intervals in the partially weathered/fractured rock (WF) and sound rock (D) hydrogeologic units below auger/roller cone refusal. The OHFH permeability tests below refusal were generally conducted at the following location levels:
- One test within the first core interval (generally 5 feet or less); and,
- One test within the first and second core intervals combined (generally 10 feet or less).
The OHFH permeability tests in the partially weathered/fractured rock and sound rock comprised coring to the desired depth and removing the core barrel. The NW casing was left in place, seated at the top of rock. The corehole and casing were then filled with water. The rate of water loss over time was measured using a pressure transducer and data-logger. Open-borehole (horizontal) permeability (Kh) was computed from the raw field data using AQTESOLV software. The output from the AQTESOLV analysis is provided in Appendix C. 3.3.6 Groundwater Screening Monitoring wells GM-7DR and GM-16DDR were installed as a means to define the vertical extent of the tritium plume. In order to determine the final well depths, during coring activities, groundwater samples were collected from suspect water bearing fractures and screened by Duke Energy RP for tritium. These samples were collected by using packers to seal the corehole above the fractured area of interest and pumping the
- groundwater that entered below the packered zone to the surface using an electric submersible pump.
During completion of the borehole for GM-18DR, also planned for installation to define the vertical of the extent of the tritium plume, no water bearing fractures were encountered. For this reason, no well was installed at GM-18DR and the borehole was abandoned by filling the corehole with bentonite and the borehole portion with neat cement according to South Carolina Well Standards (Regulation 61-71).
- 3. 3. 7 Permanent Well Construction With the exception of well GM-23, the monitoring wells were constructed of2-inch inside diameter (I.D.), NSF Grade PVC (meeting ASTM D-178S and F480) Schedule 40 flush-joint threaded casing and 0.010-inch machine slotted screen. Well GM-23 was constructed of I-inch I.D., NSF Grade PVC (meeting ASTM D-178S and F480) Schedule 40 flush-joint threaded casing and 0.001-inch machine slotted screen. Once the borehole/corehole was completed, the on-site geologist selected the screen interval and depth then approved the monitoring well construction based on site-specific hydrogeologic conditions and the following general criteria:
- 1. For shallow monitoring wells located above refusal, the saprolite groundwater monitoring well screen intervals were generally 15 feet in length and located so that the stabilized water table intersected the screen interval with approximately 10 feet of screen submerged beneath the water table. In areas where relatively
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- shallow groundwater levels (i.e., less than five feet below land surface) were encountered, the top of the screen was placed at a depth of approximately five feet below land surface to allow adequate seal and to allow sufficient grout and concrete collar to secure the protective casing.
If the bottom of the shallow monitoring well's screened interval was located above the borehole termination depth, the interval below the screen bottom was sealed using pelletized bentonite prior to placement of the screen. The annular space between the borehole wall and the well screen was backfilled with clean, well rounded, washed, high grade # 1 silica sand. The sand pack was placed to approximately two feet above the slotted screen. A 1- to 2-foot pelletized bentonite seal was placed above the filter pack. The remainder of the annular space was filled with a cement/bentonite grout (neat cement) from the top of the bentonite seal to near ground surface.
- 2. For wells with their screen interval located below auger/roller cone refusal, the screen interval was selected based on in-situ conditions of the bedrock [e.g., most apparent groundwater bearing fracture(s)] and maintaining a separation interval (e.g., 20+/- feet) between adjacent shallow and deep monitor well screens. Well screens were generally five feet in length unless greater screened intervals were deemed necessary by the on-site geologist to allow more fractures to intersect the screened interval.
- If the bottom of monitoring well's screened interval was located above the corehole termination depth, the interval below the screen elevation and bottom of boring was sealed using pelletized bentonite.
No sand pack was placed within the annular space between the corehole and screen. To seal the monitored interval, a rubber K-packer assembly (manufactured by Western Rubber & Mfg., Part KPRR23, 2-inch x 3-inch coupling) was installed above the screen which uses three rubber ribs to form a seal between the corehole and casing. To further reinforce the seal, one bag of E-Z Seal and an approximately 1- to 2-foot thick granular bentonite layer was placed above the K-packer. The remainder of the annular space was filled with a cement/bentonite grout (neat cement) from the top of the bentonite seal to near ground surface.
- 3. Due to the extended depths of well GM-7DR, the well was constructed with a permanent 4-inch I.D. Schedule 40 flush-joint threaded outer casing meeting NSF Gra_ge PVC (meeting ASTM D-178S and F480). During well construction, the outer casing is installed in the borehole to the depth of auger/roller cone refusal. The outside annulus and bottom of the casing is filled with grout and allowed to cure.
After curing is complete, the borehole is advanced through the bottom of the outer casing to the target depth using rock coring techniques. The installation of the outer casing further reduces the potential for shallow groundwater to migrate vertically (via the borehole) into the consolidated rock material.
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- Based on well location and ONS requirements, either a 4-inch square aluminum protective casing (manufactured by IES Drilling Supplies, T-60 aircraft aluminum, 0.125" wall thickness) with a locking cap or an 8-inch steel manhole (manufactured by IES Drilling Supplies, cast iron with Buna rubber seals) was installed over the well's riser pipe. If a protective casing was installed, then it was sealed and immobilized in a concrete collar placed around the protective casing. If a manhole was installed, then it was seated in a pea gravel collar to allow for drainage of surface water away from the wall of the casing if it penetrates the manhole seal. Wells constructed in paved areas were completed with a 2-foot square concrete pad. Wells constructed in soil, grass, or gravel areas were completed with a 3-foot square concrete pad. The concrete pads were sloped gently away from the well in all directions and inscribed with the well's identification number.
The only exception to the above was at well set GM-18R, where a larger concrete pad was designed by-S&ME and constructed by Duke Energy to provide passage of heavy equipment. Each well location was affixed with a permanent well tag which includes at a minimum the following information:
- Well identification number;
- Driller registration number;
- Total depth of well;
- Depth of screen interval; Depth to groundwater following well completion; and, A warning that the well is not for water supply and that the groundwater may contain hazardous materials.
As-built well locations are identified on drawings GM-O-1 Rev. 7 and GM-O-2 Rev. 6 provided in Appendix D. As-built well details are provided on drawings GM-O-3 Rev. 5 and GM-O-4 Rev. 4, also provided in Appendix D. A summary of well construction details for the eighteen ( 18) permanent wells installed as part of this additional assessment is provided in Table 2, Monitoring Well Construction Summary. Well Completion Reports presenting a graphical depiction of well construction details are included in Appendix C, and are arranged by well identification. 3.3. 8 Well Modifications/Repair During field activities, S&ME and Duke Energy personnel observed standing water covering the at-grade manholes that were previously installed at GM-7 and GM-7R. Due to concerns regarding surface water leaking inside the manholes, S&ME replaced the manholes with above grade protective casings at the request of Duke Energy. As part of installing the above grade protective covers at GM-7 and GM-7R, the riser pipe was extended to make the well accessible for sampling. At the request of Duke Energy, a new well cover and pad were installed at GM-lR. The original well cover and pad at GM-lR were damaged .
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- 3.3.9 Well Development Fallowing well installation, the permanent monitoring wells were developed in order to remove clay, silt, sand, and other fines which may have been introduced into the formation or sand pack during drilling and well installation, and to establish communication of the well with the aquifer. Well development was perform~d using a submersible, electric pump and was performed as soon as possible after well construction. Development pumping continued until the water being removed was relatively clear and sediment free. At least five well volumes of water were pumped from the wells.
3.3.10 Slug Testing Following monitoring well installation and development, slug tests were performed in each new permanent groundwater monitoring well to evaluate the horizontal hydraulic conductivity of the subsurface materials surrounding the saturated portion of the screened interval. Slug tests were performed by removing water from the well using a portable well pump. The well was then allowed to recharge as measurements of increasing water level over time were recorded using a pressure transducer and data logger. Rising head (horizontal) permeability (Kh) was then computed from the field data using the Bouwer and Rice Graphical Method with AQTESOLV' software. Slug test computation results are included in Appendix C, arranged by well identification. 3.3.11 Equipment Cleaning and Investigative Derived Waste Management Prior to initial drilling activities, down-hole equipment was cleaned with high pressure hot water and allowed to dry. Cleaning was performed similarly between each soil test boring location. Water generated from the cleaning procedures was allowed to filter through gravel before entering yard drains. During on-site drilling activities, soil cuttings were contained until Duke Energy's RP group performed radiological testing and cleared soil for disposal. Soil was temporarily contained in a steel mud tub during mud rotary drilling and in a skid steer bucket during auger drilling. The soil cuttings were field screened by RP prior to them being placed into a filtered roll-off box. RP did not indicate that elevated radiological activity was present in the screened soil at any time during drilling activities. Two roll-off boxes, provided by Rain for Rent, Inc., were used to store the soil cuttings and drilling fluids. One roll-off box was positioned inside the PA and the second box was positioned outside of the PA east of the 525 KV Switchyard. Soil from the roll-off box located near the switchyard was removed by USI by suction and placed in a dump truck. At the direction of Duke Energy, the soil was from this box was disposed of along the road leading to the firing range at ONS. The soil from the roll-off box located in the PA was removed by Phillips Recovery, Inc. and disposed of along the road leading to the firing range at ONS. Water generated from field activities such as rock core water, development water, and in-situ testing water, was allowed to filter through gravel before entering yard drains . 12 of 38
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- 3.3.12 Survey Duke Energy surveyors surveyed the horizontal and vertical control locations of the newly installed GPI monitoring wells. In addition and as noted above, the TOC elevation of the extended riser pipes at wells GM-7 and GM-7R were re-surveyed by Duke Energy surveyors; the revised TOC elevations are reflected in the data of this report. Horizontal datum is South Carolina Grid NAD 27 and Plant Grid; vertical datum is NGVD 29. The survey data is provided in Table 1.
4.0 MONITORING WELL SAMPLING 4.1 Field Methods The groundwater samples were collected in accordance with Duke Energy Procedure 3175.0; Procedure for Groundwater Monitoring and Sample Collection, February 2006. In general, the sampling procedure can be described as follows: Groundwater for Duke Energy's Nuclear Groundwater Protection Initiative is sampled by "Low Flow/Low Energy" methodology. Samples are collected using pneumatic bladder pumps and dedicated tubing. Pumps are placed near the middle of the wetted well screen and flow rates are adjusted to match (where achievable) the groundwater recharge rate of the well. Purged water is passed through a flow-through chamber connected to a calibrated multi-parameter instrument for measurement of stabilization parameters. Sample collection begins when three consecutive readings collected at five minute intervals meet stabilization criteria between readings (temperature +/-10%, specific conductance +/-5%, pH+/- 0.2 SU, ORP +/-l0mV, and DO +/-10%). Samples are collected into new sample containers supplied by the laboratory for the collection of groundwater samples. Samples are preserved at the time of collection with preservatives appropriate for the parameters to be analyzed. A chain of custody program allows for the tracking of possession and handling of samples from the time of field collection through laboratory analysis and report preparation. 4.2 Sampling Events On January 25-27, 2010, the existing and newly installed GPI wells were sampled as part of the routine quarterly monitoring event. S&ME collected the groundwater samples from the newly installed GPI wells and Duke Energy collected the groundwater samples from the existing GPI wells. Wells GM-16DDR, GM-18R, GM-24R, and GM-25R were not yet installed at the time of the sampling event. Table 3, Sample Collection Measurements Summary - January 2010, summarizes the field data collected during the January 2010 sampling event. On March 17, 2010, wells GM-7, GM-7R, and GM-7DR were re-sampled based on the detection of elevated tritium concentrations in well GM-7DR during the January 2010 sampling event (see Section 5.4.2). Prior to collecting the sample from GM-7DR, approximately 500 gallons of water was pumped from GM-7DR as part of re-development activities for this well. Additional details regarding the re-development are provided in Section 5 .4.2. Table 4, Sample Collection Measurements Summary -
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- March 2010 summarizes the field data collected during the March 2010 re-sampling of GM-7, GM-7R, and GM-7DR.
On April 19-21, 2010, the existing and newly installed permanent GPI wells were sampled by Duke Energy as part of the routine quarterly monitoring event. Table 5, Sample Collection Measurements Summary - April 2010 summarizes the field data collected during the April 2010 sampling event. 4.3 Sample Analysis The collected groundwater samples were immediately placed in laboratory-prepared containers provided by EnRad. Each sample container was labeled to identify the sample number, data, location, and analysis to be performed. The sample containers were transported by Duke Energy under chain-of-custody procedures to EnRad for analysis for tritium. The EnRad laboratory report for the January 2010 sampling event is included in Appendix E. The laboratory reports for the March 2010 re-sampling of GM-7, GM-7R, and GM-7DR and the April 2010 sampling event are included in Appendix F. 5.0
SUMMARY
OF FINDINGS The following sections provide a summary discussion of the findings from the additional assessment activities .
- 5.1 LWD Soil Samples The tritium activity measured in the moisture from soil samples collected from around the L WD line are summarized in Table 6, L WD Soil Moisture Tritium Analytical Results. Recalling Section 2.3.6, the extraction/analytical methods varied between the reported activities of January 29, March 2, and March 16, 2010 (filtration to obtain soil moisture, combination with liquid scintillation cocktail, and liquid scintillation counter) and July 2, 2010 (heating the soil to drive off and collect moisture and direct count of tritium activity).
