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**'fr^Ii-i/>?.-,*rtffT^
a<v*i;'c,•£&:'£!'••' Ci -l^•-•^ISy.: *t#^irL^;' :K"/.•;j.»>wnf*;'ii I—I'/:
.'••iv.;.JX-ii^if. :-'-.-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 ^o£|«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
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
Log of Drilling Operations
.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.
Log of Drilling Operations
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')
Total Depth Drilled/Sampled - 17.0'Well Completion Depth - 15.0'
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
Blow ID No. of Type ofGraphic Counts Sample Sample
Depth Log per 6 in. Taken Taken Stratigraphy Remarks
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
Total Depth Drilled/Sampled - 17.0'Well Completion Depth - 15.0'
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')
Total Depth Drilled/Sampled - 22.0'Well Completion Depth - 22.0'
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
Blow ID No. of Type ofGraphic Counts Sample Sample
Depth Log per 6 in. Taken Taken Stratigraphy Remarks
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
Blow ID No. of Type ofGraphic Counts Sample Sample
Depth Log per 6 in. Taken Taken Stratigraphy Remarks
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
•
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mm
mm
mm
mm
mm
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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
Construction Schematic(ft)'
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
Construction Schematic(ft)'
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
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s
!«r P
. r»
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cntm
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llom
ol D
olin
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* la
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coup
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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
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i
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ioul. tu
li w
td b
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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? —
Depth of open hole insBefore developmerAfter development
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
Construction Schematic(ft)'
5 .
10.
15-
•
Mi
M
••
^
Casing
Grout |
Bentonitef
i~ —— «
Screen- —— _ , i
_ ~~ ""~~ "~ alall 1
1 1
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chtn
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clud*
bot
tom
al
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g. IC
IMK
loca
tion,
cou
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g ta
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rn, gunulti
btc
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tciip
lion
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ut B
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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')
Depth of open hole insBefore developmerAfter development
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
^
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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-.. .
Depth of open hole insBefore developmerAfter development
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
Construction Schematic(ft)'
5 -
icr
15-
20.
25.
30-
35.
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M
M
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clude
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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
Depth of open hole insBefore developmerAfter development
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^
^
•
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^
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mm
H»
^
••
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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
Depth of open hole insBefore developmerAfter development
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
Construction Schematic(ft)'
5 -
10.
T e
20_
25"
30-
M
^
-
i**
Rasing
••
•••
Screen
^» ^^^^
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p»inntn:>»qpu*tn»«
inoie
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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
Depth of open hole insBefore developmerAfter development
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
CONSTRUCTION SCHEMATIC (ft)
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
CONSTRUCTION SCHEMATIC (ft)
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