appendix c (from the remedial investigation report for the

ERM-Northwst

0300324.«

' / * '

APPENDIX C

n

oo

NJI—"Ln

DRAFT

RADIAN Sheet—I——ofLog of Drilling Operations

ftnrinflorW.il No U-l Prej^* Facet 214-082 !1 »..»<«,,. Flnlra. NY Banning 23Mavl983 ——— anrCnrt !

1 ng B~-nrrU/4 By W. M. Little 23 Mav 1983 nt drilling op-ratlinSampling Interval {P«timat«fU <i <f«

Type Drill Rig and Operator.Empire - Rodney /Steve

Depth(ft)

5 -

10 -

15 -

20 _

25 -

30 -

••

••

•P

••

••

^m

••

•M

^

••I

••I

••

••

mm

••

••

••

••

•1

•1

^

•

^

•

M

ti&'if-#^fg^^m?Svt«i'J:

*;"4v.:1J.V 'i " i**'frÎi-i/>?.-,*rtffT^

a<v*i;'c,•£&:'£!'••' Ci -l^•-•ÎSy.: *t#îrL^;' :K"/.•;j.»>wnf*;'ii I—I'/:

.'••iv.;.JX-iiîf. :-'-.-iS.ls,-.:'.•-.••.'

•:.--'->*7 >

^^

•• *•:&%•fp;*--:-ir -

*5&^*— »>.i^JWMiiv•?:?•-"?'•

&.&•V7 •.;.'..••: i

E«i3iKfrV-^;.

^s?»§Jn l£."V.v,-• >^s. -iSi•••..•'::•>•?.' .fe^ssJ=:c:;.i'tj-'i--'.•:.&**?•i&te%$$>.

?-i 5a i£ 2«SCO

1

I

I

I

I

~T"L

I

«5 ex ô£|«Q«>-

F-043

F-045

F-046

F-047

F-048

F-049

F-050

Hiii«H«3K

SS

SS

SS

SS

SS

SS

SS

Stratigraphy

Hollow Stem Auger

1i

Remarksij |

( I

Eard, brown, clayey soil, cinders

Firm, brown clay, mod. plastic, minorfine gravel

Firm/stiff brown clay

Firm/stiff brown clay

Stiff, gray clay, minor gravel

Stiff, gray clay, minor gravel, withsand, gravel, cobbles

Gray clay, dry (friable) with minorgravel and pebbles

i1ii

F-044 not used i

ii

i

ji

iii

TJ>n

0oNJ

' i— <M

DRAFT €300328

RADIAN Sheet. -of.Log of Drilling Operations

Boring or Wall No U-l Pfnj**t Facet 214-082 !Location gj«li-a. NV R«glnning ^ Vly T Q f l T anf1fln.fi

1. og R«^nrrt«*i By ._tfi_&i t,ieti» ?•* Mav IPS? .,„ _ _ .o* drilling opnratlonSampling interval (Estimated) ___ L_ (**)Tvoe Drill Rla and Qoerator Jiallflw stem Auzer

Depth(ft)

•j e

40 _

45 -

50 -

55 -

^m

«M

im

^

^

^

Mi

i«

i^

^B

^H

MH

•1

•i

••

••

••

-

mm

••

••

•i

^

•i

•i

•i

Ml

M

""

m&;,•••,? 3-$.*jKx,&&WIpK&*>!&.•:'.<<'>'--'%1 :"lUf»*•>•»»'**•>. y/u-ii VT«*-.V^v^•l.'.'.-l'* f .m'ti£s%•*$>*fe^'•» >r- *.'SJ'-'r'V.<:•>•••••<te-V-*.*' '

o_= 1S «|I

1

I

I

I

Empire - Rodney/ Steve j

"M*l|ig<53>-F-051

F-052

F-053

F-054

It*Ii|>-to»-SS

SS

ss

ss

Stratigraphy|

Remarksi

Gray clay with minor gravel and pebblesmiddle 6" wet, lover part, firm grayclay

Gray clay with minor gravel, dry andfirm

Gray clay with minor gravel, dry andfirm

Gray clay with minor gravel, dry andfirmBOH - 51*5 ft.

I

f

iii

jNo ground waterencountered,abandon core andbackfill

Ii

{

i

iTJ>0

o0NJ

——————————————————————————————— J ———————————— i-NJI—'-J

DRAFT

Log of Drilling Operations

0530327Sheet _1——of.

BoringLocatiLogRi

or Well No.on ElmKiorde

Depth(ft)

p

5 -

10 -

15 -

20 -

25 -

30 -

•i

M

Ml

M

M

Mi

Ml

IB

••

••

••

Ml

••

>••

MB

Mi

^m

••

^H

^

^H

MH

MB

••

^

Mi

M

^

tfT*£?<%£:{:;;?.

f$^KSi^ ~*' 't*

il;ijj?j'."* (/•" ri1' *•

'iT^»! *•*"*

i"*.' t "*'.4

B•"^.«^'_*

5i'v *^y*^

n-2 Project Far»t- 21A-082ira. NY B^lnnlnn 23 Mav 1983 a«n —— ,

rt By W. M. T.ictl« 24 Mav T9flT «« ^HIII— x». —— >i—Sa

mpl

ing

Inter

val

1

I

I

I

I

I

I

|||

F-055

F-056

F-057

F-058

F-059

F-060

F-061

||ISS

ss

ss

ss

ss

ss

ss

Sampling Interval (EstimatedType Drill Rig and Operator '

Stratigraphy

Gravelly clay, brown/ tan

Gravelly clay, brown/ tan, moist

Gravelly clay, brown/ tan, moist

Firm, gray clay, moist

Firm gray clay, moist



1 s r)follow Stem Auger

Remarks

!

iii

oCi

CiAji

DRAFT 0300325'

RJ•••*<

BoringLocatiLog Re

IDI

orW«on

tcordfl

Depth(ft)

^ e

40 -

45 -

50 -

55 -

^H

«M

M

••

•i

-

"

••

-

-

u_1—.•H

••

••

ill

PHI

•

'••'hrU 'ej a.ij-

:V.7'J';^•'™Jff'

&$£.

^

'•— .••'•':::'7

j-^rvS

-:::-V.';.':':':

•;::••;-.;•;•:>;:• MlM BMii

JXN s


.11 No U-2 Profaet Facst 214-082

ihrr* 2 «» 2

Elmira. NY ffeglnnlng 2"? Mav 1P8-? aP'l tn'l"^ py Wi Mi T.-frr1» ?i Mair TQfl^ ' nf Hrilllnn nn«r9«lnn

Sam

plin

gIn

terv

al

1

III

O5g

F-062

F-063

F-064

F-065

^«jf

SS

SS

ss

ss

Sampling Interval (EstimatedType Drill Rig and Operator J

> ———— 5 ——— fft)follow Stern Atiffer

Stratigraphy

Firm, gray clay, moist

Brown, sandy clay, minor gravel

Medium sand, saturated

Silt 7 medium sand

BOH - 51»i ft.

Remarks

i1I

Water at -40'

n

0oto

DRAFTC30032S

RADIAN *Sheet — 1 — of —— I••——*•— Log of Drilling Operations

BnringorWiillNfl D-l " Pmj.^ Facet 214-082Location Elmira. NY Banning 18 May 1983 anrf.n^1 n/^ B»rnrrl«rl By W. M. Little 19 May 1983 nt rirllllnrj npar^tinq

Samnllnn Intarvat fP»tlmati»d> 5 /m

Depth(ft)

-^

5 -

10-

15 -

20 -

25 -

30-

-^

-^

i^

^H

^

^

^m

^

^

MM

•

^B

H»

••

••

M«

•k

fc<M

•1

™^

——

J<5:•V*'

'*»»»• '*v»*?fj"*;>* »-^*-<

•* V -*»• *»«v.«.?:lff.0i

r?«*5

S?*

'•••••-»*•i»^*

•£Jii-,;V'.j

i:JJ ';:*•»*;I'.V 'S

i;i:'.'v-i

ii :'.-•' A-''"-

;-';.•; £:;j

'c'.™ i-V-X-t^fi

Sam

plin

gIn

terva

l

i

Ii^H ^w

J

I

I

I

I

Type Drill Rig and Operator _Empire - Rodney /Steve

zf j

F-019

F-020

F-021

F-022F-023

F-024

F-025

F-026

F-027

--

|f|SS

SS

ssssssss

ss

ss

ss

Stratigraphy

Hollow Stem Auger ;

Remarks 'ii

Fill

Silty gravel

Ho recovery

Poor recovery, silty gravel, wetSilty gravel, wet

Silty gravel, wet

Silty gravel, wet

•

Finn, gray clay

Firm, gray clay

Sample discarded '

iWater at 7-8'

1

1

ii

-nnoo

MM

DRAFT

RADIAN Sheet- 2 of ^ 11

H«rtngorW*IIN« JQ-i. Pmj^t Facet 214-nft2 :Location Elmira; -KY p^j^ing 18 Mav 1983 flM itnrl

Sampling interval (cst| mated) ____!__ («}Type QrlH Rig and Operate' Hollow seea_Aug«r

Empire - Rodney /Steve

Depth(ft)

1 C

40 -

45 -

50 -

^m

^M

•

•

•

M

^

••

^

••

IM

^

^

^

•M

^m

•

M

•

•

•1

i< "j-* •;*•»'

'.' t \^* *r^. .

IllmPPIBm

c-

fl03

1

II

o«|||

F-028

F-029

F-030

F-031

"S * cIII

SS

SS

SS

|

Stratigraphy I Remarks

Firm, gray clay

Finn, gray clay, shale fragments

Firm, gray clay, shale fragments

Refusal, no sample, clay and shalefragments in end of samplerBottom of hole - 50 ft.

•

Abandon core, moveover to drill D-l ;well to 15 f t . ,collect bottom-of-hole sample at 15-16*1 ft. (F-032) -silty gravel

0

o0

DRAFT 0300331

RADIAN Sheet-^» • •

1 -Of- 2 _•'

BoringLocatULog Re

orW«ancord*

Depth(ft)

p

5 -

10 -

15 -

20 -

25 -

30 -

-

_

•

•i

•

^

^

^

——

••

-M

1

..

••

——

••

™

^m

^

••

Mi

1P^

^* j-J

^

te

®

H|

r^

S5

III MA . p_9 Prnj«*t Par.*- "JIA-nS?