It was originally noted that there were high levels of uncertainty associated with the activity values reported January 29, 2010. Further, samples 30000550 and 30000551 exhibited relatively higher activity than the other samples. The activity of these two samples was recounted on March 2 and March 16, 2010, with lower activity and lower uncertainty each time. Given the high levels of uncertainty associated with January 29 counts, and the inconsistency between the January 29, March 2, and March 16 tritium counts of samples 30000550 and 30000551 it is our opinion the accuracy and precision of these tritium counts are suspect. The relative activities and uncertainties associated with the July 2, 2010 tritium counts are at least much more consistent across the sample set than those from the earlier counts. While suspicion remains about the accuracy and precision of all of the tritium counts in the soil moisture from soil samples around the L WD line, it is our opinion that the overall 14 of 38
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- magnitude of activity counted in the soil moisture may be revealing. The highest activity (including the highest uncertainty) from the July 2, 2010 count is 2,194 picocuries per liter (pCi/L) (L WD-7 O/S). The highest activity (including the highest uncertainty) from the suspect January 29, 2010 count is 11 ,314 pCi/L (LWD-24) . Recalling that the LWD line typically transports liquid waste with tritium concentrations several order of magnitudes higher than the concentrations detected in the soil , and that the analyzed soil samples were collected within only a few feet of the LWD line, comparison of the extreme counted values with the typical transport values suggests no active leak from the L WD line is occurring.
5.2 Geologic Summary As in the SCR (S&ME, 2008) the following hydrostratigraphic units were selected for site characterization use on this project:
- 1. Fill (F) - Embankment material that has been either dumped or sluiced into place.
- 2. Alluvium (S) - Material deposited by stream action and consisting mainly of sandy silts and silty sands.
- 3. Soil/Saprolite (Ml)- Soil and saprolite, primarily sandy silt and silty sand, developed by the in-place weathering of the underlying bedrock with Standard Penetration Resistance of N< l 00.
- 4. Weathered Rock (M2) - Saprolite and weathered rock with Standard Penetration Resistance of N> 100 and/or Rock Core Recovery < 50%.
- 5. Partially Weathered/Fractured Rock (WF) - Rock with Rock Core Recovery >
- 50% and Rock Quality Designation < 50% .
- 6. Sound Rock (D)-Rock with Rock Core Recovery > 85% and Rock Quality Designation > 50%.
A summary of the hydrostratigraphic units for the soil borings installed as part of the additional assessment activities at ONS is provided in Table 7, Hydrostratigraphic Units Summary. Of the nineteen (19) newly completed soil borings, man-placed fill (F) beneath varying surface improvement of asphalt, concrete, stone, or grass was encountered in ten (10) borings. The fill material varied from fine to medium sandy silt to fine to coarse sand. The depth of the fill material sampled from the borings performed near the southeast corner of the turbine building (GM-16/GM-16R/GM-16DDR, GM-17R/GM-17DR, GM-24R, GM-25R) varied from approximately 11 feet to 29.8 feet below ground surface (bgs). Fill material was noted at boring GM-23 (performed on the slope in between the turbine building and the 525 kV Switchyard) from the groundwater surface to a depth of 11 feet bgs. This correlates with the construction of the fill slope leading from the 525 kV Switchyard to the elevation of the Power Block. Soil/saprolite (Ml) was noted in all nineteen (19) of the newly completed soil borings. The soil/saprolite unit was enerall formed of sil sand and sand silt with some occurrences of cla .
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-I Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- Please note that the top of the soil/saprolite units may be present at an elevation closer to the ground surface given that, in some cases, soil removed as part of the soft-dig activities was not able to be classified.
In thirteen (13) of the newly completed borings, weathered rock (M2) was observed. This occurrence was generally controlled by the target depth of the soil boring. The weathered rock was enerall sam led as silt sand with one occurrence of inter! d biotite ho weatllmKI rock unit observed bottom o weathe observed between 1 . s. Partially weathered, fractured rock (WF) was encountered in ten (10) of the newly completed soil borings and was generally sampled as granitic gneiss with intermittent biotite hornblende gneiss. The partially weathered, fractured rock was observed to be highly weathered and fractured. The top of the weathered, fractured rock layer was observed as shallow as 29.5 feet bgs and as deep as 79.9 feet bgs. The bottom of the weathered, fractured rock layer was observed between 34.5 feet bgs and 119.6 feet bgs. Material considered to be sound rock (D) was observed in thirteen (13) of the newly completed soil borings . The sound rock was generally sampled as granitic gneiss with intermittent biotite hornblende gneiss and is described as moderately fractured . Pegmatitic textured layers were observed at borings GM-l 6DDR, GM-l 7DR, GM-l 8DR, and GM-24R. The top of sound rock layer was observed between 34.5 feet bgs and 119.6
- feet bgs. The bottom of the sound rock unit was noted as shallow as 39.5 feet bgs and as deep as 215 .1 feet bgs. Please note that the bottom of the sound rock unit identified in this report, in most cases, represents the coring termination elevation and does not define the bottom of the sound rock unit.
Refusal to auger or roller cone advancement was encountered in fourteen (14) of the borings at depths ranging between 29.5 feet bgs and 79.9 feet bgs. Figure 5, Hydrogeologic Cross-Section Locations, illustrates the locations of cross-sections E-E' and F-F ', developed as part of the evaluation conducted in association with the additional assessment activities . Figure 6, Hydrogeologic Cross-Section E-E' (January 2010) depicts the hydrogeologic cross-section for section E-E', along with the depth to water and tritium concentrations measured during the January 2010 sampling event. Figure 7, Hydrogeologic Cross-Section E-E' (April 2010) provides the hydrogeologic cross-section for section E-E' and the associated depth to water and tritium concentration data for the April 2010 sampling event. Figure 8, Hydrogeologic Cross-Section F-F' (April 2010) includes the hydrogeologic cross-section for section F-F ' located near the Standby Shutdown Facility (SSF) building. 5.3 Hydrogeologic Findings 5.3.1 Groundwater Occurrence and Flow Prior to collecting groundwater samples, depth to water measurements were collected and
- recorded at each monitoring well. The depth to water measurements collected during the 16 of 38
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- January, March, and April 2010 sampling events are summarized in Table 8, Groundwater Level Summary.
Groundwater flows from areas of higher hydraulic head to areas of lower hydraulic head. The hydraulic head in the subsurface is established by plotting and contouring the groundwater elevations measured in the monitoring wells. The resulting contour map provides a two-dimensional depiction of the subsurface hydraulic head and is called a potentiometric surface (Freeze and Cherry, 1979). The slope of the potentiometric surface defines groundwater flow direction, perpendicular to the potentiometric surface contours. Conventionally, individual potentiometric surface maps would be constructed using data from wells screened in similar hydrostratigraphic units, i.e., for soil/saprolite/weathered rock (Ml/M2), partially weathered rock (WF), and sound rock (D), in as much as sufficient data is available for each unit. During development of the potentiometric surface drawings, and identification of data for inclusion to each surface, it became apparent that hydrostratigraphic condition rather than hydrostratigraphic unit was the better criterion for selection of data to include for each potentiometric surface. The results of the data selection are summarized in Table 9, Hydrostratigraphic Units and Groundwater Conditions Summary. Table 9 shows that four "R" series wells (GM-2R, GM-3R, GM-16R, and 24R) exhibit
- water table type conditions in which the groundwater elevation is within the well screen interval and/or slightly above (within 10+/- feet) the top of the well screen.
The water table surface for each sampling event was represented by considering eight (8) of the S&ME newly installed GPI monitoring wells as exhibiting water table groundwater conditions (see Table 9). A shallow water table groundwater potentiometric map was generated for the January and April 2010 sampling events using Surfer and the following data points:
- Surface water elevations of Lake Keowee (797.9 ft msl-January 2010, 799.1 ft msl-April 2010);
- Surface water elevations of Chemical Treatment Pond 3 (703.9 ft msl-January 2010, 703.9ftmsl-April2010); i
- Surface water elevations of the Conveyance (682.12 ft msl-January 2010, 682.12 ft msl-April 2010); )
- Eight (8) newly installed permanent shallow condition groundwater monitoring wells;
- Twenty-five (25) existing shallow condition groundwater monitoring wells:
- Ten (10) existing piezometers located on the Lake Keowee intake dike;
- Three (3) dewatering wells installed as part of the SSF dewatering system (DMW-1: 775 ft ms!, DMW-2: 750 ft msl, DMW-3A: 778 ft msl);
- Groundwater seep at the flume; and,
- Groundwater seeps east of the 525 kV Switchyard .
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- The surface water elevations of Lake Keowee during the January and April events were obtained from the Duke Energy lake levels website (http://www.duke-energy.com/lakes/levels.asp). The data and sample calculations associated with the Lake Keowee water elevations are provided in Appendix G.
The surface water elevations of Chemical Treatment Pond 3 (CTP3) and the Conveyance were measured by Duke Energy surveyors on March 10, 2010 and are assumed to be appropriate and consistent for the January and April shallow potentiometric maps. The CTP3 and Conveyance elevations were provided in an email from Mr. Estridge to Mr. Loftis on March 10, 2010 (see Appendix G). The groundwater elevation data for intake dike piezometers OIP-04, OIP-05, OIP-06, and OIP-P4 were estimated from plots containing depth to water readings from the piezometers previously listed from January 2006 to May 2010. The plots were provided in an email from Mr. Bud Starnes with Duke Energy to Mr. Loftis on May 10, 2010 (see Appendix G). The groundwater elevation data for intake dike piezometers OIP-01, OIP-02, OIP-03, OIP-07, and Wl was collected by Duke Energy personnel on May 19, 2010. The data was provided in an email from Mr. Starnes to Mr. Loftis on May 20, 2010 (see Appendix G). The groundwater elevation data for the SSF dewatering wells was measured on April 12,
- 2010 by Duke Energy and are assumed to be appropriate and consistent for the January and April shallow potentiometric maps. The SSF dewatering well data was provided in an email from Mr. Starnes to Mr. Loftis on May 18, 2010 (see Appendix G). Additional information regarding the dewatering system is contained in ONS Calculation OSC9017.
A site visit was conducted on June 26, 2008 to identify areas on the site where groundwater was seeping from the ground (springs). Four locations were observed that were thought useful in portraying shallow groundwater flow. These locations were a seep behind the concrete lined flume that drains into CTP3. Water was observed seeping through an expansion joint of the concrete and flowing directly into the flume. Other observed locations were the toe of the slope southeast of the 230 kV Switchyard, near the northeast corner of the 525 kV Switchyard, and in the natural drainage feature west of the Garage Building; The elevation and location of these seeps were surveyed by Duke Energy surveyors on July 16, 2008. In general, groundwater elevations in nionitoring wells at ONS have increased between July 2008 and January/April 2010. However, for the level of precision inherent within a site-wide groundwater potentiometric map at ONS, we considered use of the groundwater seep elevations still appropriate for developing the January and April 2010 shallow water table potentiometric maps. The shallow groundwater potentiometric maps for the January 2010 and April 2010 monitoring well sampling events are provided in Figure 9, Groundwater Potentiometric Map Shallow (Water Table) Wells January 2010 and Figure 10, Groundwater Potentiometric Map Shallow (Water Table) Wells April 2010,
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- respectively. Based on the shallow groundwater potentiometric maps, groundwater generally flows from northwest toward the southeast. A groundwater flow component also exists from the Lake Keowee intake to the east towards CTP3 and the Conveyance.
An additional groundwater flow component exists from Lake Keowee (at the cooling water discharge structure) to the south toward CTP3 and the Conveyance. This is consistent with groundwater flow conditions documented in the 2008 SCR. A cone of depression caused by the SSF dewatering system is also visible. According to Mr. Starnes in a May 19, 2010 telephone conversation with Mr. Loftis, two of the three dewatering wells were not working at the time the depth to water measurements were collected from the dewatering wells. Mr. Starnes indicated that well DMW-2 was functioning and wells DMW-1 and DMW-3A were not. Newly installed monitoring wells GM-20/20R, GM-21, and GM-22 appear to document a previously suspected boundary condition to the groundwater flow regime at the site. Comparison of the groundwater elevations between these wells and the water elevations of CTP3 and the Conveyance suggest groundwater surfaces at the CTP3 and Conveyance features. Groundwater south of the CTP3 and Conveyance features appears to flow north-northeast towards the CTP3 and Conveyance features. 5.3.2 Hydraulic Conductivities Hydraulic conductivities were measured at the newly installed GPI wells by combination of OHFH tests and slug tests. The tests results are summarized in Table 10,
- Permeability Testing Summary (Open-Hole Falling Head and Slug Testing) .
5.4 Groundwater Quality Groundwater quality is discussed relative to the groundwater sampling date and the following groundwater conditions established in Section 5 .3 .1: January 2010 Sampling and March 2010 Re-Sampling
- thirty-four (34) monitoring wells exhibiting shallow, water table type groundwater conditions; and,
- twenty (20) monitoring wells exhibiting deeper, submerged type groundwater conditions.
April 2010 Sampling
- thirty-six (36) monitoring wells exhibiting shallow, water table type groundwater conditions; and,
- twenty-three (23) monitoring wells exhibiting deeper, submerged type groundwater conditions.
