sdms us epa region v -1sdms us epa region v -1 some images within this document may be illegible due...
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![Page 1: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/1.jpg)
SDMS US EPA REGION V -1
SOME IMAGES WITHIN THISDOCUMENT MAY BE ILLEGIBLE
DUE TO BAD SOURCEDOCUMENTS.
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APPENDIX A
PRIVATE HATER DELL LOGS
sou expionation
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ADDITIONAL COMMENTS iDu-fCi«>n« To Sttt. Possible Connminint Source S« Datkl
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jseyj *;2Z NOTE ^WMiTE COPY _ DIVISION S COPYG«£EN COPr - DRILLER'S COPY*EllO»VCOPY - OWNER SCOPY
E oc rt s r css -j0F NAT^ru;. fltSOo'flCES
Boi<50M»<Mon. W.icoinn 53701
D -1 f jtjiljbk tulxJivinon lumc. krt A block, no. POST 01II
* in faat from well to nearest:
:ord answer in appropriate block)
TtR IMUJNTO*
KfcrTlC TAHK KUVY
bulLXiINC bAMTAUX tfcwtk^ C.I. TILE
SEEPAGE PIT
>ujunCl.
AbSOHPTlON FUCLO
UHAINT1IX scwznooN
BARN •no
ER POLLUTION SOURCES (Giw deicriplion such ti dump, quarry, drairuf* well, urum, pond, lakt, etc)
LWell is ir
i mTLT
is intended to supply watar for: *RILLHOLE { ,
(.n.) From (ft.) To «ft.) Oia. (in.) From (ft.) To (ft.)9. FORMATIONS
Kindi?. From (ft.) To (It)
Surface Surfaea
LINER. CURBING, AND SCREEN_______Kind and Weight_____ From (ft.) To <ft.)
Surface
" 3
GROUT OR OTHER SEALING MATERIALII_______ Kind
10. TYPE OF DRILLING MACHINE USEDFrom (ft.) To (ft.)1Surfaea
kO Cable Tool
O Notary - eirw/dri»ing mud
(ID D«wt Notary
2J1 Notary — hammerwith drilling mud A air
1 1 Kav*rw Notary
Wall construction computed onMISCELLANEOUS DATA
:'«" test: \3
IHn.at " GMl' evafl it sjarfMfMtad ncha*
itbalow «•»•«*•*•
from lurfaoa to normal watar (aval s o .Wall disinfected upon complatkM Y«f No
to wattr lava) whati pumping Wan sealed watertight upon completion El Vai
iter sample sent to laboratory «•:
JM opinion concaming other pollution hazards, information concerning difficulties encountered, and data ralatinf o nearby wells, scream, seals,•of otina iM«.r« maHiArf nf finithina th. IMII 'amaunt nt e>n%Mit utMti in grouting, blasting, suo-surfaot pumprooms, acotss piti. etc^ shOMld
COMPLETE MAIL ADDRESS
I caT»en on
Registered Well Driller
i Plaase do' not write in space belowFORM TEST RESULT CAS-24HRS. CAS-4IIIRS. CONFIRMED
fREMARKS
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D> p- i.il Hr«."ut>i» INVK.NTOKY KOft.MHr\. 4*4
uKill NUmiriMflrr Ci«Jf A - AJJ lNr«II — l'h*n«;r llltitliiu;C — IK-fc-ir IIMII ln>-r*ior)r
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TOin INMHMt \TI<»\ \l.n»l.inir< lni.Km.ii.»n is.. lnMrt«-i««
l i i i i i i i i
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ro_
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rHI *U»r*M iltM -*m-n i
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"Insiructiontl
IO u-uDC-
rTTIOXAL COMMENTS iDirrrtianit To Sit* Prwuihl* ContamiMM Saurett. SM Hack)
|——3 laMftllaTo
I
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•™ • -~ <• v -'- • -* ~ ^;i'.T-?"'"Ji"«x-ir^L;-»-'Qfci• - • ^.-••*" -.' -•-' ? \^iafci-XjS^tf" - STsJS
fctv-ui » . » O M LUIAINTill: |SIWCH<VSMO> l'<:-l>
I ' '
' ...;• V'w- - v».
Uborrtory •*
o»/<n«n concerning olhor pollution h«z<rdi. information concerning difficult!** encovnurod, *nd d«i» reUling tow»u, K'»*n>. >«*li. type of CMing jomtt. method of finUhing the well, cmownt of content mod HI grouting oUn.ntuf<«<r p^mproomi otco»* pitt. «tc.. fthould be given on reverie tide.