KJ By w. M. titti* 17 M« loa-i ftf rtriiiin« ««-,»*i««Sa

mpl

ing

Inter

val

1

I

I.

I

I

I

I

0.2 cd|«

F-001

F-002

F-003

F-004

F-005

F-006

F-007

^ A

|||

SS

SS

ss

ss

ss

ss

ss

Sampling Interval (EatlmatecType Drill Rig and Operator.

Emuire - Rodnev/Steve

Stratigraphy

Fill

Tan sand w/brolcen, gray cobblefragments (quartzite)

Med. brown, clayey sand, pebbles

Med. brown, clayey sand, pebbles,moist

Med. brown, clayey sand, pebbles*moist

Med. brown, clayey sand, pebbles,shale fragments , saturated

Hard, brown clay w/pebbles, tight(internally dry)

1) ——— 3™. (ft)?rt1 1 rnj ^f*am Aneer

Remarks

Water at -23'

Tl

n0oto

M |

to

DRAFT

RADIAN Sheet^Z^of^^L^T1»._____.,____ ^ QJ rjj^JJ^g Operatj0nS ,

1

Boring or Wall No. .. r\-2 Om|*et Pa^.r ?i4_nfl?Location --.-': O-^lnninq 16 May US'? TMflHH

LOG Recorded Bv — W. M. T . - f r r T p ————————— 17 Mav T^a-? «* nuing «pvit|nnSampling Interval (Estimated) 5 ^TYP« Drill R!Q an<^ OD«'?t'?'' iaLlfiy §<;em Aueer

Depth(ft)

40 -

45 -

50 -

^H

^H

^H

H

^

mm

mmi

mm

mm

mm

mm

mm

:l^

••

mm

^m

mm

mm

mm

-mm

n&'$%;;

•;:':y';Vv::.-:;

&!&;:-;>~

^Bii^yV;

Sam

plin

gIn

terva

l

1

I

I

T

'iso5H

F-008

F-009

F-010

F-011

|||

SS

ss

ss

ss

Empire - Rodney /Steve

Stratigraphy

Clay, some sand and shale fragments,little water

Medium brown and black sand, saturated

Gray clay, plastic, uniform

BOH - 51% ft.

i

Remarks

!

t

i

i

!

r

0

o0ro

h- 'fO

1 N..J

DRAFT

Sheet. -of.Log of Drilling Operations

Boring or Wall No Jfc-i, Dmj^t Facet 214-nft?

Log B«rnrr}^j By . ,.. ,Wt,, Mr tittle I T M a v l P S ^ _ _,. .flf rlrlHIng OpftfatlORSampling intarvai (Estimated) ___ 5_ (ft) jType 0^11 Big anij Op-ratO' follow Stem Au^er >

Empire - Rodney/Steve ;

Depth(ft)

r\

5-

10-

15 -

20-

25 -

^m

M

M

^

••

••

m

•M

•i

^H

•M

••

mm

mm

tmt

mm

mm

^m

mi

mm

mm

mm

mm

ti— " \j* f

rVf-;v:^;

jviX*?***i: •'*:::";

,»***»•S^»^**••*,:•'

*«- r-*ff

••*•»***

'.IT'Il'r1

^fiV-'.'

I'-ll(5 ^CO

1

I

I

I

I

•

"o « e

|||™"

F-014

F-015

F-016

F-017

F-018

— «

S.l|

SS

ss

ss

ss

ss

Stratigraphy

1

!

Remarks i

iFill

Soft, gray clay

Silty gravel

Silty gravel, shale fragments

Firm gray clay, shale fragments

Sample discardedi

i

TJ

- n0oro

M

1 ... .^ .

DRAFT033.0334Sheet. -of.

Log oi uniting uperauons

Boring or Wall No. D-4 Dmj^t Facet 214-082Location .Elmira. NY a~*inn|n* 19 Mav 1983 ,.H —— •

Log Record*KjBy w. M. Little — ZJLtlaY 1993 , .. ,. ._ of drilling operation.Samnllna Interval tE*1lmat»ti\ S t*\

Depth

5 -

10-

15 -

20 -

25 -

30 -

•» c

M

-

__

M

M

•

•

•

^

••

••

mm

••

••

^

M

1

••

^

^

mm

mm

mm

^

*?.'"*••*•*• * '«»•..«*<• «*••,

... •• .'it*..'•'** -

••';". ' ', •'

~- »*••!*

•

iP|

^^ft

||

1

I

T

I

I

I

T

"S«

IIIF-033

F-034

F-035

F-036

F-037

F-038

F-039

"S * c

IIISS

ss

ss

ss

ss

ss

ss

Type Drill Rig and OperatorEmpire - Rodney/Steve

Stratigraphy

Fill, hard, gray pebbly clay

Fill?, hard, gray, sandy and pebblyclay

Silty gravel, shale fragments

Firm, gray clay

Firm, gray clay

Firm, gray clay, minor gravel

Dense, brown silty sand, minor gravel,nearly dry

i

Hollow Stem AuKer

Remarks

1 Sample discarded

Water at 8-9 ft. •

TJO

0ONJ

!\J

DRAFT 0300335Sheet.


Boring or Wall No D-4 Proj«r* Facet 214-082Location ri^m V* Beginning .j.o_.M»y ioa-5 anrt «nrl

S«mpHn0 Interval (Fitlmatari) 5 /«>TUPIA nrtll Bl/i anri On.ratnr Hoi lav St(.m Auser

Depth(ft)

-95- —————

40 -

•i

^•t

^H

^mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mm

mmm

mm

mm

mm

mm

mm

mm

mmm

mm

mm

&3&W:

fla|e£5-

1

Earoire - Rodney /Steve

If!Oeo»-

F-040

ill»-«>-

ss

Stratigraphyi

Remarks

Dense, brown, silty sand, minor gravel,nearly dryBOH - 36Jj ft.

T Pumped water from ;auger stem with jbit at 35 ', watercascading from aboveicollected sample(F-041) for metalsanalysis ; grout ;back to 20 f t . , pul.out and move over t -•'Drill D-A well to13', bottom of hole .sample (F-042) con-firms clay ac 13 f c . :

I

i

Tln

o0NO

NJ

DRAFT0300335

RADIAN SheetLog of Drilling Operations

BorinflorW.il No D-5 Proj^t Facet 214-082Location Elmira, Ft p— inninn 20 July 1983Log Record) pv W.M. Little 20 July 198380 By— ———— • ———————————— ————— i ——————————— ^of drilling operation.

Sampling Interval (Estimate) 5 ^Typa Drill Rig and Operator Ho How-stem auger

Depth(ft)

—— 9 — r

5 -

10-

15-

20-

25-

30-

ifi'.vV'^tiP'??u

•*.*•?'•' '. '•"•

1 '*•**""•»'•

'*'.** -*.V'*•"' * '.'. * "

i;K.•'*' -. '.'•

'« »*• «'•*"*«•

••,<l:**•*« <

r»V^^**V;i-*V''"p5>7i*j

Emoire - Rodnev /Other

II£ £CO ""

I

I

1

rri

HiQco»-

F-10

F-102

F-103

F-104

F-105

F-106

*3 — c*MKtO»-

ss

ss

cc

SS

SS

ss

Stratigraphy

Gray-brown, soft clay & fine gravel

-Dark gray clay & fine gravel, soft,oily

Same as above, saturated with oil

Gray silty gravel, loose, wet

Gray, silty gravel with shale fragmentssaturates

Same as above; bottom of hole at 31.5ft.

Remarks i

iVery soft drillingand sample driving

it

\Water on rodsat^22 ft.

^n

oo

N)

DRAFT0300337

RADIAN

BoringLocatiLogR*

orW<

icorde

Depth(ft)

rt

5 _

10-

15-

20-

25-

30-

15

•M

^

M

M

V

M<

M

^

M

M

•M

^

••

••

M

••

•M

Ml

^

^

Mi

•M

•H

^

••

••

••

•1

••

•.r-'v.1--;-'.

|SS

•.•/;;• :\\ :::•!*::-'-"X-|vVV•:;"£&":"£•

';-': '.'••:.':':'.

:;;::'."::""-"v.

Wj&l

'•£•'£•*';•:;"

W$$£:£*$:'£•.'.'.'.'• /-*'-•.; '-'-

•: :V. ;-,'•;.'• >*:*:

;-V;;V','-iv.'-:

.•'•'•'•'•' ;'''~-'

:t-:''.\'^::-'.

v*v.;&5s5;>-vt«V.'«*» •

••».;•«'-vv-»••»;..;>v

. if•''••. •» *•*f'v;

HI No. D

Sheet __i —— of *Log of Drilling Operations

-6 0*1** Facet 214-082laLra. NT B^,^,Hfl 18 July 1983 ^^^py W.M. Little 18 July 1983 «*HHIII«« ««.«»,««

Sam

plin

gIn

terva

l

I

I

I

o « e

l|1Q<»»-

F-088

F-089

F-090

F-091

F-092

F-093

F-094

111>»«.•KCO*'

ss

ss

ss

ss

ss

ss

ss

Sampling Interval (EstimatedType Drill Rig and Operator

) ———— 5 —————— (ft)Hollow-stem auger

Pwoire - Rodnev/other !

Stratigraphy

Dark gray soil, pebbles

Dark brown sand, soil, pebbles

Brown /gray sand, pebbles

Same as above

Same as above

Gray, silcy gravel, saturated

Same as above

Same as above

Remarks

Hard drilling,cobbles .

1

Poor recoveryHard drilling,pebble returns

Hard drilling,pebble returns

Water on rods at^24 ft.

Very hard drilling

T3>r>ooNJ> |

-^f —————————————————————————————————————————————————————————————————————————————————————————————— H-Bottom of hole 36 1/2 ft. NJ

_L N>OS

DRAFT030033a

RADIAN

Boring or Well No._

Sheet — L__of 1 iLog of Drilling Operations

Br-L ———— Prnl^t Facet 214-082 !Location Flnrfra. NY —— P~<inninn 20 Julv IQf i?Log Record*

Depth(ft)

-9 —— p ———

5 .

10 _

^

15 _

20 -

25 -

30 „

•

M

M H •'":•'.•* v'*i

:-.:::-»«::

M •'•'.vAV''*.*.'\

:':-z ;:•:•!; :;.;

•i •;'•."*.*•* *"-ip.v.':C.':;':#::;::.