The reader is asked to note that the number of wells noted above varies between the January/March and April sampling events because of the following conditions:
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- Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011 Monitoring well A-8 (water table conditions) was not sampled during the January sampling event; and, Monitoring wells GM-16DDR (submerged conditions), GM-18R (submerged conditions), GM-24R (water table conditions), and GM-25R (submerged conditions) were installed between the two sampling events.
5.4. 1 January 201 O Sampling Event A summary of the tritium concentration results in the groundwater samples collected during January 2010 are summarized in Table 11, Tritium Analytical Results in Groundwater Summary. Tritium concentrations in individual wells for the January 2010 sampling event are depicted on Figure 11, Tritium Concentration Map January 2010. 5.4.1.1 Shallow (Water Table) Groundwater Condition Wells Twenty-two (22) shallow groundwater monitoring wells (MW-RPO 1, MW-RP02, MW-RP03, A-2, A-9, A-11, A-12, A-17, A-18, BG-4, GM-3R, GM-5, GM-6, GM-9, GM-10, GM-11, GM-12, GM-13, GM-14, GM-20, GM-21, and GM-22) exhibited no detection of tritium during the January 2010 sampling event. Tritium concentrations in the remaining twelve (12) shallow, water table condition wells that were sampled ranged from 228 pCi/L in well A-1 to 9,130 pCi/L in well GM-16R. No shallow groundwater condition wells exhibited tritium concentrations above the 20,000 pCi/L EPA drinking water standard during this sampling event. Tritium concentration contours (greater than a concentration of 5,000 pCi/L) were developed for the shallow (water table) groundwater conditions using Surfer and are shown on Figure 12, Tritium Contour Map Shallow (Water Table) Wells January 2010. According to Figure 12, the shallow (water table) groundwater tritium elevated impacts are present in the vicinity of the southeastern corner of the Turbine Building and monitoring well GM-16R. 5.4.1.2 Deeper (Submerged) Groundwater Condition Wells Ten (10) deeper, submerged groundwater condition wells (GM-lR, GM-3DR, GM-5R, GM-6R, GM-9R, GM-1 lR, GM-12R, GM-13R, GM-14R, and GM-20R) exhibited no detection of tritium during the January 2010 sampling event. Tritium concentrations in the remaining ten (10) deeper groundwater condition wells ranged from 195 pCi/L in well GM-lOR to 35,400 pCi/1 in well GM-7DR. Two wells [GM-7R (24,400 pCi/L) and GM-7DR (35,400 pCi/L)] exhibited tritium concentrations above the 20,000 pCi/L EPA drinking water standard during this sampling event. A summary of the tritium concentration results in the collected groundwater samples are summarized in Table I 0. Tritium concentrations for the January 2010 sampling events are summarized on Figure 11 .
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- Tritium concentration contours (greater than concentrations of 5,000 pCi/L) were developed for the deeper (submerged) groundwater conditions using Surfer and are shown on Figure 13, Tritium Contour Map Deep Wells January 2010. Tritium data for well GM-7DR was not considered during development of the contour map since the well is screened at a depth significantly deeper elevation than the remaining deeper (submerged) groundwater condition wells.
Based on Figure 13, the tritium plume in the deeper (submerged) groundwater is concentrated around well GM-7R and extends towards the turbine building in the vicinity of well GM-16R. 5.4.2 March 2010 Re-sampling Event Following a review of the elevated tritium concentration detected in GM-7DR during the January 2010 sampling event, S&ME theorized that the elevated tritium concentration in GM-7DR might be attributable to tritium impacted groundwater that mixed within the open borehole in the interval between drilling and well construction. Our basis for this theory was cofounded in that approximately 49 gallons of development water was pumped from the well prior to the January 2010 sampling event, while, upon further consideration, there was the potential for approximately 182 gallons of groundwater to have mixed within the open borehole between drilling and well construction. Calculations documenting the volume of water that could occupy the open borehole for GM-7DR are included in Appendix H.
- Based on our theory, S&ME proposed to Duke Energy that well GM-7DR be re-developed by pumping at least 500 gallons from the well. The removal of 500 gallons from the well would equal approximately 21 well volumes and 2.7 borehole volumes.
Please refer to Appendix H for the calculations to determine the well volume of GM-7DR. At the request of Duke Energy, during the dates of February 8 to February 12, 2010 and February 17 to February 19, 2010, S&ME pumped approximately 500 gallons from well GM-7DR using a variable speed, submersible Grundfos pump. During the well re-development activities the well yielded approximately 0.1 gallon per minute. Following re-development of well GM-7DR, wells GM-7, GM-7R, and GM-7DR were re-sampled. 5.4.2.1 Shallow (Water Table) Groundwater Condition Wells During the March 2010 re-sampling event, tritium was detected in the GM-7 well at a concentration of 1,480 pCi/L. The detected concentration is consistent with the concentration detected during the January 2010 sampling event (1,380 pCi/L). 5.4.2.2 Deeper (Submerged) Groundwater Condition Wells During the March 20 IO re-sampling event, tritium was detected in submerged groundwater condition wells GM-7R and 7DR at concentrations of 27,400 pCi/L and 670 pCi/L, respectively. The tritium concentration detected at GM-7R is comparable to the 21 of 38
Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- concentration detected in GM-7R during the January 2010 sampling event (24,400 pCi/L). However, the tritium concentration detected at GM-7DR is significantly less than what was detected during the January 2010 sampling event (35,400 pCi/L).
Based on these results, S&ME believes that the elevated tritium concentration detected at GM-7DR during the January 2010 sampling event can be attributed to tritium impacted groundwater that mixed within the open borehole during the time interval between drilling and well construction. S&ME suspects that the initial well development activities were not sufficient to remove the volume of tritium impacted groundwater that could have mixed within the open borehole. Based on the laboratory results, the subsequent well development activities appear to have removed the amount of water that could have mixed. 5.4.3 April 2010 Sampling Event A summary of the tritium concentration results in the collected groundwater samples are summarized in Table 11. Tritium concentrations from the April 2010 sampling event are summarized on Figure 14, Tritium Concentration Map April 2010. 5.4.3.1 Shallow (Water Table) Groundwater Condition Wells Eighteen (18) monitoring wells (MW-RPO 1, MW-RP02, MW-RP03, A-2, A-11, A-12, A-l 7, A-18, BG-4, GM-6, GM-8, GM-9, GM-11, GM-12, GM-14, GM-20, GM-21, and GM-22) exhibited no detection of tritium during the April 2010 sampling event.
- Tritium concentrations in the remaining eighteen (18) shallow, water table condition wells ranged from 165 pCi/L in well GM-13 to 14,100 pCi/L in well GM-16R. No shallow groundwater condition wells exhibited tritium concentrations above the 20,000 pCi/L EPA drinking water standard during this sampling event.
Figure 15, Tritium Contour Map Shallow (Water Table) Wells April 2010 illustrates the tritium concentration contours (greater 5,000 pCi/L) developed using Surfer for the shallow (water table) groundwater. Based on Figure 15, the shallow (water table) groundwater tritium elevated impacts are present in the vicinity of the southeastern corner of the Turbine Building and are generally focused around monitoring well GM-16R, similar to conditions observed January 2010. 5.4.3.2 Deeper (Submerged) Groundwater Condition Wells Eight (8) deeper, submerged groundwater condition wells (GM-SR, GM-6R, GM-9R, GM-lOR, GM-1 lR, GM-13R, GM-14R, and GM-20R) exhibited no detected of tritium during April 2010 sampling event. Tritium concentrations in the remaining fifteen (15) deeper groundwater condition wells ranged from 168 pCi/L in well GM-IR to 28,000 pCi/L in well GM-7R. The conclusion drawn in Section 5.4.2.2 regarding redevelopment ofGM-7DR seems substantiated based on the tritium concentration of365 pCi/L detected in well GM-7DR. Only well GM-7R (28,000 pCi/L) exhibited a tritium concentration above the 20,000 pCi/L EPA drinking water standard during the April 2010 sampling event. 22 of 38
Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- Tritium concentration contours (greater than concentrations of 5,000 pCi/L) were developed for the deeper (submerged) groundwater conditions using Surfer and are shown on Figure 16, Tritium Contour Map Deep Wells April 2010. Tritium data for well GM-7DR and GM-16DDR was not considered during development of the contour map since both wells have screen intervals at depths significantly deeper than the surrounding wells.
It can be observed from Figure 16 that the tritium plume in the deeper (submerged) groundwater is concentrated around well GM-7R and extends towards the Turbine Building in the vicinity of wells GM-16R and GM-17R. 5.5 Review of Tritium Impacts at GM-2R/2DR and GM-7/GM-7R/GM-7DR 5.5.1. Wells GM-2RIGM-2DR Wells GM-2R/GM-2DR are located approximately 100 feet hydraulically upgradient of the Units 1 and 2 Spent Fuel Pools (SFPs) and approximately 700 feet hydraulically downgradient of CTPI and CTP2 (see Figure 4). Both wells are constructed with the well screens in the sound rock (D) hydrostratigraphic unit (see Table 9). However, well GM-2Rprovides monitoring ofthe shallow (water table) groundwater, whereas well GM-2DR is believed to monitor the deeper, submerged groundwater (see Table 9). The top of well screen at GM-2DR is approximately 25 feet deeper than that of GM-2R. Groundwater elevation measurements collected at GM-2R and GM-2DR suggest a
- consistent downward vertical gradient with hydraulic head differences ranging from 5.82 feet to 9.92 feet. This vertical gradient implies that there is potential for groundwater to migrate downward in the vicinity of wells GM-2R and GM-2DR. A summary of the groundwater elevation data and the hydraulic head differences for GM-2R and GM-2DR
- is provided in Table 12, GM-2 and GM-7 Well Group Gradient Direction.
Field Rock Core Logs (see Appendix I) for GM-2R and GM-2DR indicate the presence of rock with minimal fractures and weathered zones in the formation separating the bottom of wells GM-2R and GM-2DR. The characteristics of the rock may inhibit groundwater within the rock formation screened by well GM-2R from comingling with groundwater within the rock formation screened by well GM-2DR. The characteristics of the rock may explain the hydraulic head difference observed between wells GM-2R and GM-2DR. . . Well GM-2R was first sampled in January 2008 and tritium was detected in the sample at a concentration of 2,602 pCi/L (SCR, Table 10). Since the first sampling event, the tritium concentrations at GM-2R have fluctuated to a high of 4,230 pCi/L in April 2008 (SCR, Table 10) to a low of2,180 pCi/L in April 2010. Well GM-2DR was also first sampled in January 2008 and tritium was detected at a concentration of 620 pCi/L (SCR, Table 10). Since the first sampling event, the tritium concentration increased to a concentration high of 2,220 pCi/L, exhibited during the July
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy .Oconee Nuclear Station May 2011
- 2009 sampling event (SCR, Table 10). Since the July 2009 sampling event, the tritium concentration has steadily decreased to a low of 1,640 pCi/L in April 2010.
A comparison of the tritium concentrations between the wells suggests the tritium concentration trends for the wells are generally the same. For example, when the tritium concentration increases at well GM-2R, the concentration also increases at well GM-2DR. A plot illustrating the tritium concentration trends discussed above are included in Appendix I. A review of the hydrostratigraphic units, tritium concentrations, and groundwater elevation data suggests that the trends observed at wells GM-2R and GM-2DR may more likely be attributed to fluctuations of tritium concentrations in the groundwater as the groundwater migrates horizontally through the hydrogeologic units monitored by wells GM-2R and GM-2DR as opposed to downward, vertical migration of tritium impacted groundwater. 5.5.2 Wells GM-7/GM-7RIGM-7DR Wells GM-7, GM-7R, and GM-7DR are located approximately 75 feet west of the 525kV Switchyard near the toe of slope leading up to the Power Block (Figure 4). Well GM-7 is constructed with the well screen in the soil/saprolite hydrostratigraphic unit (Ml) and monitors the shallow (water table) groundwater (Table 4). Well GM-7R is constructed with the well screen in the partially weathered rock layer (WF) and monitors the deeper, submerged groundwater conditions. Well GM-7DR is constructed with the well screen in
- the sound rock (D) hydrostratigraphic unit and provides monitoring of the still deeper, submerged groundwater conditions.
The groundwater elevation data collected at GM-7, GM-7R, and GM-7DR indicate a generally consistent downward vertical gradient. The hydraulic head differences between GM-7 and GM-7Rranges from 0.37 feet to 0.90 feet and, between GM-7R and GM-7DR, ranges from 4.04 feet to 4.08 feet. This vertical gradient suggests there is the potential for groundwater to migrate downward in the vicinity of wells GM-7, GM-7R, and GM-7DR. A summary of the groundwater elevation data and the hydraulic head differences for GM-7, GM-7R, and GM-7DR is provided in Table 12. According to the Boring Logs and Field Rock Core Logs (see Appendix J) for GM-7 and GM-7R, soil/saprolite and intensely weathered and fractured rock exist in the subsurface between the bottom of wells GM-7 and GM-7R. The characteristics of this formation should allow groundwater to migrat~ downward from the soil/saprolite layer to the partially, weathered rock layer. Field Rock Core Log (see Appendix C) for GM-7DR and as typical with the Piedmont Physiographic Region, the rock formation between the bottom of well GM-7R and GM-7DR transitions from rock with intensely weathered fractures to rock with minimal fractures. This suggests that the vertical interconnectivity of this rock formation decreases with depth .