»r»d Welt O'Tller
de not write la «p«ce below
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V>X
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53707
- Division's CopyGreen Copy - Dnlkr'iCopyYellow Copy - Owner i Copy
tat IT, Jij
5 0
1. COUNTYMI-/H i To^*i^ I a T.
! CHECK (/) ONE:JID Vill»««
Nirne
HLOCATION
Section o'Co»t. COt
A <'~4SOCtlOM
.27- • ~ mf irf ~ • ~f —•OR - C<id or SuertSo. :St»«t w Road Name
AND - U avtilabk uibdiviMon ruma^lot;* block No
3. NAME SNT AT TIME OF DRILLING CHECK (A O«
ADDRESS
fOST ZIP CODEM// -avgcc.!. Datance ia feel bom w*B«uii*nt I Xnita*y «ien. Qram | Sanitary •!•«. Sooor )
to noue«t: (Mcoroant»«> <n atcoorwto
i. Qf»mCJ. Otnor CJ. otnor CJ.Seww OtnorSewor CJ. Olnor C.I. Oif>w
jSmet4«w«' • Oinor Stn»ott .foundation Otain Cormecteo la
fan. Siorm ! CJ. OUwr &•«•*•'Sump;cua>.lumlump
Sewa«e Sumo i Cwarwatar S<olic—————————— Sumo Ten*
f, $•<•;«„-,.. CM :|S*eo«e«Fit ,IS««a«t«i«a I i
Un>t M«nu't' ——— Retention or
Ten*
Sub»ur««c« >umarNonconformist C
I Carn 'Animal Animal ,1.10 laiait Llnoo I Silo ;Carth«n s.uvi—— ~ "—— ~— — — - - - - - w/e sior*9e Troncn i1 — Or PTi„«,€.«,.-, [•-"«'j Vo'n" V*" jV"thWtjr»al.',??;
CHeCKr\Uo \/S6 /7^Ji I !Oiritr (OmcriM)SuoiurUo .wii'.t Pona or Land
C««>iin« ot OilOOUl Unit
os \3Wtttt umpte IMI toYour opinion conctrnint othtf pollution kuinU. uiformation eonettiunj tifficuliitt tneouniRcd. and d»u itUting to Matty •*»*. Mn*ni, i* uihmg tht well, •mount of ernirat UM« M pouan|. bUiUng, ttc~ dtouU W fi»tn on tem« »U.
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r< i -p« r : r - , - of .S j lu r i! H r < - i > u r ( ir'orni JJiiO-67
A r^F-'.osnoiuNC INVENTOHY KOKM
Mimienancr Cudf A - Add <N*« Ticilily)0 — Chjnci- (Kinlinc Facility)C - l>eklc frnni Inventory
/alarrrcnoni on rrvrrM lid* of fi VoliiUl* Oreinic Samplinft Ntlkidt Program Q
1N\ t\T"H>' INKOHMATION Marelainry lnl"rm»(inn ISi
M«V it •^Urctort kmtf
. . . . . . . . . . .
T* i iiA44*r«* Mrwt «* •••III
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tELL DATA
a ••D r..
LAND USE Mindatorv Infonnitinn ISM InmrucliOMIOu-Dc-
DDITIOXAL COMMFNTS lOireetmM To Sit*. rV«iibk Cnnumitunl SoorcM Sn
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X O.VJcR AT Ttklc CF ORILLINii
AUDRJ^SS
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' • .•rwLOH LUIAIN riH NuA.itJ.S l luUN ^^«.l. tM<*t*i_. .C.I TlIX ISCKTIt CONNECTCD.1SDCIXNUCST Cl T __
L ; "*;"V^"' *-'nCT*-N" *HIV> fctWACfcKT AJaOIUTMWrUiD BARN HI
! • \-
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. . > ^ / . k l ..us 4»A «u.r »• Jjtrp Uk«.«t.
to tu^Jy <M*ur lot
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1 "r
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i " t-: .j , _ ' . . . "
j , ;-., ,,
i * ?"
- -;:*-Surfaea
. i* ' • .
1 i /i '- C.>C.VT Crl OVKJH SCALING MATERIAL
Kind ' ^>om (ft 1
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To i«t.»
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- . . _> f rc.-n »»r(ca to normal watar laval • H.
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O Dmct NotaryI/ fl>nt«f» - hwrunt'
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Wan dJiinftead upon oMNptetiMi EJ ^M C3
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Uf uncl* tsnt tor c,..-..on ccn^fo.nj othai pollution h<t*rdt information oonarning diffieultwt tneounttrtd. and data rolaung to ntarbv wtlli icrttm.
