ML20040B096

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Confirms J Kane & R Landsman 811214 Verbal Concurrence Re Installation of Five Temporary Dewatering Wells in non-Q Area South of Diesel Generator Bldg,In Response to Util 811208 Telephone
ML20040B096
Person / Time
Site: Midland
Issue date: 12/28/1981
From: Tedesco R
Office of Nuclear Reactor Regulation
To: Jackie Cook
CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.)
References
ISSUANCES-OL, ISSUANCES-OM, NUDOCS 8201250145
Download: ML20040B096 (44)
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Text

{{#Wiki_filter:- DEC S8 G81-Locket i.Gs. : b d-3.'9 dnd bO-M uh, CL x. \\' -. s Q ja x - m. s \\ . :r. J. ';. LLCL c/ 'e n f t~ h :4. " ?fo g . l 13 Vice Presidcnt '*'n / Lunsta. 4:rs,'ouer Loupnay 1949 utst Parnall nao1 cd / ([$, f', 3 v,,'/ / Jackson, nichigan onOl veer.ir. Luo,.: su.;aec t: 5 tat f Loucurrence ior f ive le.sporary Lt.satering Lells i.etetence (a): "lelephcne conference Call Hegarcing Aodi ticnal Twporary Lewaterin s aclis", v;ce aver 10, 19c1 u l'ursuant to the telephone request of your statt on Decer.Ler b, IWI (heference a), this will confirc, the vercel concurrente of !.cssrs. J. kene and n. Landsuan ca oehalf of tne uhL steff on Dece.ier 14, luul re or. ling installation of s rive tc.,,orary cewaterin., uells in a non-Q aru south of the uiesel uenerator oui l ui n;. T rese., ells are in aduiticn to twenty pernonent interceptor wells grevluusly oppreveu by toe hat on June la, 1981 end deptemer 2, 19J1 neer the.:,ervice sater Pu..-p 5tructure Wiich..ere placed into opera tioa on l nevei4tr 20, luel, anc terty-five arca nells appron.d on Uctober 2z, lel tcr wnich installation is not yet conpleteu. The live adoitional te.sporary m lls are Intenced to quicken toc rate of cr owduen soutii of the Diesel ter.eratur building end thereoy uaintain the scheuule for starting the j l recnurse test in vanuary 1984. 1 I' e lechtions of tuese tive,, ells, designated ut.-l throu;n 00-3, are shown on l Grasinc C-cul/ (inclosure 1). Uur revieu rt.co nizes that no safety relatec u equin.ent is luceted in the crca propeseo for these rive wells, nd tha t tel l ovi-in crawc:ewn to elevation ab, these five nells will eitner be used as observation u . las or sill ue filled witn 3 rout. l Uur review has also incluced an evaluation of the procecure for well l installation (Laclo:.ure z) ano the Loria; lo s (inclosure 3) of pilot s l noles na-2,,;n-4, LA-a, PD-17 and Pu-zu coupleted in this area. The revies ut Hessrs. Lane and Lancso.an resulted in tne followin; auaitional coa.it-sents by Lonsaters personnel unring the telephonc oiscussion on December 14, 1 sol: l 1. dasec on intori.ation frva tac p11et noles it appears the cottom tlevation for v. ell screens ub-, anu Lu-b (Para 3rapn III A of t.r. closure 2) shoul's be ruiseu to eleva uca Sul feet to avoid the cloy soils inoica.ee at borings s-2 and Fu-17. The exact elevation will te cetermineu in tae tield Dj insgection of the. well ur1111ng anu u111 be e.staolishcu.Wcre a cnunge into t.be clay soils is first ,n+,w OFFICE ) .......o.