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- In January 2008, wells GM-7 and GM-7R were initially sampled and tritium was detected in the samples at concentrations of 19,800 pCi/L and 2,670 pCi/L, respectively (SCR, Table 10). Since the January 2008 sampling event, the tritium concentrations have steadily decreased in well GM-7 and have steadily increased in well GM-7R. During the April 2010 monitoring well sampling event, tritium was detected in wells GM-7 and GM-7R at concentrations of 1,400 pCi/L and 28,000 pCi/L. A plot illustrating the tritium concentration trends discussed above are included in Appendix J.
Monitoring well GM-7DR was initially sampled in January 2010 and tritium was detected in the sample at a concentration of 35,400 pCi/L. After additional well development activities, subsequent groundwater samples were collected in March 20 I 0 (670 pCi/L) and April 2010 (365 pCi/L). Subsequent monitoring well sampling events should be evaluated to determine if the trend of low level tritium concentrations continues. The review of the hydrostratigraphic units, tritium concentration, and groundwater elevation data suggests that the trends observed at wells GM-7 and GM-7R are likely caused by the downward, vertical migration of tritium impacted groundwater from the soil/saprolite unit to the partially, weathered rock formations. The impacts from this downward migration should lessen with depth (i.e., between GM-7R and GM-7DR) since the presence of significant rock fractures decreases with depth. 5.6 Review of Hydraulic Conductivities
- The hydraulic conductivity data for existing slug tests was reviewed to validate the data presented in the SCR. S&ME was also asked to review the existing Updated Final Safety Analysis Report (UFSAR) and other pertinent reports that include estimates of hydraulic conductivities and groundwater flow velocities in the area adjacent to the Power Block.
The following sections provide the results of the hydraulic conductivity data review. 5.6.1 Reevaluation of Slug Test Analysis The hydraulic conductivity (slug test) data presented in the SCR was originally evaluated using the Bouwer and Rice Graphical Method, with visual/manual selection of the representative test data interval, and Super Slug' software. For comparison for this addendum, the original slug test data was reevaluated using the same Bouwer and Rice Graphical Method, but with AQTESOL V' software and an optional algorithm within AQTESOL V' to select the representative test data interval. Results of the reevaluation are summarized in Table 13, Comparison of SCR Permeability Data by Super Slug' and AQTESOL V' Methods and Chart 13A, Comparison of Hydraulic Conductivity Geometric Mean by Super Slug' and AQTESOLV'. In general, the geometric mean of the hydraulic conductivities evaluated in the hydrostratigraphic units of fill (F), soil/saprolite (Ml), partially weathered, fractured rock (WF), and sound rock (D) by AQTESOL V' were approximately one-half to one order of magnitude lower than those evaluated visually/manually by Super Slug'. [No GPI monitoring wells were screened in and slug tested in the weathered rock (M2) hydrostratigraphic unit]. The difference in the 25 of 38
Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- computed mean conductivities were greatest in the fill (F) unit, and increasingly less for the soil/saprolite (Ml), partially weathered, fractured rock (WF), and sound rock (D).
Considering (1) the disparity is greater within the fill (F) unit, which is not a prominent saturated unit, and lesser in the soil/saprolite (Ml), partially weathered, fractured rock (WF), and sound rock (D) units which are more prominently saturated and transporters of groundwater and (2) that hydraulic conductivity properties of heterogeneous Piedmont soils is highly variable, this variation within an approximate order of magnitude, while not insignificant, is not remarkable. Based on these findings, it is our opinion (1) the hydraulic conductivity estimates provided in the SCR remain valid and (2) evaluation of slug test data by the Super Slug' and AQTESOL V' platforms produce order of magnitude estimates of hydraulic conductivity. 5.6.2 Reevaluation ofField Data Following a fairly rigorous reevaluation of the slug test analyses and associated field test data, S&ME geologists recognized one field variable that might factor into the slug test results - depth of drawdown during the slug test. Our experience in the Piedmont suggests that the draw down during a slug test should be a minimum of two feet. During review of the field data collected as part of the slug testing conducted for the SCR, we noted that the maximum drawdown achieved during slug testing at wells GM-IR, GM-2R, GM-4, GM-SR, and GM-l0R was less than two feet. Given GM-IR, GM-2R, GM-SR, and GM-l0R were all screened in the partially
- weathered, fractured rock (WF) hydrostratigraphic unit and GM-4 was screened in the fill (F) unit, we chose to re-test wells GM-IR, GM-SR, and GM-lOR. Our hope was that perhaps between 2008 and 2010 water levels had increased in these wells such that greater than two feet of drawdown could be achieved for the re-test. Additionally, for consideration, we chose to re-test one well (GM-14R) screened in the sound rock (D) unit even though its drawdown was greater than two feet. The re-test data was analyzed by the Bouwer and Rice Graphical Method using Super Slug'.
Table 14, Summary of Repeat Slug Test Data contains a summary comparing slug testing results obtained during the SCR versus the results obtained during the re-testing. Chart 14A, Comparison of Hydraulic Conductivity Geometric Mean by Super Slug' provides a comparison of the geometric means of the hydraulic conductivities in the SCR and the results obtained during the re-testing. In general, the geometric means of the hydraulic conductivities for the re-tests were approxim.ately one-half order of magnitude less than those originally evaluated. Based on this information, the low depth to drawdown achieved during some of the original SCR slug tests did not significantly affect the results of the slug test analysis. The analyses for the repeat slug tests are included in Appendix K. 5.6.3 Review Hydraulic Conductivity Data in Prior Reports The following documents were reviewed for information relative to estimates of hydraulic conductivities and groundwater flow velocities in the vicinity of the Power Block: 26 of 38
Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011 Preliminary Foundation Studies, Oconee Nuclear Station. Law Engineering Testing Company. Revised September 1967. - No hydraulic conductivity or groundwater velocity information was included in the document. Report of Geologic and Foundation Conditions, Standby Shutdown Facility, Oconee Nuclear Station. Malcolm Schaeffer. May 1980. -No hydraulic conductivity or groundwater velocity information was included in the document.
- Investigation ofSubsurface Conditions for Waste Management Facility (Interim Radwaste Facility). Law Engineering Testing Company. March 1975 -No hydraulic conductivity or groundwater velocity information was included in the document.
- Dewatering Study Report, Standby Shutdown Facility. Terracon. October 24, 2006.
- Updated Final Safety Analysis Report (UFSAR). Duke Energy. As Revised through December 31, 2007.
5.6.3.1 Review of SSF Dewatering Study Report Slug tests were performed at monitoring wells SMW-1, SMW-2, SMW-3, SMW-5, DMW-1, DMW-2, and DMW-3A in association with Terracon's Dewatering Study Report. Table 15, Summary of Existing Hydraulic Conductivity Data provides a summary of the hydraulic conductivity and the hydrostratigraphic units associated with these tests. [The hydrostratigraphic units associated with wells SMW-1, SMW-2, SMW-3, SMW-5, DMW-1, DMW-2, and DMW-3A were determined during the 2008 development of the mathematical groundwater model of the site by Mr. Malcolm Schaefer with Devine Tarbell and Associates (DTA).] Table 15 documents hydraulic conductivity data for wells SMW-1, SMW-2, SMW-3, and SMW-5 associated with hydrogeologic units Ml or M2. Table 16, Permeability Testing Summary (Open-Hole Falling Head, Packer, and Slug Testing) for All GPI Wells documents no hydraulic conductivity data is available for wells installed in the vicinity of the Power Block in the Ml or M2 hydro geologic units (i.e., no wells are screened in the Ml/M2 units in the vicinity of the Power Block). Thus, no comparison can be made between the hydraulic conductivity data for GPI wells in the vicinity of the Power Block and the SSF wells SMW-1, SMW-2, SMW-3, and SMW-5 hydraulic conductivity data. According to Terracon's Dewatering Study Report, the hydraulic conductivity data for wells DMW-1, DMW-2, and DMW-3A, screened in sound rock (D) on the west central side of the Power Block, ranges from 3.32 x 10-4 cm/sec to 8.29 x 10-4 cm/sec. This data correlates well to the hydraulic conductivity data for well GM-3DR (1.49 x 10-4 cm/sec), also screened in hydrogeologic unit D and located along the southwest portion of the Power Block.
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- Wells GM-16R, GM-16DDR, GM-17R, GM-17DR, and GM-18R that are also screened in hydrogeologic unit D (but are located on the east/south east side of the Power Block) exhibited hydraulic conductivities ranging from 2.48 x 10-5 cm/sec to 1.91 x 10-8 cm/sec.
S&ME suspects that the discrepancy between these hydraulic conductivities and the conductivities for wells DMW-1, DMW-2, and DMW-3A are attributable to variability of rock fractures between the locations. 5.6.3.2 Review of UFSAR Document Based on a review of the UFSAR document, hydraulic conductivity tests were performed for borings NA-4, NA-11, NA-13, and NA-15 (Figure 5). A summary of the hydraulic conductivity data and the hydrogeologic units associated with the conductivities is provided in Table 15. (As with the SSF wells, the hydrogeologic units associated with the UFSAR borings were determined by Mr. Schaeffer during development of the mathematical groundwater model for ONS.) Hydraulic conductivity data for wells NA-11 and NA-15 are associated with hydrogeologic units Ml and M2 (Table 5). Based on a review of Table 16, no hydraulic conductivity data is available for wells installed in the vicinity of the Power Block in the Ml and/or M2 hydrogeologic units, as no Power Block vicinity wells are screened in the Ml/M2 units. Thus, no comparison can be made between the hydraulic conductivity data for GPI wells in the vicinity of the Power Block and the borings NA-11 and NA-15. Wells NA-4 and NA-13 are associated with the partially weathered, fractured rock (WF)
- hydrogeologic unit. Slug tests performed at wells NA-4 and NA-13 exhibited hydraulic conductivities of 3.9 x 10-5 cm/sec and 2.0 x 10-4 cm/sec, respectively (Table 15). In comparison, GPI wells installed in the vicinity of the Power Block screened and tested in the WF hydrostratigraphic unit exhibited hydraulic conductivities between 7.81 x 10-5 cm/sec and 1.99 x 1o- cm/sec.
- 5.7 Groundwater Travel Time As requested by Duke, the groundwater travel times were estimated for the following groundwater flow paths using (1) Darcy's Law and (2) the particle tracking feature (MODPATH) of the calibrated MODFLOW model:
* . Spent Fuel Pool area (Units 1 & 2 Spent Fuel Pool area for this evaluation) to GM-7/GM-7R/GM-7DR [A to B]; and,
- East Yard Drain to GM-7/GM-7R/GM-7DR [C to D].
The pathlines are illustrated as A to Band C to Don Figure 17, Groundwater Flow Path Map. As background to considering the travel time estimations via Darcy's Law and MODPA TH, we offer the following considerations for the reader to retain .
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- The Darcy's Law analysis is a highly simplified approach to estimating groundwater flow velocity and travel time. Darcy's Law computations consider only single value estimates of horizontal hydraulic conductivity, hydraulic gradient, and media (effective) porosity, and generally, as is the case here, horizontal distances between source and interest locations. The same characteristics that make Darcy's Law computations attractive for estimating purposes - simplification of a very complex, heterogeneous, anisotropic groundwater aquifer system (particularly in the Piedmont Physiographic Province) into an assumed homogeneous, isotropic condition system - attribute to the uncertainty inherent in the computation results.
The MODPATH module allows for consideration of more variables and the interaction of those variables along the actual flow-path of the particle. While computational ability is its asset, introduction of more variables, estimation of the magnitude of those variables, and calibration of the numerical model toward actual aquifer characteristics and conditions, all lead to increased opportunity of uncertainty within the computational results. Lastly, we point out that the travel times discussed below are estimated groundwater travel times. That is to say that no consideration is given to the amount of time required for a water particle to reach from the Units 1 & 2 Spent Fuel Pool to the groundwater table. Likewise, no consideration is given to the amount of time required for a water particle to reach from the East Yard Drain to the groundwater table.
- All that said, we offer both the Darcy's Law and MODPATH computations as approaches to estimate groundwater flow travel times of interest to this project. The computations were based on the natural groundwater flow patterns at the site and may vary with changes in the aquifer system such as varying drainage patterns, the addition of groundwater recovery wells, and changes in groundwater recharge patterns.
- 5. 7. 1 Darcy's Law Analysis The groundwater flow velocity (Vx) can be estimated using the hydraulic conductivity measurements of the aquifer (Kgm), the estimated effective porosity of the aquifer (ne),
and the measured horizontal gradient of the groundwater table (dh;dI) using the following variation of Darcy's Law (Fetter, 1994). Vx = _g_ = Kgm X dh AX ne ne di Where: Vx Groundwater flow velocity Q Flow A Area ne Effective porosity Kgm Hydraulic Conductivity (geometric mean) dh Groundwater gradient (slope) di
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- Table 17, Groundwater Velocity & Travel Time Estimates provides a summary of the groundwater flow velocities and travel times calculated using Darcy's Law. Sample calculations are provided in Appendix L. The calculations were performed considering/using the following inputs:
- 1. With respect to particle flow path(s), S&ME considered the geologic profile portrayed in Figure 6.