M .'••.:•••;•"'',••'•

• '".*•'.•••{• -•,'•'•'

•££££•M i':;.:::::: "••";•.•

• ,;•.*•.'.•'.••.'."•'.*,

:•• •i-'V''''-i',*"• '».*'•''•'•.••''.'>'

m '•''•'•'•'• ''•'•'•••

• •££?£:&:;&:''•'-':''. •'•'.•'•"'''.

m

^py W.M. Little 20 July 1983 «*^m— ...„.,__Sa

mpl

ing

Inter

val

I

I

I

I

I

I

SjQw1-

F-095

F-096

F-097

F-098

F-099

F-10C

|||

SS

ss

ss

ss

ss

ss

Sampling Interval (EstimatecType Drill Rla and Operator.

n 5 ,*jHollow-stem auser

Empire - Rodney/other

Stratigraphy

Brown, pebbly loan soil

Brown, gray, pebbly, silty sand

Same as above

Same as above

Same as above

Brown/gray, pebbly, silty sand, withshale fragments, saturated

Refusal on boulder, fall-in and shalefragments in end of spoon bottom ofhole 30 1/2 ft.

Remarks

Hard drillingt

i

i

i1i

Water on rods at•^25 ft.

o

0o

1— <

N)

DRAFTG300333

RADIAN Sheet——i—of _i___ !——— "~~ Log 01 drilling operations

D.ri.^ruf.iiM* D-8 pfftf-et Facet 214-082i,nra»ion Elmira. NY Banning 21 Julv 1983 anrlnnri|f t0D^nrrt«rtBy W.M. .little 21 .Julv 1983 nf drilling npflratlnn

Sampling Interval (E«tlmat«ri) 5 ___ ^ftjTYP* OHM P'Q -vvl Op-raV?' Hollow-stem au?er

Depth(ft)

9"

5 -

10 -

15 -

20 -

25 -

30-

M

•1

•1

••

M

•

M

MM

••

P^

^

•1

•

•

•H

Ml

IHI

•1

M

-

(."•t-' •-- V;few?;'.v— .>•-,.

fr.??^iiSP^S- .x-&i'-:''?'iVV-A,-. ',

r-^&jiSS

t&2s* »*•-<•*•••'•.•«••-.»••<.».«•*>»••-.-•,•.«••••*h^:»,«-,•

^:i^il st-. :*.ViV

• 5•.-:".-; ivvVi-'.».p,r'l'-iiVll-.-

O_!

*s 2'.

J 2 '.

1

I

I

T

IT

o.2eO'c 3Z§«QW»-

F-107

F-108

F-109

F-110

F-lll

F-112

-5 0 _2f|si-K«3>-

ss

ss

ss

ss

ss

ss

Empire — Rodnev/other i

Stratigraphy

Gravelly clay fill

CindersBrown, gravelly clay

Same as above, moist

Brown silty sand

Silty, clayey gravel, moist

Gray, silty gravel, wet

'<

Same as above, saturated

Gray, gravelly clay-till; bottom ofhole 31 1/2 ft.

ii

Remarks

No odor

Poor recoveryWater on rods at22-23 ft.

-•j>o0oNJ

Ulo

RADIANCORPORATION

DRAFTLOG OF DRILLING OPERATIONS: SHEET 1/1 0300340

Boring or Well No. ____D—9Location Ei""'ra, Neir YorkLog Recorded by T.K. WalteraType Drill Rig and -Operator Hollow-stiauger — Empire — John/Glenn______

Project Facet 229-051____' • _____Beginning 18 June 1986________ and end

18 June 1986_____ of drilling operationSampling Interval (Eat.) 2.5 ft

Depth

Blow ID No. of Type ofGraphic Counts Sample SampleLog per 6 in. Taken Taken Stratigraphy Remarks

5-

10-

15-

* * i

8. 1410, 10

3. 6.7. 8

4, 2.4. 4

8, 74. 13

(2 1/2 - SS4 1/2)

D-9-5(5-7')

D-9-7 1/2 SS(7-1/2' -9-1/2')

D-9-10

D-9-15(15'-17')

SS

BOULDERS; vith gravel, loose. OVA back-brovn. unconsolidated reduc- ground 0.1tion in boulders at 2-1/2 ft. ppm

SAND; grey brown, fairlymoist unconsolidated

SAND; turning wet at 6-1/2'gravelly

CLAY; grey brown with gra-vel, only 6" of sample re-covered in split spoon

SAND; wet. brown, with de-crease in gravel from above

CLAY; brown with sand andgravel 1/2" diameter

OVA 1.92.1 ppm

OVA-0.2ppmborehole-0.2ppm

Total Depth Drilled/Sampled - 17.0'Well Completion Depth - 15.0'

G = Grab SampleSS = Split Spoon SampleOVA = Organic Vapor Analyzer

o

ooto

to

RADIANCORPORATION

DRAFTLOG OP DRILLING OPERATIONS: SHEET 1/1

0300341Boring or Bell No. D-10Location Blmira. New York

Project Pacet 229-051

Log Recorded by T.K. WaltersType Drill Rig and-Operator Hollow-stem

auger — Zapire —• Joan/Glenn_______

Beginning 19 June 1986________ and end19 June 1986_____ of drilling operation

Sampling Interval (Zst.) 2.5 ft

Blow ID No. of Type ofGraphic Counts Sample Sample

Depth Log per 6 in. Taken Taken Stratigraphy Remarks

5-

10-

15-

T -'-M

10. 1519, 18

D-10(0-50

D-10-5(5'-7')

D-10-7(7'-10')

ss

6, 12 D-10-10 SS16. 16 (10'-12')

D-10-12 GU2'-15'}

12. 8 D-10-1515. 19 (15'-17')


G = Grab SampleSS - Split Spoon SampleOVA = Organic Vapor Analyzer

TOPSOIL; dary grey-blackwith abundant clay

SILT; brown turning to greysilt, very fine, well sort-ed. e'-d'S" clay, stiff

SILT; olive brown clayeyvery fine grained, wellsorted turning wet at 8'

SHALE; with silt brown,and sand unsorted

SILT; muddy no drillingreturns, slight sheen onwater

SILT; grey clayey, fairlymottled, dry. with largersand-size material

background0.1 ppm

OVA-1.4 ppm

OVA-0.6 ppm

OVA 0.8 ppm

-Tj

o

to

tou>N)

DRAFTRADIAN LOG OF DRILLING OPERATIONS: SHEET 1/1CORPORATION ' 0300342

Boring or Well No. D-ll Project Facet 229-051Location Elmira, New YorkLog Recorded by T.K. WaltersType Drill Rig and Operator Hollow-stem

auger — Empire — • John/Glenn

Beginning 20 June 198620 June 1986 of drilling

Sampling Interval (Eat.) 2.5

and endoperationft



5-

10-

15-

:•: 7. 76, 4

1. 12. 6

0-11-(0-5')

0-11-5(5'-6')

0-11-7(7 f-10'

SS

SS0-11-10U0'-12')

0-11-12(12'-15f)

23, 10 D-ll-15 SS12. 13 (15'-17')

background0.1 ppmborehole,1.2 ppmcuttings1.7 ppmOVA-27 ppm

TOPSOIL; silty, grey-black,discolored, turning tomoist grey silt at 4'trace charcoal, strongpetroleum odor at 4'

SAND AND GRAVEL; intermixeddry w/silt from 5'-5-1/2',only retrived 1' from SS

GRAVEL; loose, dark grey,l/4'*-l/21f turning to brownsilt at 8' sticky claymatrix, balling up bit

SILT; sandy brown poorplasticity, trace gravel

GRAVEL AND SILT; uncon-solidated rig shimmyingindicating gravel

SILT; grey with brown zones, OVA-1.8 ppmslightly discolored

OVA-1.1 ppm


G = Grab SampleSS = Split Spoon SampleOVA = Organic Vapor Analyzer

•yn

oN)

RADIANCORPORATION

Boring or Well No. _____Location Blaira. New York

DRAFTLOG OP DRILLING OPERATIONS: SHEET 1/1 0300343

D-12 Project Facet 229-051

Log Recorded by T.K. Walter*Type Drill Rig and. Operator Hoilov~stern

auger — Empire — John/Glean________

Beginning 20 June 1986________ and end20 June 1986_____ of drilling operation

2.5Sampling Interval (Eat.) ft

Depth

Blow ID No. of Type ofGraphic Count* Sample SampleLog per 6 in. Taken Taken Stratigraphy Remarks

5-

10-

15-

20-

4. 4.4, 4

6. 5.10. 7

4. 5,7. 8

0, 0,6. 7

D-12-(0-5')

D-12-5(5'-7')

D-12-7

D-12-10

D-12-12

D-12-15(15'-17')

D-12-17(17'-20')

D-12-20(20'-22')


TOPSOIL; grey-black, dis-colored, turning to moistgrey silt at 4'. oily sheenon cuttings

SS SILT; grey-black, highlycontaminated with tarrymaterial, bright yellowsulfur crystals seen

G SILT; clayey, grey, wetpoorly plastic, turning tobrovn silt at 8' fairlydry. out of vet zone '

SS SILT; grey, with clay, norecovery in split spoon

SILT; brown, clayey, fairlymoist balling up on bit

SS SAND; brown, fine grainedveil sorted water bearing

SAND; brown as a bore, finegrained fairly well sorted

SAND; fine grained, wellsorted, unconsolidated, nogravel present weight ofhammer pushed 1'

OVA 01. ppts

Cuttings250 ppmborehole200 ppm

OVA-10 ppmborehole30 ppm

TJ>n

oo

to

G = Grab Sample SS = Split Spoon Sample OVA = Organic Vapor Analyzer

RADIAN00 RFCRATION

DRAFTLOG OP DRILLING OPERATIONS: SHEET 1/2 03003441

Boring or Well No. D-13Location Blmira. New YorkLog Recorded by T.K. WaltersType Drill Rig and Operator Hollow-stemauger —• Empire — Jobn/Glenn________

Project Facet 229-051Beginning 23 June 1986________ and end

24 June 1986_____ of drilling operationSampling Interval (Est.) 2.5 ft



5-

10-

15-

20-

•«••• * •.• •.

••; •••• ••> ! «• !