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s 3 l s i a j lir. J. W. Cook i i x 2. Paragraph IC of Enclosure 2 will be revised to indicate that the jets are to be a minimn of 4 to 6 inches above the botton of i the casing and that jetting is to be perforued from within the l casing (not "below" or "at" the bottom of the casing). I i 3. Paragraph IC of Enclosure 2 will be revised to indicate that i "minimun" jetting pressure necessary to advance the well hole I will be used. Consuners has committed to close inspection during l well drilling to assure tMt removal of foundation soils will not i occur because of excessive or improperly controlled jetting. i j 4. Paragraph ID of Enclosure 2 will be revised to require return of i the jet water within the casing except for the first.S feet, instead of the first 10 feet. Below the 5 foot depth, the jet j water will be required to be returned from within the inside of ] the casing. j 5. Consuners has agreed to furnish to the HP.C the well installation 4 f data sheets, pnping well construction sumarys and well logs using i the forms previously identified in your April 24, 1981 letter j to H. Denton for these five tenporary dewatering wells followina their installation. The submitted data will include the time of. l 1ettie required for each foot of casing penetration, recorded Jettin J pressures and amount of gravel pack actually placed in the cdled hole. j Our concurrence for veil installatian recognizes that, if necessary, wells i can be abandoned and wouted or additional wells can be added. This action, I therefore, does not represent an irrevocable comitment. This action. I also has no effect on any other renedial action that may be required i. as a result of the staff's OL review or as a result of the m-OL hearing. j' Our concurrence does not address the adequacy of the wells to achieve their intended purpose since this will be delonstrated by the drawdown ob- [ servations once these five additional wells are activated. Rather, the i staff's review at this point has concentrated upon assurances of a j quality installation and desig1. l l 4 l l l i l 4 i OFFICE ) i suasnur > 1 oca > nnc ionu us oo-sa nacu om OFFIClAL RECORD COPY usam mi-,m 1 ,i

dr. a. ii. Cook 2 3* Statf concurrence of these five wells was also acknowledged by the project r.andser, Darl liuod, during the Oi.-LL nearing on uccerher 14, 1961. l l Sincerely, l hauert. L. Teersco, assistant Director for Licensi,1g Division of Licensing i Lnclosure: As stated cc: See next page DISTRIBUTION Docket File LB#4 r/f DEisenhut EAdensam : DHood MDuncan SHanauer RTedesco RVollmer JKramer RMattson RHartfield, MPA DELD OIE (3) bcc: Local PDR NRC PDR TIC /NSIC TERA ACRS (16) RLandsman JKane RConzales Glear \\[iN LHeller RCook (R-III) p WPaton k QA {\\It ',

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y' iENCLOSURE'? 'if-d l .i - [ .~ Zi[j ^ I. -PROCEDURE w { The procedure for installing the temporary dewatering wells by' controlled jetting in non-Q materials south of the Diesel Building will be as follows:'

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An 8 3/4" 0.D. jetting tool (hole puncher) will be inserted inside a 12 3/4" 0.D. drive casing. B. The drive casing and jetting tool will be advanced together.. The jetting tool is enlarged and weighted at the top so as to proh de the driving mechanism for advancing the casing while jetting. C. The jetting will be restricted to bottom discharge only and will be performed at the bottom of the casing!" Jetting pressures as necessary to advance the well hole will be used. i D. The return of the jet water will be within the casing during drilling except for the first 10, feet, when to start the casing it may b'e necessary for the jet water to return outside of the casing. Below the 10 foot depth the jet water will be returned up the in-i w side of the drive casing. E. Af ter the drive casing has been driven to the final elevation (see attached well schedule Section III), the drive casing will be flushed with clear water, the well screen inserted and centered in-side the drive casing. t i 1

f ,/' / / F. The annular space between the drive casing and well screen will be filled to the design elevation with gravel pack material as shown on the well schedule (Section III). The gradation is included in Section II A.2 of the materials section. G. The remaining area above the top of the gravel pack will be back-filled with filler sand. H. This installation procedure will be used for each dewatering well under the direction of a geologist /hydrogeologist. II. MATERIALS A. The wells shall be of gravel pack construction composed of the following: 1) 6" diameter casing and 6** nominal diameter pve wire wrapped con-tinuously slotted (.018" slots) well screen. l i 2) The gravel pack shall meet the following specification: The gravel pack shall be composed of processed siliceous sand, washed and bagged, and shall be free from clay, organic matter, or calcarcous particles. The gravel pack shall meet the following requirements:

I Sieve Size Designation Acceptable Range No. of 7. Retained 4 0 to 10 6 0 to 14 8 6 to 22 12 14 to 31 16 24 to 40 20 35 to 51 30 51 to 67 40 87 to 100 Ill. WELL SCHEDULE A. The wells shall be constructed according to the following schedule: El. Top of Gravel El. Top of El. Bottom of Well No. Pack Screen Screen DD-1 607 + 602 + 578 + DD-2 607 I 602 I 578 I DD-3 607 I 602 I 578 I DD-4 605 I 600 I 585 I - DD-5 605 7 600 I 585 I_ t s I

I 8 ENCLOSURE 3 BORING LOGS

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WOODWARD-CLYDE CONSULTANTS /[- ' CONSULTING ENGINEERS, GEOLOGISTS AND E!NIROMENTAL SCIENTISTS /,0G OF BORING. M.~.k.. SHEET..d. 0F..l... SAMPLES o REMARKS Z U) g Iac u DESCRIPTION 3 E,,W3 (DRILLING FLUID, FLUID LOSS, (( SCALE o :n DEPTH OF CASING, go.) ft 8 [8~/ CASING BLOWS, ETC.) 0 8: f.s uI n J y a 2-.g c_a.\\. ~ = ~ ~ y (24i6 fra%utt 0 - So f:I L T&btf -4'd:AJ AI'N//AST/i' t 1.L *Lt,. ga Tf g I g;Ql' 3 LLAy&(_./Jir v>f fi n,fitJC M, _ q g,ria e, g m . ffvf/ Nil f

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wuuuwww-s2Gnrowmsemmarstmwm / ' CONSULTING ENGINEERS, GEOLOGISTS ' AND EINIROMENTAL SCIENTISTS' dG OF BORING..(4).8.d. SHEET. 7.0F. 7... S/d4PLE5 o /,,E. G R Y,5 z tf3

f DEPTH u

-., c -. /. DESCRIPTION 3 (DRILI,ING M ID, M ID LOSS, $o SCALE o = v.N DEPTH OF CASING .:: a ft 8 EM CI SING BLO*a'S, E7t[) U :: p ( ji //Acb Uny,sn ry cc.ny y F**u oity (gium& iturtxrtb t Q.) t s y a v n a c e w,.. e u ri c m n n sa r., :.:.w. 5 n i w 9 e n,: c,- fin -,-u i... e -w v.:), s' raus ruc cac 2

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~ g c S NM E 1 Z . O 0 I S I E t 0 TI C 0 Y s I A U F B '1 F L O C l I l _ R I G s _ T y N LIR S EE v I t E T N v D ,9 HIG r S u CN e EE E S E f D N 0 I E 1 F Z Z ~ N o I I 0 S S u r .e ) c h e e u T H, L. N 7 f H ( j s I S r. A L A (. ') 3 R. i w 7._ S ~, j G 3-5_ s \\- - _ - - - - _ _ 0'_ V~ 'f, 9 a - 1. - t? 01_ I 1 l i 1 ,, :ml ,irl 1eii.t i ' l ,r 5 ~ 1 2 9 S \\~ \\ R S \\ , i' e E N Q 0 \\ 1 E g T 0' E 't .{ Z 1 \\ E .O S ,( i NI TI 5 ~ I . o M I F 0 V > h\\ L A C E6> L I Mi F I E .b l H L0 7 'i j j e i ' IA_ , i,,,d ,',_is 4_i'-l_ 'q' N D I S +s 4 4_ n A D L E N M I A . C f A Z N2= S S IU f D0 0I N N i D R A E O n T S I N ,ne A R O 0 G l I nI S T i - ? U1 E I v 9 ') P S R R o >< o A C O S ~ - C E 4-lsr h' ,L'rt ,8 e, it t ,l-il I'1 l.,' ,h'rI D 4' s E "8 I _e 0 N l /' 3 1 r L E t V e '4 ' 4 g i,il t,' l i' l l' tt,' R A l / t 3 'l' E t G S e A . T S R . w ) O - A '2' N u C w o'o 5' g +1 - p2 8L.' ,I l. !.i L>Li'I ti ' n n 'r r o 0 e t.. y s. 1 W 0 t o e g 'o. D n n yeg D o O Ev 4 O 3gy L L e, .E s55 U p L_ o D D N o 9 8 7 g s 4 3 2 1 O o 0 0 0 g o 0 0 0 0 o n o r N P6 i A n p r-w* >= mwZ t. y 8'OEWa o i l w n