S&ME assumed a water particle travelling from the area of the Units 1 & 2 Spent Fuel Pool to the vicinity of wells GM-17R/GM-17DR would migrate primarily through hydrogeologic unit D. From the area in the vicinity of wells GM-17R/GM-17DR to wells GM-7 /GM-7R/GM-7DR, S&ME assumed the particle would travel primarily in hydrogeologic units Ml or WF. The latter assumption is made since the available hydrogeologic data does not clearly suggest whether the Ml or WF lay~rs dominate the groundwater flow regime at the slope between the Turbine Building and well GM-7/GM-7R/GM-7DR. S&ME assumed that a water particle travelling from beneath a section of the East Yard Drain (closest to wells GM-17R/GM-17D R) to the area in the vicinity of GM-7/GM-7R/GM-7DR would migrate primarily within hydrogeologic units Ml or WF. As explained in the previous paragraph, this assumption seems prudent since the hydrogeologic data does not clearly suggest whether the Ml or WF layers dominate the groundwater flow regime at the slope between the Turbine
- Building and well GM-7/GM-7R/GM-7DR.
- 2. The horizontal distance between the Units 1 & 2 Spent Fuel Pool to the vicinity of GM-17R/GM-17DR is approximately 750 feet. The horizontal distance between well suite GM-17R/GM-17DR to well suite GM-7/GM-7R/GM-7DR is 300 feet.
The horizontal distance from beneath a section of the East Yard Drain (closest to wells GM-17R/GM-17DR) to the area in the vicinity ofGM-7/GM-7R/GM-7DR is approximately 300 feet.
- 3. The geometric mean of the hydraulic conductivities of the soil/saprolite (Ml) and sound rock (D) hydrostratigraphic units were calculated (Table 17).
- 4. The groundwater gradient (i.e. hydraulic gradient) was calculated using the April 2010 groundwater potentiometric contours for each of the groundwater flow paths shown on Figure 17. S&ME assumed that the hydraulic gradient is the same for each hydrostratigraphic unit.
- 5. The mean effective porosity values were sourced from Table 9 of the SCR (S&ME, 2008).
Based on Darcy's Law calculations, the travel time for water particles migrating from the Units 1 & 2 Spent Fuel Pool area to the vicinity of GM-7/GM-7R/GM-7DR is estimated
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Ener(:Jy Oconee Nuclear Station May 2011
- on the order of 12 to 16 years. This range of values is a function of the differing groundwater velocities between hydrogeologic units Ml and WF.
Based on Darcy's Law calculations, the travel time for water particles migrating from beneath a section of the East Yard Drain (closest to wells GM-17R/GM-17DR) to the area in the vicinity of GM-7/GM-7R/GM-7DR is estimated on the order of 1 year to 6 years. This range of values is a function of the differing groundwater velocities between hydrogeologic units Ml and WF.
- 5. 7.2 MODFLOW Particle Tracking The calibrated mathematical groundwater model discussed in Section 1.2 was also used to determine the time it takes water particles in the saturated zones at the Units 1 & 2 Spent Fuel Pool and the East Yard Drain to migrate to the vicinity ofGM-7/GM-7R/GM-7DR. The MODPATH module ofMODFLOW was used to perform forward particle tracking of water particles originating from the Units 1 & 2 Spent Fuel Pool and the East Yard Drain. (Please note that the groundwater model was not calibrated with the hydrogeologic data obtained from the newly installed GP/ wells.)
Figure 18, MODPATH Predicted Particle Track provides the simulation showing the predicted migration of the water particles originating at the Units 1 & 2 Spent Fuel Pool and at the East Yard Drain. Each arrow along the predicted migration pathway represents one year of travel time.
- Based on the MODPATH results, water particles originating beneath the Units 1 & 2 Spent Fuel Pool migrate to the east and are intercepted by the dewatering system at the SSF. No water particles are shown to escape the capture zones of the SSF dewatering wells and migrate to GM-7/GM-7R/GM-7DR. (Please note the calibrated groundwater model assumes that all three of the SSF dewatering wells are functioning.)
Water particles originating at a section of the East Yard Drain (closest to GM-17R/GM-17DR) are estimated to migrate to GM-7/GM-7R/GM-7DR in approximately 30 years. 5.8 Effects of SSF Dewatering System Based on a review of the January 2010 and April 2010 groundwater potentiometric maps for the shallow (water table) conditions (see Figures 9 and 10), the operation of at least one of the dewatering wells creates a cone of depression that has the potential to capture groundwater in the vicinity of wells GM-2R and GM-2DR and Units 1 and 2. The dewatering system also has the potential to capture a portion of the groundwater migrating from Chemical Treatment Ponds 1 and 2. The capture zone will increase when the three SSF dewatering recovery wells are in operation. These findings are substantiated by the particle tracking simulations discussed in Section 5.7.2. The particle tracking simulations (with all three dewatering wells in operation) suggest the water particles in the vicinity of Units 1 and 2 are intercepted by the SSF dewatering system .
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- 5.9 Evaluation of Potential Sources 5.9.1 Historical Spills Section 5 .2.3 of the SCR (S&ME, 2008) presented a list of instances in which inadvertent releases of radioactive liquids occurred that had the potential to reach groundwater.
These instances were included in a letter dated August 3, 2006, from James R. Morris with Duke Energy to the US Nuclear Regulatory Commission. S&ME, with the assistance of Ms. Libby Wehrman with Duke Energy, reviewed additional information associated with these releases to determine which release incidents represent a significant potential to. cause groundwater impacts. In order to make this determination, S&ME considered the volume of the spill, the concentration of tritium in the spilled liquids, and the potential impacts to groundwater and soil, knowing that the impacted soil can service as a secondary source of contamination to the groundwater. Releases of 50 gallons or less of liquid were deemed to be insignificant. Releases that were containerized by the facility's waste management system were also deemed to be insignificant. The results of S&ME's review identified the release incidents in Table 18, Summary of Significant Historical Releases as incidents that represent a significant potential to cause groundwater impacts. The information in Table 18 includes a description of the release, the location of the release, and the impacts that the release may pose at the station. Figure 19, Historical Spills Map illustrates the locations of releases listed in Table 18 .
- GPI monitoring wells exist hydraulically downgradient of the potential impact areas for the September 1981 and February 1982 releases. These monitoring wells provide a means of monitoring the groundwater conditions downgradient of the impact areas. No GPI monitoring wells exist downgradient of the impact area in association with May 1979, October 1979, May 1980, and October 1987 releases. Due to the presence of station infrastructure, installation of monitoring wells immediately downgradient of the impacts area may not be feasible.
With the exception of the February 1982 release, the potential impact areas for the releases listed in Table 18 are upgradient of the current tritium plume and should be considered as possible contributors to the elevated tritium concentrations observed onsite. The February 1982 release is not believed to be a contributor to the elevated tritium plume since elevated tritium concentrations were not detected in groundwater samples collected from downgradient wells GM-5 and GM-SR. Of significant consideration should be the historical use of the CTP 1 and CTP2 while unlined. As a result of numerous steam generator tube leaks (occurring the 1980's and 1990's), secondary process water containing elevated tritium concentrations was routed to CTPl and CTP2. In 2007, both CTPl and CTP2 were lined with a synthetic liner. Prior to lining, water with elevated tritium concentrations stored in the ponds had the potential to leach through the bottom of the ponds into the groundwater.
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- 5.9.2 Yard Drain System Since the construction of the station until about 2008, the East Yard Drain (see Figure 19) was used to transport water from Turbine Building Sumps to CTP3. As highlighted in Table 18, when Steam Generator Tube leaks occurred, secondary water that was contaminated with primary water was directed to the Turbine Building Sumps. Given that the East Yard Drain piping is made of corrugated metal piping, the ability of the system to wholly contain the transported liquid is suspect. For this reason, the former operation of the East Yard Drain system should be considered as a potential source of tritium that is observed in the groundwater in the vicinity ofGM-7 and GM-7R.
In 2008, Duke Energy ceased using the East Yard Drain system to transport water from the Turbine Building Sumps to CTP3. Currently, all water from the Turbine Building Sumps is now pumped via an HDPE pipe to CTPI and CTP2. As with the East Yard Drain system, the West Yard Drain system was also constructed of corrugated metal piping. Since operation of the station began, the West Yard Drain system was used to transport water from CTPI and CTP2 to CTP3. In 1998, the West Yard Drain was slip lined to enhance the integrity of the pipe. The use of West Yard Drain system while unlined (pre-1998) should also be considered as a potential source of elevated tritium concentrations in the groundwater, such as the concentrations observed at wells GM-2R/GM-2DR, at the southeast comer of the Turbine Building, and at GM-7/GM-7R.
- 5.9.3 Plant Systems As stated in Section 5.9.2, the Turbine Building Sumps have historically received secondary water on occasion that has been contaminated with primary water as a result of Steam Generator Tube leaks. The Spent Fuel Pools, shown on Figure 18, stores tritiated water at primary system concentrations. Given that the Turbine Building Sumps arid Spent Fuel Pools are located hydraulically upgradient of several GPI wells indicating elevated concentrations of tritium in the groundwater, the Turbine Building Sumps and Spent Fuel Pools should be considered as a potential source of elevated tritium concentrations in the groundwater.
6.0 CONCLUSION
S The following sections provide a summary of the significant conclusions from the assessment activities and evaluations performed in association with the SCR and SCR Addendum. 6.1 Extent of Tritium in the Groundwater The existing near-field and far-field monitoring well network established in 2007 at ONS generally defined the horizontal extent of the tritium in the groundwater. With the addition of the eighteen (18) monitoring wells installed in late 2009/early 2010, the extent of tritium has been defined vertically and further defined horizontally. Below is a summary of the conclusions that can be made regarding the extent of tritium in the groundwater at the station:
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011 In general, the areas of groundwater containing elevated tritium concentrations are bounded upgradient by CTPl and CTP2 and downgradient by the CTP3 and the Conveyance features. Elevated tritium concentrations in exceedance of 5,000 pCi/L exist in the shallow aquifer zone in the vicinity of the southeastern corner of the Turbine Building (see Figure 15).
- Elevated tritium concentrations in exceedance of 5,000 pCi/L exist in the deeper partially weathered rock zone in the vicinity of GM-7R and extend toward the southeastern corner of the Turbine Building (see Figure 16).
- Tritium concentrations greater that the 20,000 pCi/L drinking water standard established by EPA are present in the weathered rock zone that is monitored by well GM-7R. The tritium concentration detected in GM-7R was 28,000 pCi/L during the April 2010 groundwater sampling event.
- Based on the groundwater data obtained from monitoring wells GM-7DR and GM-16DDR, elevated tritium concentrations are not present in the groundwater found in the less weathered, deeper portion of the aquifer.
- The installation of monitoring wells GM-20, GM-20R, GM-21, and GM-22 provide monitoring points that can be used to demonstrate whether the tritium is migrating beyond CTP3 and the Conveyance. Groundwater elevation data collected at GM-20, GM-21, and GM-22 documents a previously suspected boundary condition at the CTP3 and the Conveyance features. The data suggests that that the groundwater migrating from the station surfaces at CTP3 and the Conveyance features (see Figure 10).
- The current monitoring well network serves as a robust system to monitor for future release of tritium and the migration of existing tritium in the horizontal and vertical directions.
6.2 Source of Tritium in the Groundwater The evaluation of information collected as part of the SCR and SCR Addendum provide the following conclusions regarding the source of the elevated tritium concentrations identified in the groundwater:
- The results of the analysis of soil samples collected adjacent to the L WD line (see Table 6 and Figure 3) and the groundwater sample collected at monitoring well GM-23 (see Figure 14), installed immediately adjacent to the LWD line, suggest no active leak from the L WD line is occurring. Thus, the L WD line is not considered a source of tritium observed in the groundwater in the vicinity of GM-7/GM-7R.
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- The East Yard Drain system is considered as a probable source of the tritium observed in monitoring wells located near the southeastern corner of the Turbine Building and GM-7/GM7R based on the following inferences:
- 1. The East Yard Drain system is constructed of corrugated metal pipe (CMP). Traditional CMP pipe connections (i.e., banded connections) may not be water-tight connections.
- 2. Observations from a camera inspection of the East Yard Drain system (performed by Duke Energy) suggested the CMP pipe connections may not be water-tight.
- 3. Water with elevated concentrations of tritium (see Section 5.9.2) was historically transported via the East Yard Drain piping network.
- 4. The East Yard Drain system piping is located in close proximity to the monitoring wells exhibiting tritium concentrations at the southeast corner of the Turbine Building and hydraulically upgradient of wells GM-7/GM-7R.
- 5. The width of the elevated tritium groundwater plume is relatively narrow in comparison to the length of the plume, which suggests the source of the tritium may be close in proximity to the monitoring wells exhibiting elevated tritium concentrations .
As discussed in Section 5.9, the following should be considered other potential up gradient sources of the elevated tritium that is observed in groundwater monitoring wells in the vicinity of the southeast corner of the Turbine Building and wells GM-7 and GM-7R.