14. 1725, 27

13. 1814. 13

D-13-(0-5')

D-13-5(5'-7')

D-13-7

D-13-10

D-13-12(12'-15')

25, 16 D-13-1517. 15 (15'-17')

D-13-17

GRAVEL; with sand, brown,loose unconsolidated

SS GRAVEL; coarse, unconsoli-dated dry. sandy, gravel1/4" - 1/2" diameter

G GRAVEL; brown poorly sort-ed with sand, unconsoli-dated large boulder at 8'

SS GRAVEL; with sand, brownloose

GRAVEL: sandy, 1/2" - 1/2"diameter

SS GRAVEL; loose, unconsoli-dated w/larger bouldermaterials some sand, dirt

G GRAVEL; sandy unconsoli-dated loose, with cobbles,subrounded

background0.0 ppm

OVA-0.0 pp»

borehole -0.0 ppm

(continued)oo

toLO'J1

DRAFT

£300345

RADIANCORPORATION

LOG OP DRILLING OPERATIONS: SHEET 2/2

Boring or Well No. D-13Location Eini'ra, New YorkLog Recorded by T.K. Walt era________Type Drill Rig and Operator Hollow-stem

auger — Empire — John/Glean_______

Project Facet 229-051Beginning 23 June 1986________ and end

24 June 1986_____ of drilling operationSampling Interval (Eat.) 2.5 ft



20--•

—

"•

~

-—

25-—-—~^^_^^-

30---—

.•.-..'.. ; .•«• •«• I •• «• •••.. ; .«,« •,•.:.".:•• . •..« •,*.:.••.:

*;:/;!:•• • •••:'••':• •••.. ; ....... j .. ;.*. .'. •• ; «... «,• I •• !:•«:•:••:•«:• ••••• . •... »,••:-v.!. •• • •... «,• ; «• ;.• ••••• I •.....• t ••,. •_••• . •*m* *,« ; ••.* ••••• ; •... .,• • ••,• •.••• • •... •,• I ••.• *.*•• I •... .,. _ • .

D-13-20 G GRAVEL; with cobbles, large.(20 '-25') dry. slow drilling

D-13-25 G GRAVEL; with larger cobbles,(25 '-30') at 27' back to gravel at 27' ,

probable water at 26'

(spoon D-13-30 SS GRAVEL; and fragments of OVA-0.0 ppmrefused) (30'-32 f) larger cobbles, and shale.

could not penetrate withsplit spoon

Total Depth Drilled/Sampled - 32.0*Well Completion Depth - 32.01

G = Grab SampleSS - Split Spoon SampleOVA = Organic Vapor Analyzer

ooN)

DRAFT_____________fl30034S

Well Completion Log: Sheet 1/2

Boring or Well N<*» U~2 Project Facet 21&-O82Location____Elaira. NT____________ Log Recorded ay u. M. Little

completed _2L

ti« 51.5• - •—• —— ^ - "f • ••I B^MM^MMi

i diameter ____$Drilling mmiHne* Hollow stem augerProblems encountered during nriinng none

Water source for drilling and

Number and type of samples collected_£

Sample interval (**-**?* ^a* T-ng nf tvi-m-ing nno-rar-fonaStorage mathoH<«) Glass, teflon-lined lid, freeze

Threaded ijlncs Diameter

, Diameter

Type<3) of glue used to join casing.

Type of gravel pack u«act quartz sandAmount of gravel pack used —Grain size distribution of gravel r*f>* *« A M"eh

Uthology Of gravel pack quartz sand. some feldsparSource (Company and quarry/pit^ Pennsylvania (Tlaag Sand O-ROK

Interval of gravel pack (ft.ft)* 5Q.Q - ia.Q_________________Interval of bentoniteseal (ft-ft)* ^s.o - 16.0Interval of grouting (ft-ft)' 36.0 - 0.0

Description Of Security m*a«nr«« ^—^ch diameter ateel guard pine set in concrete.1nriHno ran 1 id. Facet—suoolied oadlock _ ____

o

ooN>

Padlock ID No.__=_________________ Location of key(s)_£aiiat

DRAFT

1

BeLO

ZADIAMWWMAVMM

irlng or Wall fcation .

N

^ U-2Flm-tra. V

030034-7Well Completion Log: Sheet 2/2

Prni«et Facet 214-082?

Construction Schematic(ft)'

10-

20-

10-

40-

50-

60-

«•

«•

-

mm

•

-Casinimm

mm

mm

mm

mm

mm

••

mm

••

LScreei

r — .

> — !••• • ^

••l i B^

j]i

Grout <1l

!J

V

ii•~i

^ iBentonltff

a!

Sand 1Pack a

!<

j<i• it

_ i™ ji

(« 1

4

1» •

(J

<A

mm J

I j!

|

;1)

— *c

|>!it'1i

,

>1

i

1

sg9,i1f3\I<1ic

3

•

Static level of water beafter. -4.1 .

OeveiopmOeveiopmQuantity cType, size

Log Record*Correspond!ngTflp-« ,— . _

tfora -41 (ft\» anri

rflt)* developm83

•Of

>f water discharged during developm«/capacity of pump or bailer used for d. submersible Marid»-r numo ^26

evelopn

Depth of open hole insBefore developmerAfter development

it 4P.7 IH\*

49.2 fftv

Development Record

Date

24 May

26 May

Clanty andColor of

Olscflarga

Gray,muddy

Cloudy toclear

Odorof

Utnoioqy anaGrain Sin of

R«mov«d

Silt

Silt

2Ph

1.2Conduc-

tivity Remarks

Bailed 3;gals.Pumped 5fgals.

TJ

O

OO

roU)00

1 imCP* 130.1 "«l"QdHO>CJ'»""rli Antntnoi tgutttimnii u»»»jniii»iiil 10 e* <»**n e»tor* tntt. va en JO nrntui* uncrvw* oun«4 ainioinmiii

[ttantm m 'Ml ana l«ntn« 01 >««<l

DRAFT ______ _ ____________

Well Completion Log: Sheet 1/2 0300349

Boring or Well No.___U__, _______________ Project **'**Location______F1m-traL MY___________________ _0g Recorded By P. M

Corresponding Tape * —

Construction started «J_L_3ax__2i_3___________ completed —_12_ila2-12fli.Development started_J_L*____I2S3___________ completed__25_Mavj.983_

Total depth drilled (ft)*_11Hole diameter 8-Drilling m-tund Hollow stem augerProblems encountered during drilling

Water source for drilling and completion procedures

Number and type of samples -*ii~-*~* See Log of Drilling Operations

Sample interval (ft-ft)Storage method(3)_jU_u

• See Loe of Drilline Operationsraf 1 n-n-1 InaA T-M f-rt

Casing typ« Sch ^Q PVC._ Threaded -Joints Diameter 2-inchDepth of casing (tt)'_A*2___________________________

Screen typg PVC mill slotted__________ Diameter 2-inchSlot «i™ Q.Q2Q inch____________Screen interval («•»}•

Type(s) of glue used to join casing_

Type Of gravel pack imari quartz 9and _________Amount of gravel pack used —______________Grain size distribution of gravel paow MO. 4 Meah______Uithology of gravel pack Quartz sand, some feldspar

Source (company and gnarry/pit) Pennsylvania Glass Sand Q-ROK

Interval of gravel pack («*-**)* ^-5.0 - 4.0________________Interval of bentoniteseal (tt-tt)« &.o - 2-QInterval of grouting (ft-ft)' _____2.0 - o.Q

Description of security measures 3-inch diameter steel guard pipe set in concrete, O -

ooto

Padlock ID No——ZI__________________ Location of key(s)_I_£e__

RADIANDRAFT

Well Completion Log: Sheet 2/2

Beto

ring ftf Wall Mft P— 1 Pmi*et Ta<-«r ?1A.-flfl?

ratlnn Elmlra. NY


5 -

ID-

15-

«

Mi

M

M

^

- Grout

"" |- —— I

— !

»«

» ?Sand S

Jcreen —— Pack *

—— i— ^

I i™ »"* s:S

S

: 1«jt

1?

: ijA *^ 5

: 11: 1]

Si11iti :

Static level of water biafter. 9-°

DevelopmDevelopmQuantity eType, size.

Log RecordsCorrespond

i* By W. M. Little

ng Tap« » —

rtnr» 9,Q fft>- am-l«

-nt,t=,rt«^t 19 Mav 1<0* developm383

ent ended 25 May 1933 ———————————————————if water discharged during developmc/capacity of pump or bailer used for dsal DUD? (19 Mav) and submersib

^nt 32. aals.

evelopnle bla

lent surfaceIder piitn^

—1.5 2. p.m.Depth of open hole ins

Before developmerAfter development

it 14. P rW14. 9 (fM*

Development Record

Datfi

19 May

20 May

25 May

CUntyanaColor of

Olscnargc

Tan, muddy

Can, muddy

Can, muddyto cloudy

Odorof

Olacnarg*

-

Utnoiogy anaGram Sizt of

R«nov«dS«flim«nt

silt

silt

silt

2

-

1.2Conauc-

tlvity

-

RemarKs

pumped 10gals,pumped 4times, -3gals . each .slowlyclearingpumped 10gals., dis-chargecleared up .still cloud

O

0oNJ

hO

O

l iJlitri i ID l minimi mi rrnriiu ii linn in in film iiim2. •imnf»in«niiinniin«nn»Tm iflir i-Ttnnin —— -t- ———— ~r — IT • l i r i - i - -• ibor««« in f«M and tcmfn e< t«wi

_________________________DRAFT

RADIAN Well Completion Log: Sheet 1/20300350

Boring or Well No._!h2_______________- Project ?*<-**• ?iA-Qft?__________Location___Fimtra. KT____________. Log Recorded Hy w. M.

Corresponding Tape #_=z_

Construction started _l&_ilas-12a2——————————— completed—17 KaT 1«Hnn«v«lftpm«nt started 17 May IQfl^________________ enrnplatad 26 May

Total depth drilled (ft)'_JiL-i.Hole diameter 8-tnehDrilling m*thnrl Bollrm af-or

Problems encountered during drilling none

Water source for drilling and completion procedures.