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.l. _'R, - d.. _ i _,. ;p - a ', .~' y:. ~ t c 1- ,, g_ .n c j, i/ i :,.c x i 1 O e g o ,e !J' w ' I I C ~ !g w5 93/I l -fjI l l wz i 3 m W ~ jv a - +- w / ! t i i c 3 G ~ mO -._ -__ _ ___._ _, _7 - p _ y 7 3 3 - -.p p _ 4 i i . i O j j ) i O I g C i - a q i f I w z y g9 5 a 90- ^ o 3 e + - e o N O w w 1 - 2 3 e Z m e 0 0 o n 3 l W l h m 2 e j i .! l l I ! I O . o I { I l lm I . _ y _ L _ t_ _ l _ _ L _ __j_--J_J_J_J.j_J J__ U g _i } i ! I t 6 I I 6 i s f i 5 ] l W "m 1 I i I I O 2 K-A m j h a l J w i lL s _ _. ___J l 8, E J j g m C J 8-- l I. w i^ m u E 5 ir O b U tz I . + t s I -_i__ __J._. ~ e m-_ _ _ _ _ O A 'b 4 S O o 4 b Jd4 W J 44 m 2 A k '. s % L CD O v". sO 4 o N$ t) 6 JW [Ed6 l ge2 O w I o j l l G2 0 I z O 05 m P-W if1 T M fd O 'o O O O O O O O O O O z__ 1HDl3 M AG W3Nid 1N30W3d X = 2 1

g. '\\ ..a. B 0 Ph i l, G LOG

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t t t ....n...6..... !; ;e; I t r-1 g j:* !.;; =~.--. - I r,,.. 9 -;[ 0-27.5' Silty Clev. trowr., soft. 0-10.0' drilled [.,#[ aioist. Icew plasticity, trace fine-witt. a E' nom. orained s ant'. little gravel. (CL) continuous f (till) flight augers. ) 2* 2 SF IP" It* 4 2 7 r y 5

5. 0- 7. 5 ' Fediun stiff.

P. }i i 3 SO IR* IF? 18 _. 2* 'l' .6- .7.. s .? 4'. -], .j- -[ .[ l, .,,'r> i N,,. ?.1-10.0 ' very s ti f f. I f li1F " [,./. j' ? IS* 17 7 5 5

b. /

I l 10d." 10.0-17.5* Stiff. IC.0-El.5'

  • ..nI,,....l

[ y/ drilled with 4 I TQ 1 Vf* tri-cone k.j/(.d -9/ roller bit usin< l l l l l 10.5-15.C' Ve ry stif f. rsediu-weight s ?,*/ reve rt in;f r.is. c e b e. r. s 1-i s 1 Yl'e c ture and recir-r (I ,"Q' -. cul a ting. l l l l l - I' >>d 15.C-17.E' hediur stiff.

  • ',4..u 2

p.a sr Ipa Ip* s 3 ) gjN g Talling head l 24* f-- perreability g/

  • a

.v test at 16.5' ""m 17.1-?O.O' Ftiff. - /> q eF 1s* 1f* 17 3 5 7 ',"..i*. 7 .glj.f p l l 1 OC.0-2?.5' Mediu-stiff. .. l,, J..l l,I, q?.=.D 2:+$l[- [ j i l l d _p$$<b v l sr

r-e.

t 4 3.v l l l l 4:sc-2 '.4'l.h 25.0-77.5' Some fine grained sand. !"l l $y,"<

lis-lIr-2 3

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27. '7..

6 0 t. 0 M Till 27.5-15.0* Sand. b r own. fine-cra i n ed 1.acustrine FF 1F* IF* ?? ( 15 17 1 :1 t'ense, cist, trace silt. (EP) De posit .e a a "" J. d } (Lacustrane De posit) ]. _7. ~'C 3 02.- 10.C-?5.C* Very dense, _ F. m O Grain size analv. j c.c It-5e" (1 14 ?. if ~ g * ' "- ". Q sis on f.u ple l3 l l l l Talling head ~ pe rne ability

~. f. J ~ ~ '

"i ~ l test at 34.0' r..--- e-

    • d st

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.g

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qV s / I - =. >. " BORING LOG