- 1. Overflow of Unit 3 Borated Water Storage Tank-May 1979 (see Table 18)
- 2. LPI Waste Spill into the West Penetration Room- October 1979 (see Table 18)
- 3. Water in Unit 2 Tendon Gallery - May 1980 (see Table 18)
- 4. Unit 1 Borated Waste Storage Tank Spill- February 1982 (see Table 18)
- 5. Use of the West Yard Drain system, while unlined pre-1998, to route water from CTP 1 and CTP2 to CTP3
- 6. Use of the East Yard Drain system to transport Turbine Building Sump water to CTP3 (pre-2008)
- 7. Operation of CTPl and CTP2 while unlined until 2007
- 8. Turbine Building Sumps
- 9. Spent Fuel Pools
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- The following known releases should be considered as potential upgradient sources of the tritium concentrations that are observed in groundwater monitoring wells GM-2R and GM-2DR.
- 1. Use of the West Yard Drain system, while unlined pre-1998, to transport water from CTP 1 and CTP2 to CTP3.
- 2. Operation ofCTPl and CTP2 while unlined until 2007.
- Based on the current lack of evidence from Duke Energy suggesting that an active leak of liquids containing tritium is occurring and the data collected for the GPI program, the source of the elevated tritium concentrations in the groundwater appears to be from past release(s) and not current release(s).
The information obtained during the SCR and SCR Addendum does not indicate with certainty which of the legacy releases listed in this section have caused the groundwater impacts that are observed at the station. The uncertainty stems from not knowing the (1) exact location of the release, (2) concentration of the released material, and (3) frequency/duration of the release. However, it can be stated that if the potential sources that are discussed in this section are indeed the sources, the sources should no longer be actively leaking tritium and the tritium concentrations in the groundwater should reduce over time. 6.3 SSF Dewatering System
- Since August 2007, a dewatering system, including three (3) one hundred foot groundwater dewatering wells, has been operating in association with the SSF building.
Based on the shallow groundwater potentiometric maps and MODPATH simulations, the SSF dewatering system has the potential to capture groundwater in the vicinity of Units 1 and 2 and some portion of the groundwater migrating from CTPl and CTP2. 7.0 RECOMMENDATIONS S&ME recommends that the groundwater sampling activities be continued in an effort to further develop the groundwater analytical base. The additional temporal data should allow Duke Energy to observe specific trends, such as increasing or decreasing tritium concentrations at a given well. These trends can provide additional insight as to whether the source of the tritium is from an active or past release. S&ME also recommends that Duke Energy consider installing and operating one or more groundwater recovery wells in the vicinity of GM-7, GM-7R, and GM-7DR for the following purposes:
- to determine if long term pumping can reduce the concentration of tritium in the groundwater in the vicinity of wells GM-7 and GM-7DR;
- to rule out other systems as sources of the tritium activity;
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011 to prevent possible migration of the tritium activity into the groundwater below the 525 kV Switchyard; and to better understand the hydrogeologic conditions in the vicinity of wells GM-7 and GM-7DR. 8.0 QUALIFICATIONS AND SOLE USE STATEMENT The hydro geologic assessment activities were conducted, and this report was prepared, in accordance with generally accepted practices for projects of this type and applicable standards of our profession at the time this report was prepared. The analysis and findings submitted in this report are based on information available to S&ME at the time of this report and upon data obtained from subsurface exploration. The nature and extent of variations between boring and sampling locations may not be evident. Analysis and findings of this report are based on interpolation between data points and may not be representative of all subsurface conditions. Regardless of the thoroughness of a hydrogeologic assessment, there is always the possibility that conditions between borings are different from those at specific boring locations due to the variability of subsurface conditions. This report is provided for the sole use of Duke Energy, Inc. for this project. Use of this report by any parties other than Duke Energy, Inc. will be at such party's sole risk. S&ME disclaims liability for any use of or reliance on this report by third parties .
- 9.0 SELECTED REFERENCES Bower and Rice, 1976. A Slug Test for Determining Hydraulic Conductivity of Unconfined Aquifer with Completely or Partially Penetrating Wells.
Bower and Rice, 1989. Bower and Rice Slug Test-An Update. Duke Energy, February 2006. Procedure for Groundwater Monitoring and Sample Collection. Duke Energy, August 3, 2006. Letter to US Nuclear Regulatory Commission from James R. Morris with Duke Energy. Duke Energy. Oconee Nuclear Station, Updated Final Safety Analysis Report (UFSAR), As Revised through December 31, 2007. Duke Energy [Online]. http://www.duke-energy.com/lakes/facts-and-maps/lake-keowee.asp (Accessed April 2010). Duke Energy [Online]. http://www.duke-energy.com/lakes/levels/lake-keowee.asp?lake=lake-keowee&range= l 3monthhistorical (Accessed April 2010) .
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Site Characterization Report Addendum S&ME Project 1411-09-092 Duke Energy Oconee Nuclear Station May 2011
- Duke Energy, Malcolm Schaeffer, 1980. Report of Geologic and Foundation Conditions, Standby Shutdown Facility, Oconee Nuclear Station.
Fetter, C.W., 1994. Applied Hydrogeology, 3rd Edition. Freeze, R. Allen and Cherry, John A, 1979. Groundwater. Law Engineering Testing Company, 1967. Preliminary Foundation Studies, Oconee Nuclear Station. Law Engineering Testing Company, 1975. Investigation ofSubsurface Conditions for Waste Management Facility (Interim Radwaste Facility). Midwest Geosciences. A Field Guide for Rock Core Logging and Fracture Analysis. S&ME, Inc., 2008. Site Characterization Report. S&ME, Inc., 2008. Analysis of Liquid Waste Disposal and East Yard Drain Pipes as Potential Tritium Sources. Terracon, 2006. Dewatering Study Report, Standby Shutdown Facility (ONS Calculation OSC9017) .
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TABLE 1 LWD SOIL BORING INFORMATION
- Duke Energy Oconee Nuclear Station S&ME Project No: 1411-09-092 S&ME S.C. COORDINATES PLANT COORDINATES SURVEY ELEVATIONS BORING ID NORTH EAST NORTH EAST GROUND LWD-1 657948.195 1430567.428 15+20.87 24+50.79 781.74 LWD-2 657952.963 1430565.951 15+21.01 24+45.80 781.63 LWD-3 657957-824 1430564.158 15+20.88 24+40.62 781.88 LWD-4 657962.970 1430561.401 15+19.93 24+34.86 782.52 LWD-5 657967.612 1430559.428 15+19.56 24+29.83 783 .05 LWD-6 657972.621 1430558.006 15+19.83 24+24.63 783.03 LW-7 657950.451 1430571.414 15+25.37 24+53 .94 779.44 LWD-7 0/5 1 657947.281 1430572.684 15+25.55 24+53.35 TT8.14 LWD-8 657951.827 1430575.794 15+29.96 24+50.05 772.66 LWD-9 657953.235 1430579.TT2 15+34.18 24+50.00 no.10 LWD-10 657953.928 1430584.005 15+38.41 24+50.71 772 .66 LWD-11 657955.050 1430588.631 15+43.15 24+51.14 no.10 LWD-12 657954-491 1430595.952 15+49.90 24+54.03 766 .66 LWD-13 657959.009 1430599.166 15+54.40 24+50.79 764.32 LWD-14 657960.590 1430603.308 15+58.83 24+50.63 762.25 LWD-15 657962.348 1430607.505 15+63.37 24+50.32 760.02 LWD-16 657963.128 1430612.152 15+68.02 24+51.08 757.47 LWD-17 657965.037 1430616.794 15+73.03 24+5o.n 754.73 LWD-18 657965.957 1430621.045 15+77.35 24+51.27 752.72 LWD-19 657966.599 1430625.221 15+81.51 24+52.01 750.94 LWD-20 657968.025 1430629.996 15+86.49 24+52 .20 748.16 LWD-21 657969.190 1430634.41 15+91.04 24+52.52 746.19 LWD-22 657971.179 1430638.26 15+95.33 24+51.88 744.05 LWD-23 657972.199 1430641.75 15+98.96 24+52.04 741.03 LWD-24 657975.477 1430645.88 16+03.93 24+50.27 738 .62 LWD-25 658060.503 1430527.21 15+19.02 23+31.51 784.23 Back Ground 657915 .791 1430578.06 15+20.48 24+84.89 780.86 NOTES:
S.C. Coordiantes datum is South Carolina Grid NAO 27 . Vertical datum is NGVD 29. 1 LW-7 O/S is an offset boring to boring LW-7. Shallow refusal was encountered at a depth of 4 feet below
- land surface at boring LW-7 .
S:12009 PROJECTS\1411\ENVIRONMENTAL PROJECTS\11 09 092 Oconee Nuclear Station\SCR Addendum\2nd DRAFT for Duke Energy\2nd DRAFT FINAL for Duke\ONS SCR Addendum Tables 2nd DRAFT (12-28-10) .xlsTABLE 1-LWD Borings Page 1 of 1
TABLE 2 MONITORING WELL CONSTRUCTION
SUMMARY
Duke EM:rgy Oconu l\kJcl~r Station S&ME Project "-lo: Ull 092 S&ME
'1LT9: , ..a.
S C. COOIOINATES "-ANTCOOctl>l NATU 51.MVEY ElEVATlONS
,vc H,O cov..
HIOTKTIVE $CRHN INTERVAL QROVT INTERVAL
.,,._,..,,. SEAL INTIEAVAL AIANDONMENT AM~ TOTAL NOITH EMT NORTH EMT aotMO TOP 1ft W.) (hb&a) aaOUTT'l'Pf (ftw.) (ftWI) fllTSI ,ACl INTERVAL (ft bis) MATIIU"- INTlRYAL (ft W1) DEPTH (ft)
"4.- 70A II 657697.551 1430754.975
. . . . . . . M111741&17 16*17.55 Z7*48.5l 736.35 731.N 739.ZO "8AI 12.17 HII Abovc9rodc l ' ,cl ' C-..c,*Pod J'llol' C - . . M 4* S, ickUp r ..... ..._
2" Sd'l. -40P'VC
- Z-Sdt. 40NC 147.7
...0 0.010 Slott.d Sch. -40 PVC ODI0,..,.....5dl. 40NC 147,7 6.0 152.7 16.0 Naor Ca-nt NeetC-'
0 .0 0.0 67,2 LO lk ntori r&/ IC.Pad,cr 67,2 1.0 147.Z 4.0 #ISIINs..l 4.0 .... 15-4.9 4.M - 1511: Ult 657199.909 14Xl74J.46,6 IQIMl>I.- 1'*1>8.70 l,Jo,76.0I 25+62.7 0-70.t, 735.62 1N.U 735.59 79U4 4.81 41J5 5'Jb9rodc 3*,.3* , _.... 11 Pod S' d ' C-,.,_. 8" F"--' M_, z* Sch. 40 PVC Z-Sch. 40"4'1: 60.0 43.4 0.010 Slot Hd Sch. -40 PVC omGAt'WSch.40,W: 1,0,0 70.O N<t.ot NNte.-t C* ,,,
- nt 0 ,0 0.0 5!1,0 4015 ~
kntonit* 55,0 40.5
!511.0 43.0
# 1 Si~ai .s-d
#Ui... S..,
!58.0 4U 74 ,0 IIU _,.
lk.flt orit .. 74.0 91.7 OU 9 1.7 IU
""'-- 161:JA 657974.9!50 1430399.620 ll*70.U 1loll.l7 23*71.]4 non.*
79 6.4] 1'Ua 79 6.]7 7".91
!50.'4 JUI Subgrod& J ',c]' cone: .... ,.. Pod J ' d ' C -.. ,.,
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&K*
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# I 5i~c* 5..-.1 8'.3
""'- - 171l * !57864.!5!50 143047!5.737 14.07.10 25"00.39 79* .0* 7'9!5.57 !57.50 ~ 2'xZ'Conc:,.._,._ pod 8" FW.Mo.-,! Z" Sdl. 40,VC '6.3 0.010 51ott._d Sd,. 40 PVC U .J N&a! ec,...,,, 0 .0 6J.6 kntON t &/IC..Pock._r 6!5.8 # 1 5i~ca 5..-.1 76.J 80.J
....'°*'
7". l
**** "7111.711 MJCM1I.ID' .,...,_7' ,.....,... JM.JO na.n .....,. r.rc-..,.. .. ,..__, r5ch.401'VC'. tU O.GIO ...... Slh,40,W: 93.1 91.1 NNtc:-t 0.0 90.I ~ to.I tz.7 #lS...S.., 91.1 IOJ.0
.si.m,.....i..
""'- - 18A 657801.49!5 l430J 77.!I04 1Z*9J.78 25-Z l .39 796.28 79 6.05 !SZ.U !S'd' Conc:NI .. Pod 9* f wh Mo.-,t z*sct.. 40PVC O 74.1 wa&. NOT 1N5TAU.20 o.01o s 1o11.. d S ch. 40 PVC 74.I 79.1 NH!Cu11 .. nt 0.0 lkntoni t &/ IC-'ock*r 72.1 74.3 Nl.t,C......, ......... Z1JJ "*'
Zit.I
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657151.Z05 14J097Z.Oll lilDJlaJll 16*46,n lt40Z7 33*35.'8 lloA.ff 735.76 731..fl 731.J I
~
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..... c.-.