Number and type of samples collected—Ses Lag nf PT^ 1 T n<y fiftgyaf ^

See T-Q "f ftr-Sample interval '"•")*Storage «^^<«) r.laaa. fgflnn-Mngd MA

Casing typa ^rh &n PVC. "rv,Tgarfg>d jo-tnfa DiameterDepth of casing (tt)' t Q - S

Screen typa PVP •niii ginfroH DiameterSlot «i™ n.o?n inch____________Screen interval (ft-ft)' 29.5 - 19.5

Type<s) of glue used to join casing__uaafi—————————————————————————

Type of gravel pack used quartAmount of gravel pack used —Grain size distribution of gravel pa"to Mn- L M<">h————UthOiOgy Of gravel paCX qtiarrg aanet. some faldsnar

Source (company and gttarryjpi*} Pennsylvania Glaaa Sand 0-ROK

51.0-19.0Interval of gravel pack (ft-ft)*.Interval of bentoniteseal (ft-tt)' iQ-Q - ia.oInterval of grouting (ft-ft)' ia.n - Q.Q

Description Of Security maaaurB* T— nrVl H^atn»r(»•r arg»1 yiiarrl p^p» «*+ "*•"

Padlock ID N" _________________ Location of key(S)—Facec

OOto

DRAFT

RADIA

BeLo

ring or Well fration Elmi

NWell Completion Log: Sheet 2/2 *

0300351sin D-2 Proi«ct Facet 214-082

ra, NT


g

10-

15-

20-

25-

30-

MI

«•>

-

"Casing•*

-

L

iScreen

•

•v

——

——

MR i M

1

1

1a

Grout ts•w1

!£:•3

1 nj

w

1 w

'SB

s

!«r P

. r»

O a.C

untllu

clH

M a

cntm

allc

tho

uM lo

ckM

l* bo

llom

ol D

olin

g. tciM

* la

calk

M.

coup

ling

loca

tion,

gia

nwla

i ba

cklM

. flic

cuin

g d

ktlg

n A

lto n

olt

com

poilu

on o

l (jio

ul. •••!•

MU

t b*c

kliH

uud

.

Static levei of water beafter. -21.0

DevetopmOeveiopmQuantity cType, size(17 Hav)

Log RecordsCorrespond!

^ By tfr T4- T_- f f - r i»ng Tap* A —

for* r21-0 m>-an.-:w

•ntvtart^ 17 Mav 1<3

)• developm8T

«nt

-nt.nn^ 26 Ma? 1983

>f water discharged during developme/capacity of pump or bailer used for dt surface centrifuzal O«T (19—

rnt __LQ^ wal«.

eveiopn19 May'

ient drill rls. submersible

hi fldflp7" *1"mri f?0~76 **av^

Depth of open hole insBefore developmenAfter development

t 70 /S W

?q s rf+v

Development Record

Date

17 May

18 May

19 May

20 May

26 May

Canty anaColor of

Oiscnmrqt

Tan, auddy

Tan, muddy

Tan, muddy

Tan, muddyto cloudy

Cloudy

Odorof

Otscnarge

-

utnoiogy anaGramSUtof

RvmovwSedlmant

Silt,littlefine sandSilt,littlefine sandSilt,littlefine sandSilt

Silt

2Ph

-

1.2Conduc-

tivity Remarxs1

Pumped 10gals.

Pumped 15gals.

Pumped 8gals.

Pumped 63gals . ,slowlyclearingPumped lrgals.

-r\>0

ooto

V-1

to«»N3

' UM tP » 1 20. t minmn l<x Cnxnirii An*n«* or 6aui«««ntZ. M«««iinin»«ii i ie Of IMMK o»«0f». alter and an 30 mtmiM inranw* dunnq o>i«i»om»n<

iCjervma in «•« ana i«ntm or '««i

-————————————————————HRAFTRADIAN Well Completion Log: Sheet 1/2 noA .-»*>*<•»Q30J352Boring or Well No.__It2________________ Project Facet 21&-Q82Location____Fim-t^ fly____________ L0g Recorded Hy w. M.-Little

Corresponding Tape * —

Construction started __12_Maz_12S2—————————— completed—17 May 1983Pavalopmant started 18 May iqtn ___________ completed 7fe May

Total depth drilled (f*y 21.5Hole diameter a--tnrhDrilling mathod Hollow stem augerProblems encountered during rinning auger stem clogged with debris, washed out to set

Water source for drilling and completion procedures Municipal _

Number and type of samples •^"-^•H See Log of Drilling Operations

Sample interval (**•*)' c;ao TT nf nT"t111"g nraT

Storage ™-thnrH«} Cla^.^, rg^lnn-lingd lid,

Casing typo Sch ^Q PVC. Threaded Joints Diameter 2-inchDepth of casing (tt)*__LJ___________________________

Screen typo pvr ^11 ciof-ro^______________ Diameter —2Slot size^____________Screen interval (ft-ft)' T Q - ^ -

Type<s) of glue used to join ca3ing__aan£—————————————————————

Type of gravel pack used_01Amount of gravel pack used —Grain size distribution of gravel pa<*>r _Mn A Moah____UthOlogy Of gravel pack quartz aapd. some feldaoar

Source (company and g..arry/pif) Pennsylvania Glass Sand 0-ROK

Interval of gravel pack/ft.m* ?Q.Q - a.n_________________Interval of bentonite seal (ft-ft)' 8.0 - 7.0Interval of grouting (tt-ft)' 7.n - o.o

Description of security measures 3-inch diameter steel guard pioe set in concrete. —— o1 f\f* if T n o r*arv 1 "f A T? at* f* — iit5n 1 i_ed oadloc^c ____ ____________ ______

NJ

Padlock ID "* —_________________ Location of key(s)

RADIAN

DRAFT

Well Completion Log: Sheet 2/2 C300353BeLo

C(ft)'

5 -

10-

15-

20-

w

«•

«•

M

ring or Well fcation

M« D-3 Pmi -t Faeep 21 i-OS?

F1mlrj\. NY

Construe—

Casing

^

M

••

•M

^M

•v

^M

Ml

MB

••

Screen^M

iM

^

^m

^M

•M

^

••

^

^

••

^

^»

«

••

•V

iM

:tionB8 B

i —————

Schematic.j

Grout:'

1

_Bentonit|

!jIii]i

Sand JPack i

C<

^j

i'

T

i

(

I

1I

T

i

jji

1•3|

11<

",«

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c C4t

inad

«ilg

n A

lioiu

iUca

flipatll

KM

Olg

ioul. tu

li w

td b

Mkl

W u

i«d

| |

Static level of water b«after. -8

OevelopmDevelopmQuantity cType, size(18 May)

Log RecordsCorrespond

id Hy W. M. tittle

ng Tap* tt

itorm -« m\' an,-.ff

.nt«t*rt.ri 18 May 198t)' developm13

ant

unt enrlml ?6 May 1S81. ,. ._ . ._ ......>f water discharged during developmc/capacity of pump or bailer used for dsurface oeriataltic punro (25-2

int 25 sals .

evelopn6 May)

lent- timi rl? —


Dace

18 May

25 May

26 May

Clarity andColor of

Olscnmrge

Can , muddy

Iloudy to:learIlear

irt«w»ll.t 1<?.T W

IP. 5 fftv

Oeveiopr"*-* »—• •— •Odor

ofOlacnargt

-

Utnoiogy andGrain Sizt of

R«mov«dS«aim«nt

Silt

Silt

2Ph

-

i^Conduc-

tivity

-

Hemarxs

Flushedcasing wj . r -city waterpumped 10gals.Pumped 8gals.Pumped 7gals.

•fl>n

ooM

)— 'M£».*>.

i UM €P» 1 30. 1 -Mwnoa» lot Cfl«rrwcn AKWVM or Caun«MmL 'UMiimrnnn 10 M laiwn Mto<*. ilt»r *nd o« X nwiui* i«t»n*n aunng a»i»ioo»"«rn

iCie'*** in <••( ana t*mn« of '(Wi

RADIANS&faftSSf**^ Well Completion Log: Sheet 1/2 0300351

Boring or Well No._Jldi_______________ Project «_IatatLocation___?('liP'Lra- **_____________ Log Recorded ay w. M.

Corresponding Tape #—=_

Construction started _2JLiia£-12SJ——————————— completed—2fl«ttartad 20 May 1983______________ MmplAt«d 25 May 1983

T-& •Total depth drilled (ft)*.Hole diameter ____8-inch_____Drilling mathnri Hollow seem augerProblems encountered during drilling.

Water source for drilling and completion procedures _jn

Number and type of samples collected. »» T oo of T^^

Sample interval (ft-tt)*-.Storage mBthrirt'** Glass, teflon—linsA Tid

Casing typa Sch 40 ?VC. Threaded iolnE3 Diameter 2-inchDepth of casing (ft)' 7-5—————————————————————————

Screen »ypg PVC mill slotted_________ Diameter I-Slot size^JU12fl—inch____________Screen interval(ft-ft)' i? .s - 7

Type<s) of glue used to join casing_as&fi

ouarrz sandType of gravel packAmount of gravel pack used —Grain size distribution of gravel pack_Ji£uJLJfeab————UthOlogy Of gravei pack . aus-rff. sand, gema f pi A snar

Source (company and guairy/pit) Pennsylvania Glass Sand Q-ROK

• 12 S - 7 0Interval of gravel pack (ft-ft)Interval of bentonite seal (tt-ft)* 7-Q -Interval of grouting (ft-ft)' ^-" - Q-Q

Description of security measures 3-inch diameter steel guard pipe set in concrete,— >

Padlock 10 No._i^___________________ Location of key(s)—Facet

ooto

(J1

RADIAN

DRAFT

Well Completion Log: Sheet 2/2 ft 3 0 0 3 5

LOration Elmira. NY


5 .

10.