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  • 5

.........u - -- - u - -.- - g .....p.... g s95.s !s 2- ~ 35.0-47.C' Sand, gray, fine-graine ec 'e-p- ire S. En se f3 very dense, moist, little silt, drain size 1 trace fine gravel, trace orgar.ics. analysis en l l l l _ g ::] (S F-Sit) (Larustrine Deposit) Sarple 14 _f -..T. l ice l - .t. -i -.l:-.g 3ct.l re ee 40..: e tf '12* 100*' 65 100 .:6 .:5._, f r 112

  • 12*

100+ (5 300

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85 -,,3 45.D-47.C'. Som silt. ..j. ~ n 3' l [ l l l '$5E.5.. 4 "'

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'48,.46. f/* 47.0-El.!' filty C!ay. gray, hard. i; f *l IV'l rcast. Icw plasta::ty. (CI,)

-l Et

!? 1D ?S 'i/ Q (Lacustrine Leposit) ,ff -/l< l l l l $0l

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c-e l

t J / / i l ./ I 5 y. Se IF If 80 10 16 24 21 Talling head perneability test at 56.5' ECit 1 m i (1. 7 - _ r 3 ce t' :r* 't t ?( ?? ? ?.0 ~ P.ottcP of boring at (1.5*. Grcund water crservaticr. well 17.- stalled. See "t servatien %' ell Censtruction f u--.ery. W W e. i.. 1. e _1. p Lw - Q. l**1"I I-C 7' ,_ -. ' u r- :* ~ y ;, ,-.4-- - - -. -.l om *~ A J

p. i

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0 i< i i i i ; i i w j 3 y oo I r i i N 4 2 I I I i 4 2m-e i i, g g 4 O O O .. l 4 - 2 3 w m 7 Q E a e O o 3-O H " [ y I e = = i I 4 U I I I g l i. O m L. _ L _ _. y - _ _ L - . L.J - 4 j_q._ _j_- J.- u w I i I I ! I I I i i I I I 3 4 ---- y _j I I i JD _, m 4 al gl C J a g 4-__p. .._.__w__._._a_ _-_--w - -.l-_ 4 m 3 l l l o Jl i I i w ~ m u l ,E D 4 } O 4 "~ u t 7 1 1 i -1j 4, 3 'm ---. _A _u_ _.4. ! _ _ .. L _. -{- q - -. O g' M w i e 2 h CD O O u (, J -M - I - l gm o z I l - I de w v e O w O' 7 - I I 1 O O O O O O O O O O O I' o cn co s e o e m cw O s i 1HDl3M AG W 3 N I.1 1N3083d E ei O s e s e

7 .fy. r B O R ! h'G LOG i

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    '-l' ' t 3 T:-:C i

m, g.,, j{ } Yard r *19g.7 I 343.F 80 E.A. z. ...n.... .........n. !,y,;. 10/ 2/79 10/25/79 T w end International Cyr 75 7.*/r* r:. A. N.A. it.!' w-N :.-. - 1 ...........,,nis. ...,......s.. ~...s....... ..n. 4 ,. 7 ff.1..c: f M.A. M.A. 15 636.30 (34.0' t:ot Deterrinef ?: A. m*,. i e... ~ h"~..... 140 lb/30 in. 37.4' cf 4* PVC w. E. T.in z er .A ..~:.-. ro.cTR AT son

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g ; ;
.'

t v t o.a....~..~ ..."..en"... 1 I e r; j ..~...m. .j*!,1 !g i** fis e r , - Q,. A* *;'.y 0-4.0' ~bity Cley, cray-brown. Drilling with L' 4* po r.edium uiff, low plasticity, rcast 12" Nom. C.D. 55 little fine sand, trace of fine centinuous .,)/@ha. ':' v%i 2' 1S" 5" 7 4 3 4 j ,1 gravel (CL) (Pill) flicht augers. i s; c 8.y. a > - :M, er P' e. ii m ,.,,.f.,' a Sf* li M,; p e 4 L 630*0 4 -~ l1

" 1f" 12" 6

3 3 l 3 hy); 4.0-F.C*.%and, tan, loose, fine- ,1)..k' .l. -l. +l' f-

  1. ].".,';[i.-

5 .. '?- g r a ine d, r.ci r t. trace of rediutr f]. r.* f-.$ . 3 t e.n d (SFJ (Till) s r 2-. - s. t<*..{-E.0-$.C' i-c. Grein size .4