0 .0 o.o Zl.!5 U.O ~ Santoni!._ Zl.!5 71.0 2J.O 7U
# 1 5i~ca .SW Zl.O 41.!5 41.!5 6!56 633.4-40 14l1694.4ZZ
.....,.., n--.n 21*63.57 40-~.78 40olt.D 719.00 nu, 721.!54 711M 20.U l7.tZ At-..,..... J ' d' Conc: .-..1._ p.,,1 I 'd' c.-.t. ,_.
4"StkkUp 4* Stk:k._. Z"Sd,. 40PVC I!" Sch. 40 M II .fl o.01os1o11.. d.sd,. 40 PYC N&a!Cc.....,,
..... c.-t 0.0 0.0 ~
e.n,..,;,.. 16.6 lt.O
# l5i ~ca5..-.I 19.t G.OIOS!tttNW..40PVC 19,t Kl 16,8 H.a #lShl,- M& ti.I 657 409.897 14l 2Z90.96!5 29*78.67 35*16.23 716.12 7 19.] 2 Z9.59 A. bcwc gl'Od& 3' 11]' ,_..._,.. Pod 4" Stic k Up 2" set.. 40 PVC 34.J O.OIOSlo!lcd SQ'i. 40PVC 34.J 39.J ~.,c.. rncnt 0 .0 17.0 k nt oni t._/ lC-Pockcr 33.1 4.0 _ _ _ ,_. 4.0 39.5 "1IDM4t Mlll71III 6!57975.396 1430646.015
>>71.U 16-o-4.03 24-50.39 731.55 HI.Z7 741.4 6 7JI 6.99 Abo¥~
rwJ*c..-,.,_, J'd' Conc: ,.._ , ._ p.,,1 4*sffltlu. 4"5 tkkUp rSdL40P'¥C l " Sdl. 40 PVC
*.o O.G10~$ch.40PVC 0.010 Slo11._d Sc.h. 40 PVC
'-0 5.5 15.5 Nco1c.......,,, o.o 1.5 e.n,..,;,._ 1.5 4 .0 # 15iMu5..-.I 4.0 15.5
........ .,.._ beM.ff 7'UI ""-11 4l.lO J 'd ' C...k,_. l'"Aah..... 2"5ch.40N: 4U 0.010Sli,ttM5ch.40P\'C' 4U au ..,..c:-.t oo ,u .........,~ ,,.. 407 tl.9
'-"'- M A 6'51214.929 1430348.759 ll*99.92 21*27.71 79!5.81 79!5.45 4!5.48 sim.,roc1. 2*112*c_,...,._p.,,1 8"Fkw,Mo.-,t 2"Sch. 40PYC !56.2 0 .010 Slo1tcd Sd,. 40 PVC wuu.
S C CoordillnlH darum ia Soulh Carolina Gnd NAO 27 W..~ca1K:ted.-rwy2010 &,;:ep!GM-1~, GM*11R GM*24R,*ndGM-25Roollec:ted~2010 S:'QOQ8PAO.ECTS\Wll'EH\IIRCMIIEl<ITAL.P'IIO.ECTS\11!110CIO..-._.~-OflN'florlla~ORAFtFINllll.loro.-<<lHS9C:l'I_T_>WIORN'TCIJ..211-I0l*lMLEUIWCXlHSlMJC
TABLE 3 SAMPLE COLLECTION MEASUREMENTS
SUMMARY
- JANUARY 201 0 Duke Energy Oconee Nuclear Stat ion S&ME Project No: 1411 092 S&ME AVERAGE WELL DEPTH TO WATER PURGE PUMP WELL SPECIFIC WELL ID DATE ODOR DEPTH WATER ELEVATION METHOD RATE VOLUME EVAC VOL EVAC TEMPERATURE CONDUCTANCE pH TURBIDITY ORP 1)0 (feet) (feet) (feet) (ml/min) (gallon) (gallon) (yes/no) (degrees Celsius) (umho/cm) (standard units) (NTU) (mV- NHE) (mg/I)
MW-RP01 1/25/2010 29.28 21 .16 762 .89 - LF 500 1.32 2.25 NO 19.4 20 5.7 2.0 371 0.64 MW-RP02 MW-RP03 1/2&'2010 1/26/2010 38.82 38.90 28.43 32 .38 743.08 738.53
- LF LF 400 300 1.37 1.06 1.75 1.50 NO NO 19.0 16.4 31 30 6.5 6.2 456.0 312.0 350 326 3.64 6.52 P,:f 1/26/2010 12.48 9.13 794.15 - CP - 0 .55 1.50 NO 11 .6 158 6 .8 79 _ND ND A-2 1/26/2010 25.10 11 .99 794.69 - CP 2.14 6.75 NO 18.0 136 6.1 1.2 ND ND Ml 1/26/2010 38.30 30.58 799.50 Cf> - 0.93 - - - - - - - -
A-9 _,o 1/25/2010 61.32 55.21 795.36 - CP - 1.00 3.00 NO 16.7 69 6.4 7.6 ND ND 1/26/2010 15.18 6.81 691 .22 Cf> - 1.37 4.50 NO 18.0 151 6.7 3.9 NO NO A-11 - - 4.50 15.5 40 6.0 5.9 ND ND P,:f2 A-13 1/26/2010 1/26/2010 1/25/2010 15.24 15.24 23.50 6.52 5.57 6.71 696.40 709.62 789.63 CP CP CP 1.42 1 58 2.74
"?"
8.25 NO NQ NO 13.9 18.3 19 232 53 6.3 6 .7 116.0 NO ND NO ND
-*n..nto,u 21 an a.-.a '"L15 - CP - 7n7 R7" NO 19.2 172 R'- 63 NO ND A-17 1/26/2010 16.40 6.34 794.61 CP 1.64 5.25 NO 15.0 55 6.0 1.5 ND ND
-*K ,r~m,u 1A.._? 7 lY1 *w , n7 - CP - 1.BB 6 .00 NQ 17.8 58 6.0 3.3 ND ND BG-4
,_,K 1/26/2010
-1/28/2010 42.54
.... "7 36.28 R7Q 812 .52
*-_61 -
CP LF
- 1.02
'4.65 5.00 1.75 NO NO 15.3 17.0 52 115 6.6 6.1 2.7 24.3 ND 393 ND 4.55 GM-2R GM-2DR 1/25/2010
- 1ncnn-1n 29.84 23 .21
......... 772.63 LF LF 210 210 ......
1.08 1.25 1.75 NO NO 18.6 18.2 169 6.1 41.0 13.3 399
-~
6.38 11.06
.... AQ *ft0-. 7.2 GM-3R 1/25/2010 33.65 23.68 772.15 LF 200 1.63 1.25 NO 18.0 69 5.7 26.9 387 1.79 G........,.. , r, -AmO ??An ?Q
- LF ,_ Rm ? ?" NO 17.6 ,OU 6.1 7.6 311 3.511 GM-4 1/25/2010 20.72 6.91 791 .04 LF 400 2.25 3.50 NO 17.9 31 5.5 11 .3 391 1.00
*-~ 1r~Amo ..7.71 3059 76520 - LF L'U 198 ? lY1 NO 16.3 54 5.6 371 0 407 5.76 GM-SR 1/25/2010 97.54 39.22 756.65 LF 280 9.51 3.00 NO 17.9 37 6.2 3.5 358 1.31 GM-6R
=1/26/20.10 1/26/2010 49.68 18.43 15.63 729.03 729.53
- u=
LF a~o 115 1.62 5.55 6.25 0.75 NO NO 17.9 Data lost 30 Data lost 5.7 Data lost
?7 ..
Data lost Data lost
?"7 Data lost
,r~m,n ?A?1 10.30 728.88 - LF 450 2.59 5.50 NO 15.9 53 5.1 3.6 4L 3_90 GM-7R 1/26/2010 72 .92 10.96 728.26 - LF 170 10.11 1.00 NO 16.3 157 6.3 57 ,7 339 1.29 GM-7DR 1/26/2010 155.50 15.02 724.18 - LF 60 22.91 6.00 NO 8.4 219 7.3 37.3 523 0.81 NOTES :
ml/min = milliliters per minute EVAC = Yes or no response signifying wheth er the well is evacuated prior to the stablization of field parameters or removal of required well volumes umho/cm = micromhos per centimeter mg/L = milligrams per liter NTU = nephelometric turbidity units ' Insufficient water present in the well for sampling ORP = Oxidation Reduction Potential LF = Low Flow mV = millivolts CP = Coventional Purge (3 to 5 we ll volumes) NHE = normal hydrogen electrode - = No data DO = dissolved Oxygen ND = Parameter data not collected since the well was not purged using low ftow techniques S:\2009 PROJECTS\1411\ENVIRONMENTAL PROJECTS\11 09 092 Oconee Nuclear Stalion\SC R Add endum\2 nd DRAFT for Duke Energy\2nd DRAFT FINAL for Duke\ONS SCR Addendum Tables 2nd DRAFT (12-28-10).xlsTABLE 3 ~ JAN 2010 Page 1 of2
TABLE 3 SAMPLE COLLECTION MEASUREMENTS
SUMMARY
- JANUARY 201 0 Duke Ener gy Oconee Nuclear Station S&ME Project No: 1411 092 S&ME AVERAGE WELL DEPTH TO WATER PURGE PUMP WELL SPECIFIC WELL ID DATE ODOR DEPTH WATER ELEVATION METHOD RATE VOLUME EVAC VOL EVAC TEMPERATURE CONDUCTANCE pH TURBIDITY ORP DO (feet) (feet) (feet) (ml/min) (gallon) (gallon) (yes/no) (degrees Celsius) (umho/cm) (standard units) (NTU) (mV- NHE) (mg/I) GM-8 1/25/2010 42.85 33.07 744.66 - LF 400 1.60 1.50 NO 22.2 140 6.0 67.8 404 2.46 GM-9
,n=n 1/2 5/2010 73.!III 43.30 3292 29.90 7&'<.n7 750.46 LF LF 120 150 6.63
- 2. 19 1.00 1.25 NO NO 18.9 16.9 240 262 7.2 6.4 26.9 19.5 46 203 2.74 6.00
**--QR ,n...nn,n 7-.R7 2811 ~~nR
- LF ,...n &R 0 .75 NQ 16.6 118 7.0 12.3 220 3.50 GM-10 1/26/2010 1r>R171110 31.22 llll.18 7.09 8.75 730.80 729:16 LF
[F 500 340 3.94 13.28 5.50 2.25 NO NO 17.8 17.3 14 43 5.5 6 .6 56.5 14.1 397 322 3.79 2.73 GM-11 1/26/2010 41 .38 32 .10 691 .21 - LF 440 1.51 3.75 NO 18.9 30 6.1 7.9 361 6.56 GM-11R 1/28/2010 69.01 30.99 692.49 - LF 320 6 .20 1.50 NO 19.9 39 6 .3 10.2 347 2.40 GM-12 1/26/201 0 23.26 10.61 687 .41 - LF 300 2.06 1.25 NO 17.1 41 5.9 122.0 477 2.88 GM-12R 1nnr.nnO "4.90 10.12 688.06 L~ 250 5.67 1.50 NO 16:4 77 6.7 2.0 374 8.84 GM-13 1/26/201 0 - LF 400 1.25 17.8 32 6.4 128.0 421 7.72 48.40 39.25 699.85 1.49 NO
,.-,*- ,r.,.,,-.nnO 71.(111 36.03 703.15 - LF ~
570 3.00 -1110 16.6 61 69 12:9 166 GM-1 4 1/26/2010 31.30 19.12 703.50 LF 300 1.99 1.50 NO 17.0 29 6.0 25.5 400 3.88 GM- 15
,<-rA'10 1/26/201 0 7n.,.,
15.90 n 7n 5.88
*;,-., 311 729.60 LF LF
,- Q 570 11 ....
1.63
-.nn 5.25 NO NO 15.2 14.9 113 253 7.8 6.6 8.0 314.6 152 459 13.06 5.02
-* - 1 0 ......... &7R 730.R1 - ~*40 NO r,u.f!!ff LF 10.53 7 .00 18.2 168 6 .7 591 .4 271 0.61 GM-16R
,_, 1/27/2010
-1,,.,nn1n*
48.70 81 nn 44.96 751 .38
,a~7Q LF LF &Q 0.61 AOR . .,.