15-

•

Mi

M

••

^

Casing

Grout |

Bentonitef

i~ —— «

Screen- —— _ , i

_ ~~ ""~~ "~ alall 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

1 1

I 1

1 1

1 1

1 1

1 1

1H p

Con

tliuc

iion t

chtn

ulic

tho

uld In

clud*

bot

tom

al

batin

g. IC

IMK

loca

tion,

cou

plin

g ta

citu

rn, gunulti

btc

klill. lU

tciip

lion

ol ••

*!c«

king

doi

lgn

Alia

nou

cam

patlllo

n o

l gio

ul. M

ill n

ut B

4Ckll

N u

i«l

Static level of water beafter. -8

DevelopmDevelopmQuantity cType, sizecentrifu

Log Record*Correspond

wl Py U. M. T.ltrl*

ngTap«» —

ifora -^ (W anrf«

•nt ^+art*H 2Q Mav 1?

t)' developm>83

•nt

.nt.nrl-H 25 Mav 158JL

)f water discharged during developm«/capacity of pump or bailer used for dsal pump (20 May) . submersible

evelopnbladde:

,«nt _siirface.: pump C25 Mav')


idnwellit 12.5 ffr,

12.5 (ff

Development Record

Date

20 May

25 May

Canty andColor of

Oiacnarg*

Tan, mudd)

Tan, mudd\to cloudy

Odorof

Olacnargt

Utnoiogy andGrain SU« of

Sediment

Silt

Silt

2Pn

1.2Conduc-

tivity Rcmarxs

Pumped 10gals.Pumped 15gals., sic-.clearing

o

o0to

1— ••oCTi

' UMCPA 120.1-Mwneaa lor CKwtMeai Anwwcor Gau»*Mmi •i«»inii>in»iin 10 M iww< BMon. all»r *na en M mmui* »ti*n*is aunnq aimaenn"'

_____________________DRAFT

RADIAN Well Completion Log: Sheet 1/2

Boring or Well No.-JSl*________________ Project Facet 214-082Location_!i2i£lLJ2________________ Log Recorded HY »•«• Little

Construction started 20 Jul7 1983__________ ^p.-^ 21 July 1983Development started ___2:^July_1983__________ mmPi.t^ 21 July 1983

Total depth drilled'")' 30-°Hole diameter 8-inghDrill ing m.thori Hollow-stem augerProblems encountered during drilling Auger stem clogged with debris, washed out to set

casing and gravel pack________________________________________________________Water source for drilling and completion procedures

Number and type of samples See log of Drilling Operations

intan,al /ft.ft)» See log of Drilling OperationsStorage m«th«rtf«) Glass, ambient

Schedule 40 PVC, threadedCasing typo joints _________________ Diameter 2-inch

Depth of casing (tt)-__l__Screen typ* ^VC aiH slotted___________ Diameter 2"inch

Slot Size_2i220_inch____________ Screen interval {"•"?' 29.Q-24.QType(s) of glue used to join casing__2£E_!————————————————————————

quartz sandType of gravel packAmount of gravel pack used —__________Grain size distribution of gravel pa"v No. 4 meshLJthOlOgy Of gravel pack qnarr-. gand. «OTP«»

Source (company and quarry/pit). ParmsviTran-ta Hlaaa Sand Q-ROK

Interval of gravel packfft.w 20.0-23.0Interval of bentonite seal (**•»)* 23.0-21.0Interval of grouting (ft-ft)* 21.0-L.O

>Description of security measures Locking cap lid on casing below grade. 6-inch valve £rnvpr ggr in concrete. Facet SUDDlied oadlock __________ _______

Padlock ID No._______=____________ Location of v»y^) Facet

ooNJ

DRAFT

I•<

BeLo

XADIA(•••••TKM

ring or Well 1eatlnn Elffld

1(1Well Completion Log: Sheet 2/2

0300357u« D-5 Dmi-r.t Facet 214-082

Lea. NY

Construction Schematic(ft)-

S .

10-

li-

20-

25-

3.

••

^m

§•

IB

^

•ii

^

•»

•»

^

^

Casing^B

^

••

^

••

•

••

.Screen

-

:

••

•»

i^=

i^^^nf^m

• • ^^

^^^^^m• ••MBla^ i M

^ i PMM•••• ^^ • •W•• • ^

• • • H

1 m

w

1 w

1SB

I

s '

*•*

S 8

P. S

nC

antli

uciio

n tcl

unulic

ihou

ld In

ctud

t bo

llam

ol

Uxl

ftg.

UIM

A lo

catio

n, c

oupl

log

loca

tion.

giff

tuU

i btc

kllil.

diic

npllo

n o

l ••

•'•

end

gio

ul.

c*v*

In.

IwIg

M o

l il»

w.

end p

olo

cllv

*ci

ting

d<t

lgn

Alto

AO

II co

mpo

tlluM

ol g

ioul

. »»lt

*nd b

ickl

M u

Md

•••• ^ • •• I IB^B^M

Static level of water beafter. 21

DevelopmDevelopmQuantity cType, size

centjj

Log Record e»rtBy W.M. Little

fnr« 21 ,fN- aPir;

/«

•nt«tart.n 21 Julyt)' developm1983

•nt

M*. .H 21 July 1983

)f water discharged during developme/capacity of pump or bailer used for dfuaal oumo ^2 1/2 ram

mt 175 gals.

eveloprrient-£arfai?e-.. .


irl» w/Mllt 29 ,m*

29 r»«-

Development Record

TIm«

1000

1040

1220

1250

Clarity andColor of

Olscnargt

Muddy

Pximp off

MuddyPump off

Odorof

Dlacnargs

None

None

None

None

Uinoiogy anaGrain Sizt of

RamovcdS*fliment

Silt

None

Silt

None

1 . \jt* €P» 1 20. 1 -minooi tor CnwiMeu Anwrvt or £aiH»w*n<i M«MMr«m»iMl 10 M lu*n OWW*. »!<•». »oa on JO imnul* int*n*» Ourmq

iEio>*«l >« '*•• and icmn* 01 >*•<)

2Ph

**^m

1.2Conduc-

tivity

—

RemarKS

Clearing^clear aft?-'25 gals.

Slightlycloudy

Clearing up

Clear

T)%

0oto

V-1N)£»CO

_____________________DRAFT

RADIAN Well Completion Log: Sheet 1/2 0300358

Boring or Well No._Jil£_______________ Project Facet 214-082Elmira. NY_______________ Log Hecor(jed By W.M. Liccle

Construction started—il Iii2_li83__________ -, PU+«H 19 July 1983Development started _12_jZHiLJLi§3__________ rnmpigt»d 20 July 1983

Total depth drilled (ft)'___2ULHole diameter ____8-inchDrilling mathnrt Hollov-sten augerProblems encountered during drilling Auger clogged, drive 4-inch steel casing, reamonc^ sec

2-inch and pull steel out____________________________________________,Water source for drilling and completion procedures

Number and type of samples ™u~-t«rt See log of Drilling Operations

Sample interval (ft.w See log of Drilling OperationsStorage method(s)—Glass, ambient

Schedule 40 PVC, threadedCasing typa joints_________________ Diameter 2-inch

Deoth of casing (ft) *_24JD_Screen typa ?vc mill slotted___________Diameter 2-inch

Slot *i-yg n.20 <nrh____________Screen interval '"•"?' 34.0-24.oType(s) of glue used to join rasing none________________________

Type of gravel pack mart quartz sandAmount of gravel pack used —Grain size distribution of gravel par»w No. 4 meshLJthology of gravel pack Quartz sand, some feldspar

Source (company and

Interval of gravel pack /ft.m* 35.0-23.0Interval of bentonite seal (ft-ft)' 23.0-21.0Interval of grouting (ft-ft)' ____ 5.0-2.0

Description of security measures Peking cap lid on casing below grade, 6-inch valve Qcover set in concrete, Facet-supplied padlock __________________________ ^>^ . ^^ ^^ ^ ^ * «— • »« — •• •• M . ^— ^^^^^^——— — fSJ

Padlock ID No.____H______________ Location of key(s)

DRAFT

I•4

BoLo

ZADIAtmmmm*T*9m

ring or Well Iratinn Elm

|||

Well Completion Log: Sheet 2/2 03 0. 0359

Mrt D-6 Drniaet Facet 214-082ira, NY


5 -

icr

15-

20.

25.

30-

35.

i»

M

M

M

IB

•»

B

••

M»

•M

Rasing•§•

•»

•••

••

^

M

••

••

••

••

i »

»•»

^M

IB

Screen•»

•»

••

: -

M

•Znz——. ^• ^ •H

l ^B iBi

• M i

M i ^ H

= I »

u w

> I

w I

o

1!

si 'e

l s

' s?

'^^

s P.

sp

P

rtH

- 00

rt

UC

untli

uclu

Mi (c

lwm

ilic

tho

uM In

clude

bol

lom

ol

boun

d. t

cr«*

n lo

uila

n,

coup

ling lo

ctilo

n. gA

iulu

b<ck

llll. lU

tcnpllo

n o

l »•

»!•

*nd g

ioul

. »»

• In

. iM

lgnl

ol ilM

i. *

«d p

iol*c

U»«

c « ti

ng d

utig

n A

lio n

ot*

cam

paiilu

>n o

l gio

ul. ••

*!>

*nd

b*c

kliM

ui«

d

Static level of water beafter _ 23

OevelopmOevelopmQuantity cType, size

centrld

Log Recorde,HPy W-M- Little

for* 23 /mvanrl

mmt .^ 20 J^y

t)* develop m1983

•nt

«»«H^ 20 July 1983

)f water discharged during developme/capacity of pump or bailer used for d!uzal punrp , ^2—4 ZDBI

,nt 200 2als

eveloprrmnt Surface


irl»u,.ll

t 34 rft<-34 __ _ ff«-

Development Record

Tlm«

1220

1250

1740

1835

Qanty andColor of

Olscnargt

Cloudy

Pump off

Cloudy

Pump off

Odorof

Diacnarg*

None

If

11

tl

Utnoioqy anaGrain Sizt of

R»mov«dS«aim«nt

Silt

None

Silt

None

2PH

—

i^Conduc-

tivity

—

flemarxs

Slowlyclearing,clear after60 gals.

Clear

Clear after80 gals.