  • 1 1.,..

analysis on

1..,*:;;.d,

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  • 1?* I I 'e 7

3. 3 4 ~" ! a: ple 3. g D. 'p"'- E26*C E l l j E. C-10. ! ' ! a ncy Clev, brevn, very terilling with ~%*,/. 4 stiff. a,.e Flast:c:ty, reist. 7-7/P* trieone ) IfI trace cf fine crevel 4 ./" - (C1.)(rill) roller bit I - I1 E "l *

  • l 16 e

j l l l - 4 o l 7 10 tsine fredium l l l ~D = t 1C.5-13.C' rand, tan, 1cose, fine-weicht revert 0,'a *--.l e r a.n et., we t, se-e rediu-sand (!?) rud r.1x and 3 g g M'.e.9.. t I I? g>Y.h l (Till) re:irculating. i - '- t E l 4 ; 3

5 Grein size

.w] l (21.0 '**'" ) l-i. I l l l l 4~nalvsi,s en T k. 13. 0-19.5 ' Clayey Silt, brown, stif a s /

  • ),

b Icw plastielty, wet, little fine it i

  • 12* !*

11 3 4 l7 6 sand (ML) (Till) ,e a

  • s

.N3 3, Y l l l ,.j ..A.c. y l ' *,L* <'- ]' 16.5-16.5' very soft .,.g..; IF-P 3 1 1 2 1 T. 1E. ! "p l l j j l 611.5 f, lg QlQl ,b IE.5-:5.5' fand, tan, rediu-dense, ,3!.lc.'**1 14 4 20 r.Y. - send (SF) (rill) ,g L

9..d l

b e-p M, M s t, IMe rede_ c 1 I I I i l l 4:M i'-_ .j.9,;?, f_ .m

1.5-ra.e' Dense m

u-j ir w ' v.. 45 7 le :7 t. w.t-- .. ff f v i l l l /Ef4_. ,3...,_. ry:nl e l :s I n li 1:1n 25 p:$D ' nT ' txp --Ju l l v.. ,. d. L

7-

.M_ ^ f 'p /M H..- f l l l XO .. a 5h .,p/ 2*llP" l le 7 P 11 -[.".7"s il ..I s. '... } /,. l l l l tec-'5 e.y 2e* M.- 4?y---- 2f. 5-34. 5 ' S and, cray-brevn. nedi :-

r*l':]

3f.'I W - SF N.M dense, fine-tc coarse-craine:*, vet Srain size 3-M 4 7 c j trace ef fine gravel (W) (rill) . analysis on I } l ',k.7 Earple 12. \\ 2 s w<- 4v. i, mN r 4 < I n l.t6

L

.n. l l l l l l q[.,,.g M. rvdlu cray, s e r.- l 4' '4 M.5-11.5' Tm g ..Y.~ fense, f in e-c r a : n e:8, reist. litt;e[, j g :- g rg e tit *; .. - '---J. g.

t. m.... gg y-g < g trj 3

eco e. .c-. e- . 4.,,, %,. j TN0 \\ f / a' .. q.. mJ

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.........w. Y g b .? . -e s ..u....... ( v. 1 r 1 ll: 1 i f.3 ' l 199.0 35 I a Crair. size analy-i ". l 'i l sis or. Sample Is. . i .4 \\ $5l l - " ' ~ 1,

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  • 4*

g3 34 l 3 37 596,t 37.: -%.s e M, /lg --'..=ce - w 7 a sr.** ' ' 3 t }' P'ev.

  • e '- *' u.-

c ' e v. e .3 -+ _a It. a r d, r e ' a ur ;1 e s. t a c : t y, reist, I scme tr.ir. r+dau: gray tilt nears ~... ( C:,) 7 d r ' -1 5 bottor o' boring at 3R.5' '.f"' S,.*- l Cround wat= r riu ping well ir: stalled Y* See pu pine. we ll ec,nstruction s u -- ,..y.. ; ' - esa r;.

4. fs, y.1 s

c. - o,' .v' .:'p.t.v

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