0.50 NO NO 18.5
-,nn 218 6.7 8.1 3.8 0 .3 382 161 5.29 0.76 GM-17R 1/27/2010 75.97 57.01 738.56 LF 370 3.09 3.50 NO 18.2 247 7.8 65.2 355 8.42 GM-HOR 112*rrnnQ 97.93 66.02 729.69 - LF 150 5.20 5.50 NO 19.4 214 6.1 4.5 165 1.68 GM-1 9 1/25/201 0 42.68 31.78 706.60 LF 480 4.51 3.50 NO 17.0 33 5.2 101.1 453 2.50 GM-19R 1/28/2010 84.23 32.48 706.06 - L~ 280 8.44 4.00 NO 15.1 85 6.6 28.1 474 8.01 GM-20 1/25/2010 28.60 23.17 698.37 LF 310 0.89 4.25 NO 17.7 51 4.9 42.2 464 1.32
**-A- -1/25/2010 <IRQ7 7n 7R *u .17 - LF 270 ,., "1 .. 7 .. NO 17.3 18 1 6.5 41.3 -~~ 2.79 GM-21 GM-22 GM-23 1/25/2010
-*--tn 1/26/2010 42.11 1RRA 18.00 32.09 9.90 724.18
-~77 731 .56 LF LF LF 480 175 4.42 1.48 1.32 6.25 3 .75 2.25 NO NO NO 16.6 14.4 20.1 53 198 5.6 6 .2 6.6 19.2 c.w.1 2.4
-~
436 463 5.60 0.73 1.09 NOTES: ml/min = milliliters per minute EVAC = Yes or no res ponse signifying whether th e we ll is evacuated prior to the stablization of fi eld parameters or removal of required well volumes umho/cm = micromhos per centimeter mg/L = millig rams per liter NTU = nephelometric turbidity units LF = Low Flow ORP = Oxidation Reduction Poten tial - = No data mV = millivolts NHE = normal hydrogen electrode DO = dissolved Oxygen S:\2009 PROJECTS\1411\ENVIRONMENTAL PROJECTS\11 09 092 Oconee Nuclear Station\SCR Addend um\2nd DRAFT for Duke Energy\2nd DRAFT FINAL for Duke\ONS SCR Addendum Tables 2nd DRAFT (12*26* 10).xlsTABLE 3
- JAN 2010 Page 2 of 2
TABLE 4 SAMPLE COLLECTION MEASUREMENTS
SUMMARY
- MARCH 2010 Duke Energy Oconee Nuclear Station S&ME Project No : 1411-09-092 S&ME AVERAGE WELL l>EPTH TO WATER PURGE PUMP WELL SPECIFIC WELL II> l>ATE Ol>OR DEPTH WATER ELEVATION METHOD RATE VOLUME EVAC VOL EVAC TEMPERATURE CONDUCTANCE pH TURBIDITY ORP 1)0 (feet) (feet) (feet) (ml/min) (gallon) (gallon) (yes/no) (degrees Celsius) (umho/cm) (standard units) (NTU) (mV- NHE) (mg/I) GM-7 311712010 26.21 10.67 728.51 - LF 400 2.53 1.75 NO 14.8 56 5.1 43.1 456 6.33
**-'t< ;:y* ,,- ... u 72.92 11 ,20 728.02 - LF 240 10.07 1.50 NO 16.4 146 6.1 34.4 345 0.25 GM-7DR 3/1712010 155.51 15.25 723.95 LF 268 22.88 8.25 NO 16.9 196 7.5 33.8 199 17.80 NOTES :
ml/min = milliliters per minute EVAC = Yes or no response signifying whether the well is evacuated prior to the stablization of field parameters or removal of required well volumes umho/cm = micromhos per centimeter mg/L = milligrams per liter NTU = nephelometric turbidity units LF = Low Flow ORP = Oxidation Reduction Potential - = No data mV = millivolts NHE = normal hydrogen electrode DO = dissolved Oxygen S:\2009 PROJECTS\1411\ENVIRONMENTAL PROJECTS\11 09 092 Oconee Nuclear Station\SCR Addendum\2nd DRAFT for Duke Energy\2nd DRAFT FINAL for Duke\ONS SCR Addendum Tables 2nd DRAFT (12*28-10) .xlsTABLE 4- MARCH 2010 Page 1 of 1
TABLE 5 SAMPLE COLLECTION MEASUREMENTS
SUMMARY
- APRIL 2010 Duke Energy Oconee Nuclear Station s&ME Project No: 1411 092 S&ME WELL DEPTH TO WATER PURGE AVERAGE WELL SPECIFIC WELL I D DATE OOOR DEPTH WATER ELEVATION METHOD PUMP RATE VOLUME EVAC VOL EVAC TEMPERATURE CONDUCTANCE pH TURBIDITY ORP 1)0 (feet) (feet) (feet) (ml/min) (gallon) (gallon) (yes/no) (degrees Celsius) (umho/cm) (standard units) (NTU) (mV - NHE) (mg/I) MW-RP0 1 4/20/2010 29.28 21 .98 762.07 LF 500 1.19 1.75 NO 21.4 24 5.5 0.5 388 0.50 MW-Re02 MW-RP 03
'lr.llT.l\1111.
4/20/2010
- .82 38.90 28.83 32.66 42 .....
738.25 L~ LF llOO 360 30 1.02
,*so 1.25 NO NO 1QR 18.9 30 28 61 6.1 93.0 390.0 436 2.50 7.81 A:-1 ~18'2010 12.ll8 8.72 794.56 CP NO 0 .61 2.25 NO 17.6 142 6.8 2.8 NO ND A-2 A-9 4/19/2010
..,,,.,..l\JlU 4/19/2010 25.10 61 .32 11.48
?Ran 54.38 795.20
-n18 796.19 CP CP CP c..
ND ND ND 2.22 1~21 1.13 6.75 3.00 3.75 NO NQ NO 19.2 19.4 18.7 119 64 63 6 .1 5 .5 6.2 0.1 0.6 10.4 ND ND ND ND ND ND A-10 ,v..:1/2010 1518 32 890.J:1 - NO 28
""' NO 155 139 64 0 .6 NQ ND A -11 4/21/2010 15.24 7.18 695.74 - CP ND 1.31 4.50 NO 15.2 42 5.6 0.5 ND ND A-12 4121/2010 1S:24 5.76 709.43 CP ND 1.55 5.25 NO 14.6 20 5.1 0.8 ND ND A-13 4/19/2010 23.50 6.63 789.7 1 - CP ND 2.75 8.25 NO 17.8 254 6.1 56.7 ND ND A-1* 411Yr.iU1Q 21.90 9.34 78Z. 30 - CP ND 2.05 6 .75 NC 7fl? 169 6 .3 4 .7 ND NO A -17 4/19/2010 16.40 4.45 796.50 CP ND 1.95 6.00 NO 19.5 65 6.0 0.8 ND ND A-18 4111112()10 1R.4?
"'""' ........,, - CP NO 211 675 NO 19.0 ~ 6 .0 2 .7 ND ND BG-4 4/21/2010 42.54 33.77 815.03 CP ND 1.43 4.50 NO 18.0 52 6.5 0.6 ND ND GM,;lN GM-2R
..,,W2010 4/19/201 0
- -=
29.84 6 .30 20.38
,,.,,_,u 775.46 L~
LF
=
200
*93 1.54
- L.00 1.25 NC NO
,><a 19.4
- 113 186 62 5.9
- nR 4.6 4
364 6 .90 6.88
-~**-
GM-3R 411lll2010 4/20/2010 33.65 29.48 23.15 766.48 772.68
- LF LF 225 210 4 .11 1.71 2 25 1.25 NQ NO 20.0 19.1 330 68 6 .6 5.8 4 .5 44.2 337 358 11.38 2.19 GM-30R° <112012010 59.58 21 .28 rr4.61 - LF 210 6 .25 2.25 NO 19.0 104 6 .:< 9.0 2Z3 Y.69
*-~
GM -4 GM -SR 4/20/2010 411,.,-.ll.llU 4/19/2010 20.72 4271 97 .54 6 .34 31 .11 39.33 7 91.61 756.54 LF LF LF 340 360 2.35 189 9.49 2.75 125 2.50 NO NO NO 17.1 20.6 19.5 33 54 35 5.4 5.6 6 .5 17.7 596.0 10.4 392 347 311 1.45 0.52 9.46 GM-6 ;c/21/2010 26.34 16.73 12S.n LF 310 1.57 2 .00 NO 17.8 30 6 .0 163.0 375 6 .55 GM -6R 4/21/2010 49.68 15.92 729.24 - LF 115 5.51 0.75 NO 16.3 58 6.8 25.9 240 0.55
- .LF a.., 248 4.75 NO 420 4.75 GM-:7 GM -7R
,4/2012010.
4/20/2010
= .21 72.92 1.0, 11 .55 r.!8.17 727.67 LF 300 10.01 1.50 NO 17.4 58 162 5 .0 6.1 9.3 312 1.45 r....._1m* 412!112010 155.50 15.57 723.63 - LF 300 22.82 7.00 NO 17.6 196 7.:, 16.4 291 4.88 GM-8 4/20/2010 42.85 32.74 744.99 LF 400 1.65 4.00 NO 21.9 132 6.3 50.4 183 5.14 GM-8R ~10 73.56 32.45 ,45.54 - L~ 11 0 6.fl 0.75 NO 19.0 263 7.5 67.7 -17 0.35 NOTE S:
ml/min= milliliters per minute EVAC-= Yes or no response signifying wheth er the well is evacuated prior to the stablization of field parameters or removal of required well volumes umho/cm = micromhos per centimeter mg/L = milligrams per liter 1 NTU = nephelometric turbidity units Insufficient water present in the well for sampling ORP = Oxidation Reduction Potential LF = Low Flow mV = millivolts CP = Coventional Purge (3 to 5 well volumes) NHE = normal hydrogen electrode - = No data DO = dissolved Oxygen ND = Data not collected since the well was not purged using low flow techniques S:\2009 PROJECTS\ 14 11\ENVIRONMENTAL PROJECTS\ 11 09 092 Oconee Nuclear Station\SCR Addendum\2nd DRAFT for Duke Energy\2nd DRAFT FINAL for Duke\ONS SCR Addendum Tables 2nd DRAFT (12 10).xlsTABLE 5 - APR IL 2010 Page 1 of2
TABLE 5 SAMPLE COLLECTION MEASUREMENTS
SUMMARY
- APRI L 2010 Duke Energy Oconee Nuclear Station s&ME Project No : 1411 092 S&ME WELL DEPTH TO WATER PURGE AVERAGE WELL SPECIFIC WELL It> DATE ODOR DEPTH WATER ELEVATION METHOD PUMP RATE VOLUME EVAC VOL EVAC TEMPERATURE CONDUCTANCE pH TURBIDITY ORP t>O (fHt) (feet) (feet) (ml/min) (gallon) (gallon) (yes/no) (degrees Celsius) (umho/cm) (stondard units) (NTU) (mV- NHE) (mg/I)
GM-9 4/20/2010 43.30 29.73 750.63 LF 150 2.21 2.00 NO 17.8 225 6.1 14.4 199 0.14 GM-llR "'2CY2010 73.B2 27.B1 752.38 LF 150 7.50 1.50 NO 17.9 118 6.H 7... 34 1.93 GM-10 4/20/2010 31 .22 7.53 730.36 LF 350 3.86 1.75 NO 18.2 13 5.5 246.0 440 3.02 r.u.10R 4121r.l1l10 90.18 9.19 72B.72 LF 380 13:21 3.25 No 18.9 44 6.6 12.0 355 2.84 GM-11 4/21/2010 4 1.38 32.71 690.60 LF 44 0 1.41 3.75 NO 19.3 31 5.7 14.8 372 3.20
~11R "'21/2010 ..... 01- 31 .61 ...., .67 . LF 320 6.10 2.25 NO ,9.2 39 63 12.6 ,ns 10.32 GM-12 4/20/2010 23.26 11 .02 687.00 LF 400 2.00 1.50 NO 16.4 41 5.8 50.6 413 2.81 r.u.12ff 4120/2010 44.90 10.52 667.66 . (F 360 5:61 1.25 NO 16.6 93 6.8 1.3 380 9.00 GM-1 3 4/20/2010
.,..,..-.,u,u 48.40
,, OQ 39.53 36.23 699.57 02.95 LF 420
=**
1.45
-5_5 1.75 3.25 NO NQ 18.0
*N 1 31
,,,. 5.7
*.:a 20.0 I><
41 9 3.54 1024:
- GM-14 4/20/2010 31 .30 19.43 703.19 LF 220 1.94 1.00 NO 17.3 29 5.7 3.7 "'"
439 2.87
~1llR 4/20/2010 70.31 0.66 721.93 LF 300 11.36 10.50 NO 18.2 92 7.4 1.8 282 14.89 GM-15 4/21/2010 15.90 6 .32 729.16 LF 160 1.56 0.75 NO 15.7 287 6 .7 312.0 432 7.44
<<u-i5R 4121/2010 .,,._35 ,.,_32 30.2Z . LF 440 10.44 2.25 NO 18.4 *159 6.1 3370 4U1 11.23 GM-16R 4/19/2010 48.70 46.51 749.83 LF 90 0 .36 0.25 NO 19.4 224 7.0 N/A 250 8.12
(;M;160R 4/111Q010 81 .00 50.95 ,._.,_ll2 . L~ 100 4.90 ,.rs NO 22.7 319 7.9 3.8 :.ao 0.55 GM-16DDR 4/19/2010 144.00 39.15 756.83 LF 340 17.10 2.50 NO 21 .8 270 8.2 7.1 65 0.24
*-"K 'lllWLU,U 75_a7 ........ '.>/119 . LF n** 2 85 300 NQ 219 224 6.7 13.2 491 6.51 GM-17DR 4/19/2010 97.93 64.15 731 .56 LF 70 5.51 3.25 NO 21 .7 260 7.7 2.6 98 0.75
~18R 4/111Q010 79.25 52.63 743) 12 . LF 180 <1.34 1.25 NO 21.0 230 8.2 179.0 514 10.86 GM-19 4/20/2010 42.68 32.26 706.12 LF 280 1.70 2.00 NO 17.5 33 5.8 199.0 405 6.74 GM-20
.,-.,..-.ilnU 4/21/2010 AA7' 28.60
*32.,.,}}