Clear

^>n

o0N)

MN)LPO

i. u»« 6P* 1 30. 1 -iiKinoot let Oxmioi tutimn of taui»» "'2. X««»iinirmill 10 Of iwwi oxor*. alter. »no on JO IOMHII* im*n«it ourinq a«*«eonw<f

iCiO'«*f in '••• ana i*«in« o»**«i

_____________________DRAFT

RADIAN Well Completion Log: Sheet 1/2 fl 3 0 '"> 3 $ 0

Boring or Well No.__ElZ________________ Project Facet 214-082ElaJra.. NY________________ Log Recor(jed Ry W . M . Little

Construction started 20 J^ 1983___________ ^r.—H 20 July 1983Development started«21_Jul2_J.983___________ gQmpi»tad 21 July 1983

Total depth drilled (*"' 30-5Hole diameter ____8~lnch_____Drilling m.thnrl Hollov-aeea augerProblems encountered during drilling None

Water source for drilling and completion procedures

Number and type of samples ™n~-t-* See log of Drilling Operations

Sample interval '»•*"* See log of Prilling OperationsStorage mothnrl/g) Glass, ambient

Schedule 40 PVC, threadedCasing fypa joints_________________ Diameter 2~inch

Deptn of casing (ft)*______£5———————————————————————Screen typo pvr mi l l slagred___________Diameter _2

Slot SiZe-_Oi020_inch___________ Screen interval '»•»}• 30.0-25.0Type(s) of glue used to join casing__Haafi—————————————————————————

Type of gravel pack n*afi Quartz sandAmount of gravel pack used —Grain size distribution of gravel r*1** No- * meah———LJtnology of gravel pack Quartz sand, some feldspar

Source (company and q..a~y/rit? Pennsylvania Glass Sand Q-RQK

Interval of gravel pack tft.m* 30.0-24.0Interval of bentonite seal "*•*»)* 24.0-23.0Interval of grouting (ft-tt)' 5-0"1-0

Description of security maasiirBg Locking cap lid on casing below grade, 6-inch valve coresset in concrete. Facet-supplied padlock _________________ ________

FacetPadlock ID No————12_______________ Location of key(s)__—__:

>n

ooro

DRAFT

RADIA

Soring or Well!Location Elm

fiWell Completion Log: Sheet 2/2 C3 T3 36 1

•Jn D-7 Drafaet Facet 214-082Ira, NY

Construction SchematicW

1 -

10 .

15 -j

20 '

25-

30-

•

^

j

tm

^

i

Casing^

^

•

M*

^

•»

mm

H»

^

••

••

"Screen_^

i ^^^^

mm

mm

mm

mm

m+

IM

••

1

mm

mm

^^^^^^v^^^^^••••IHH

••N^ ^Bi

IM^ HM

m^^m^mmmm^mmmmmmmmmm

mm^^mmm^^mmmm*mm^m•m^^ I M^

Grout

1a,!13

S•M

Cutting^15:•3Ia3

3

|

ft

TJentoniti—— 3

Sand 3Pack 1

|lil—— -5i!

|ilis 3• §

!!5 5

ll

H

Static level of water beafter , 2.4

DevelopmDevelopmQuantity cType, size

aubmers

Log Record*,rfBy W.M. Little

ifnre 24 rm- anri/*

•nt**art.H 21 Julyt)* developm1983

.nt

-nta«H^ 21 July 1983

)f water discharged during developm*/capacity of pump or bailer used for dlible bladder punro ^1 gpm

,nt ,, 6.75 gals

eveioprrnmit , Portable


iri* uuAll.t 30 ,ft,.

30 „„.

Development Record

Time

0840

0930

1010

1105

1140

1215

1320

1350

Clarity andColor of

Olacnarga

Muddy toclear

Same

Same

Same

Same

Same

Same

Same

Odorof

Dlscnarge

None

ii

it

i»

M

n

n

n

Utnoiogy anaGrain Sizt of

RemovedSedimsmSilt

M

tv

It

M

It

rt

ti

2Ph

—

i^Conduc-

tivity

—

Rtmarxs

Wash with :gals, clearwacer; whirpump run-ning; 1 gainet produc-tionSame

1 gal. pro-duction

1/2 gal. "

3/4 gal. "

1/2 gal. '

1 gal.

1/2 gal. ;

"C>n

ooNJ

I—"M

NOI U«*6M < 20. 1-Mwnam tor Cnvnicai ««••**•• or Coui»«Mm.2. M»MU« •m»nn 10 oa imn u«lui«. «ti»< inn nn Tflmmma innmiii iTunni) Gri«»oom«ni

iCian«( m '••< ana icmfti el '««ii

____________________DRAFTRADIAN Well Completion Log: Sheet 1/2 0300362

Boring or Well No._J3=3_______________ Project Facec 214-082,nrat)on ELnira, NY_______________ Log Recorded ay W.M. Little

21 July 1 9 8 3 f f n m i o t a r t 21 Julv 1983Development started ___22_July_1983__________ enmpi«t«ri 22 July 1983

Total depth drilled W 30.0Hole diameter 8-inchDrilling method Hollow-stem augerProblems encountered during drilling Auger stem clogged with debris, washed out to set

casing a n d gravel p a c k _ _ _Water source for drilling and completion procedures Municipal__________________

Number and type of samples ™n.-f* See log of Drilling Operations

Sample interval (*•*?' See l°g of Prilling OperationsStorage m«thr.rt/«) Glass, ambient

Schedule 40 PVC, threadedCasing typa joints__________________ Diameter 2-inch

Deptn of casing '*"' 24.2Screen typa PVC mill slotted__________ Diameter 2-inch

Slot «»™ n . n ^ n -inrh_________ Screen interval ("•"?' 20-2-24.2Type(s) of glue used to join racing None————————————————————————

Type of gravel pack used___Quartz sandAmount of gravel pack used —Grain size distribution of gravel p3*** NO. 4 meshLJthology of gravel pack Q"JT^

Source (company and gt.arry/pi^ Pennsylvania Glass Sand 0-ROK

Interval of gravel pack («.*)• 30.0-23.0Interval of bentonite seal '"•*"' 23.0-21.0Interval of grouting (ft-ft)'____21.0-2.0

Description of security m«a<nr»« Locking cap lid on casing below grade, 6-inch valve cores___set in concrete______________________________________________ I——— ——————————————————————————————————————————————————————— ^ — i——————————————————————————————————————————————————————— n — ;

oONJ

Padlock ID No._____H______________ Location of ^°y(*> Facec——————————— In

DRAFT

RADIANWell Completion Log: Sheet 2/2 0300363

Boring or Well 1Location E

M« D-8Lmlra, NY

Protect Facet 214-082


5 -

10.

T e

20_

25"

30-

M

^

-

i**

Rasing

••

•••

Screen

^» ^^^^

^

••

mm

l ^^^H

^^^ •

• • ^H

^^ i ^H

•MMMH• ^^^

•• • ^^^^^ •M

• i HHHI

^ MMM

,

'

Grout<

"

•:

1

'

i

]

«

44

Tlej

<

s

»

Bentonid«BM » <

4tt

I(2

(

Sand 1Pack j

__. ij

Tj

1i«

s

j•

c

p»inntn:>»qpu*tn»«

inoie

iouoiin

odiixn

tiouoiiY

vB|ftp

Duitfi

1

Log Record*id By W-M- Little

Static level af water J?ef ore 23 ,ft> • a nrt

aft«r_ 71DevelopmDeveiopmQuantity cType, size

subing

it O'developm1983

ent

-nt.nH-H 22 Julv 1983

)f water discharged during developmt/capacity of pump or bailer used for d>rslble bladder pumo, ^1 zpm.

,nt 7 gals.

eveiopn—— Portable


idewell,t 29.2 ,ft,c

29.2

Development Record

Time

1540, 7/2]

1305,7/22

1345

1425

1445

Clarity andColor of

Dlscnarge

Muddy toclear

Cloudy tcclear tomuddy atbottomSame

11

it

Odorof

Olscnarge

None

None

11

utnoiogy anaGrain Size of

RemovedSediment

Silt

M

it

l UMCPA Tjai-MMneatlorOMniwi An«nr»»«or (au»«Mnl2. M«««UI»I»I««II» 10 M <»••" OMara. Mt«r. ma oo JO mmuic >m*r»ra awinq

2Ph

—

1.2Conduc-

tivity

—

RamarKa

Wash withgals. c.l.k.<<'-water whi.1 -pumping, 2gals, netproduction

2 gals, prcduction

1 gal. pro-duction

1 gal. pro-duction

1 gal. pr«duction

o

0oN>

h— "

Ln

DRAFT

RADIAN TOLL COMPLETION LOG: SHEET 1/2CORPORATION

Boring or Well Bo. D-9 ______________ Project Facet 229-051Location Elmira. Bev York Log Recorded by T.g. Wale era

Construction started 18 June 1986 completed 18 June 1986Development started 25 June 1986__________ completed 25 June 1986

Total depth drilled (ft) 17______________ Hole diameter 8-inchDrilling method Bollqv—*fif« a u g e r _ _ _ _ _ _ _ _ _ _Problems encountered during drilling HoneWater source for drilling and completion procedures Seme

Number and type of samples collected See Log of Prilling OperationsSample interval (ft—ft) See Log of Drilling OperationsStorage method(s) Class, teflon—lined lid, freeze

Casing type Schedule 40 PVC threaded joints Diameter 2-inchDepth of casing (ft) 4_____ Screen type 316 Stainless ateel Slot size 0.020Screen interval (ft-ft) 15-4 Type(s) of glue used to join casing Sone_______

Type of gravel pack used Quartz a and________ Amount of gravel pack used 2.5 baysGrain size distribution of gravel pack So. 4 meah____________________________Lithology of gravel pack Quarfz sand, aone feldaoarSource (company and quarry/pit) PfnT^aylYania Glaaa Sand Q—ROK

Interval of gravel pack (ft-ft) 15-3Interval of bentonite seal (ft-ft) 3-2Interval of grouting (ft-ft) 2-1_____

Description of security measures 3—i.neh diameter atael yuard pipe aet in concrete.locking cap lid. >

0

ooNJ

RADIARCORPORATION

Boring or Well Ho.Location Slinira. Hev Torle

DRAFTWELL COMPLZTIOH LOG: SHEET 2/2

ProjectLog Recorded by T.g. W«teera

COHST2CCTIOR SCHEMATIC ( f t )

GroutBentonite

Gravel10-

15-

Static level of vater before 5.3 BLS_________ (f t ) developmentDevelopment started 6/25/86

(ft) and after

and ended 6/25/86.Water Quantity discharged during development ao*. 25 gal.Type, size/capacity of pump or bailer used for developmentTaflon bailey. 1 lDepth of open hole inside well _ __________________Before development (ft) 14.8 After development (ft) 14.8

eoT"d of Diacharsft and

Clar/Clr. Odor of Lithology/ Conduc-O Diseh*r*s DiachaT?* Grain Size oH tivitv Remark

6/25 Muddy Silt — Bailedapz.25gal.

20-

25-

30-

35-

.40-

nooro

45-

DRAFT

HADIAH WZLL COMPLET10H LOG: SHEET 1/2 030 0-3 0$CORPORATION

Boring or Well Ho. D-IQ_____________ Project Facet 229-051Location Elaira. Nev York Log Recorded by T.K. Walters

Construction started 19 June 1986__________ completed 19 June 1986Development started 25 June 1986___________ completed 25 June 1986

Total depth drilled (ft) 15______________ Hole diameter 8-inchDrilling method Hollow—agen a u y e r _ _ _ _Problems encountered during drillingWater source for drilling and completion procedures Hone

Uumber and type of samples collected Sag Log of Drilling OperationsSample interval (ft—ft) Sgg Lo^ of Drilling OperationsStorage method(s) ______________________________________

Casing type Schedule 40 PVC threaded Joints _______ Diameter 2-inehDepth of casing (ft) 4_____ Screen type 316 Stainless steel Slot size Q.Q2QScreen interval (ft-ft) 15-4 Type(s) of glue used to join casing Hone_______

Type of gravel pack used Quartz sand Amount of gravel paclc used 2.5 bag3Grain size distribution of gravel pack Ho. 4 m e a n _ _ _ _ _ _ _ _ _ _Lichology of gravel pack Quartz aand, gome feldsparSource (company and quarry/pit) Pennsylvania Glaas Sand Q—R01C

Interval of gravel pack (ft-ft) 15-3Interval of bentonite seal (ft-ft) 3-2Interval of grouting (ft-ft) 2-Q________

Description of security measures _^^jLncJ^dj_^am|^pej^|f.ee^. guard pipe aet in concrete.lock. ins can lid. __

n

ooNJ

RADIANCORPORATION

Boring or Well No. P-IQLocation Blnira. Bev Torte

DRAFTWELL COMPLETION LOG: SHEET 2/2 G3003G7

Project Paeet 229-QS1Log Recorded by T.K. Walters

CONSTRUCTION SCHEMATIC (ft)

0-

- Casing

5-

Screen10-

15-

Grout••••M

Bentonite

Gravel

Static level of vater before 6.S BLS (ft) and after(ft) development Bailed

Development started 6/25/86 and ended 6/25/86Vater Quantity discharged during development ap*. 7 gal.Type, size/capacity of pump or bailer uaed for developmentTaflon bailer. 1 lit*r cupDepth of open bole iniide well __^ __________________Before development (ft) 13 After development (ft) 15

Develo t Record of Dlaehaygg and S

Clar/Clr. Odor of Lithology/Grain Size

Conduc-tivitv

6/25 Muddy — Silt — Baileddry

20-

25-

30-

35-

n

40-

oo

00

45-

DRAFT

RADIAN WELL COMPLETION LOG: SHEET 1/2 .Q3003G8CORPORATION

Boring or Well No. D-ll______________ Project Facet 223-QS1Location Rlnira. Hev Tork_____________ Log Recorded by T.K. Walters

Construction started 20 June 1986__________ completed 20 June 1986Development started 25 June 1986 completed 25 Jane 1986

Total depth drilled ( f t ) _L2______________ Hole diameter 8-inchDrilling method Bollov—seenProblems encountered during drilling NoneWater source for drilling and completion procedures Nona

Number and type of samples collected See Log of Drilling OperationsSample internal ( f t - f t ) See Log of Prilling OperationsStorage method(s) ___^___

Casing type Schedule 40 PVC threaded joints ___________ Diameter 2-inchDepth of casing (ft) 3.25 Screen type 316 Stainless steel Slot size 0.020Screen interval (ft-ft) 14.25-3.25 Type(s) of glue used to join casing None

Type of gravel pack used Quartz sand Amount of gravel pack used 2.5 bagsGrain size distribution of gravel pack Ho. 4 m e s h _ _ _ _ _ _ _ _ _ _ _ _ _Lithology of gravel pack Quartz sand, some feldsparSource (company and quarry/pit) Pennsylvania Glaaa Sand Q—R01C

Interval of gravel pack (ft-ft) 1&.75-3.QInterval of bentonite seal (ft-ft) 3-2Interval of grouting (ft-ft) 2-Q

Description of security measures 3— inch diameter steel yuard pipe set in concrete.locking cap lid.

oo

RADIAHCOHPOHATION

Boring or Well Ho. P-ll

DRAFTWELL COMPLETION LOG: SHEET 2/2 03003G9

Location glaira. Hgv TarteProject Facet 229-051Log Recorded by T.1C.

COHSTSDCTIOH SCHEMATIC ( f t )

0-Casing

5-

Sereen

10-

15-

GroutBentonite

Gravel

Static level of water before 6 BLS6_______ (ft) development

(ft) and after

Development started 6/25/86 and ended 6/25/86 ___Water Quantity discharged during development acx. 20 yal.Type, size/capacity of pump or bailer used for developmentTaflon bailar. 1 liter enoDepth of open hole inside well _____ _______________________Before development (ft) 13.5 After development (ft) 13.5

C Seeofd of Diaeharge and Sediment

Clar/Clr. Odor of Lithology/ Conduc-* Di«ehflTff*> DiaehflTfft* Grain Size oH tivitv

6/25 Muddy/brown

6/25 Muddy toslightlyclear

Silt

Silt

— Bailed15gal.

Bailed5 gal.

20-

25-

30-

35-

40-

45-

n

ooro

ro^o

DRAFT

RADIAHCORPORATION

WELL COMPLETION LOG: SHEET 1/2

Boring or Well Ho. D-12Location Blaira. Hgy York

Project 7«eeg 229-^)51Log Recorded by T.K.

Const ruction started 20 June 1986Development started 24 June 1986

completed 2Q June 1986completed 25 June 1986

Total depth drilled (f t ) 22Drilling method HolL

Hole diameter 8-ineh

Problems encountered during drilling HoneWater source for drilling and completion procedures Hone

Number and type of samples collected Sae Lo^ of Dyi.lli.ng OperationsSample interval (ft—ft) See Log of Drilling OperationsStorage method(s) ______________________________________

Schedule ^Casinfi. tyn-eDepth of casing (ft) 7 .75 Screen type 316 Scaialeaa ateal Slot size Q.Q2QScreen interval (ft-ft) 18.75-7 .75 ____ Type(s) of glue used to join casing None

Type of gravel pack used Quartz aand Amount of gravel pack used 2.5 bagsGrain size distribution of gravel pack Ho. 4 aeahLitheLogy of gravel pack Quartz gand. some feldaoarSource (company and quarry /pit) PBnngylvani.a Glaaa Sand Q~ R.01C

Interval of gravel pack (ft-ft) _lfiInterval of bentonite seal ( f t - f t ) 6.75-5.75Interval of grouting (ft-ft) 5.75-Q_______

Description of security measures 3-ineh <4ilocking cap lid.

»r aC»«»l guard pipe aat in concrete.

oO

RADIANCORPORATION

Boring or Well No. D-12

DRAFT

WELL COMPLETION LOG: SHEET 2/2 0390379

Location Elnira. flew YorkProject Facet 229-Q51Log Recorded by T.iC. Walters


0-

5-

20-

Caslng

10-

_ Screen

15-

Grout

Bentonite

Gravel

Static level of water before flowing arte3ian(ft)and after__________ (ft) development ___________________ _Development started 6/24/86 _____ and ended 6/25/86 ____Water Quantity discharged during development amc. 18 gal,Type, size/capacity of pump or bailer used for developmentTaflon bailer. 1 liter CUP ____ _ _____________ _ _____ _

Depth of open hole inside well _ ___________________ _Before development (ft) 18.75 After development (ft) 18.75.

Development Record of Dischare and

Clar/Clr. Odor ofrp* Dischars

Lithology/ Conduc-Grain Size oH tivitv

6/24 Cloudy/ Strong Siltbrown

6/25 Cloudy/ Strong Siltbrown

— — Baileddry

(apx. 3 gal.)

— — Baileedry

(apx. 15 gal.)

25-

30-

35-

40- oooN)

45-to

DRAFT

.0300371RADIAN WELL COMPLETION LOG: SHEET 1/2CORPORATION

Boring or Well.No. J)-13_______________ Project Facet 229-051Location Elmira. Hew York_____________ Log Recorded by T.K. Walters

Construction started 23 June 1986___________ completed 24 June 1986Development started 26 June 1986___________ completed 27 June 1986

Total depth drilled (ft) 32_______________ Hole diameter 8-inchDrilling method Hollov—stem a u g e r _ _ _P-rnh If ma encountered during drilling Could not penetrate large bouldgra. moved rigover 2 ft.______________________________________________________________

Water source for drilling and completion procedures None____ __________________

Number and type of samples collected See Loy of Drilling OperationsSample interval (ft—ft) See Log of Drilling O p e r a t i o n s _ _ _ _ _ _ _ _ _Storage method(s) _________________________________________________

Casing type Schedule 40 P7C threaded Joints and blank steel Diameter 2-inchDepth of casing ( f t ) 21____ Screen type 316 Stainless steel Slot size 0.020Screen interval (f t -f t ) 32-21 Type(s) of glue used to join casing None__________

Type of gravel pack used Quartz sand_________ Amount of gravel pack used 2.5 bagsGrain size distribution of gravel pack No. _ meshLithology of gravel pack Quartz sand, some feldsparSource (company and quarry/pit) Pennsylvania Glass Sand 0—ROK

Interval of gravel pack (ft-ft) 32-20Interval of bentonite seal (ft-ft) 20-19Interval of grouting (f t-f t ) 19-0________

Description of security measures Locking valve box with f lush surface >ooo

to^LO

DRAFT

RADIANCORPORATION

Boring or Well No. D-13

WELL COMPLETION LOG: SHEET 2/2 C30037Z

Location Elmira. Nev YorkProject Facet 229-OS1Log Recorded by T.K. Walters


0-

5-

- Casing10-

15-

20-

25- Screen

30-

rrout

Bentonite

~~ Sravel

Static level of water before 25.5 BLS25.4_______ (ft) development _____

(ft) and after

6/27/86Development started 6/26/86____ and endedWater Quantity discharged during development __________Type, size/capacity of pump or bailer used for developmentTeflon bailer. 1 liter euo _______________________

Depth of open hole inside well ____________________Before development (ft) 32 After development (ft) 32

Development Record of Discharge and Sediment

Clar/Clr. Odor of Lithology/ Conduc-Date Discharge Discharge Grain Size pH tivitv PPTHfl7^

— — — — Bailedapx.17.5gal.

De-veloped withapz. 250 gal.municipalwater.

6/26 Mostlyclear

6/27 Cloudy

35-

40- rs

45-SJ

appendix c (from the remedial investigation report for the

Documents