: ct c-i.nj |itnu mttnod ol tm.th.nj tht will, amount of otmant uud in grouting. Watting. tub-Mirfaaa pumproomi KOXI p»n »f «i.c.of C.T 'o»«rw ndt . _____^___
Drrtltr
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ions on reverse side of form. Volatile Organic Sampling Program^ Pesiicidt Prngram 3
K \TOKY INKOHMATION' Maml.itnrv InftTm.i urn (Sor InMruclionnl
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>ITIO\AL COMMENTS (Direction* To Site. Po«»iblc Contaminant Sources See Rack)
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on reverie iide of (orm.
C i l t O l M)U ATi^p t lOMTOniNG IN VIA TO PA FORMFi.rm 33UO-6* Hcv b-4«
IT)
VoUtik Organic Sampling Program u( Pctticidt Program D
' \ \ K N [ ' O I ( V I M ' O H M A T I O N Mani la io ry I n u i r n i ^ i i i n n IS<T Inat ruct i 'mi t
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•^^ _'-. . ,/O/..., RcoHtcrcd \Vc!1 OrtJIor **.*,'^... t/.$*.Jte-. -*.~i:.::3 c'a nc> \.T:.» in c^ic» bslaw
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M.mirnanec C<xie A - AUd iN'i-w K«eilUy»B — CK»nt;r |Rxi*im(; Kariliiy)C — l)«lele from Inventory
on rrvcrsc side of (orm.
r -P3I M U/^85
U U Ii II T T
Organic SampUng Program J\ Pesticide Pro-am O
I S \ h \KiltV IVKOKMATlOV Mamljiorv Informaiiiin !><•<• Invirurtumil
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ADDITIONAL COMMENTS il)irrctinn\ To Silc. Pn««ihle Contaminant Sourtei So* R«ckl
//' ng JTO£t__2S.
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Pnvi.: * ite: S«ppi)Bo\ "921
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CHECK (S) ONE:QB Town
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Dbianc* ta f«l from w«Utoncunt: (••«•«••mwcr IA ioo*apruia
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TalW
vy Pat »n: Noncenforminf SuDtuf'aet •urro>oomW.H Nonc»n>o<m>nt C«
I Barn2<iitar Animal 'Animal Silo GUtl L.ina< i *»• iCartn«n s.iaat tarm
Varo WIU> Pit! Storaaj* , w/a> |Sior««a Trancn.Manui a«iKlv t Pit jQr Pit |
Manura watartiofit oauia} iManurt t'SwDffurlaca >v, kAanur* Tana or -Prtttura IGaioiinaor iC•aim im.~m m.. T. . Unit
r Lano «« »t»a«)a »atm:'«lt flop* Only
J OtiMt (Oner*•!
1 i»a'tiai Contftit wanD
V.*U u ntendtd to supply wtiar for: 9. FORMATIONSKind From (ft.) To (ft.)
DRILLHOLEFrom flO To tfl.) Dto. On.) From (ft.)
Surfac*
"TO (ft.) Sofia
CASLVC.UNER.CURBLVC AND SCREENMaterial, waif hi, Sptctficauon
i. fin.) Mft. 4 Method of Ammfaly From (ft.) To (ft.)
Sofia
3" 310. TYTE OF DRILLING MACHINE USED
Hotary«ariMiMr
GROUT OR OTHER SEAUNC MATERIAL____ Kind ___ ___ Froa» (TO
Swfaoi
To (ft.)
1—1O Ca*to Tool__ Noury lrLJ •/•rMMif mu4
i—i w/aviiHCJ IMM *
4 •"
O MltM«wM*j
Q *»
r n V/M1SCE1XAXEOUS DATA
Dnth from awfae* lo nomiti watar hr«l FtDtCCkt/
*3- D NoWtfl tnM p If] T« O «•
.uf opinioa eoacanunt oih poUu<6? hiurti, «forwation ojnetmf difnculti« tncoujitaicd. and d<tt r*Utui| 10 aufb)r wtfbwtU. unouai of o«f»«nrtt«d la frouunf. bLutmf. ttc- ihOuU bt p*« on rrxrt* aate
WtQ Dtilltt
luttncu Name and Campletf Muling Addna
•• • ••••••••••ftlMt'J •»
![Page 29: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/29.jpg)
Knrrn 3,li)0-C7 Hi-\ b-84
Fiir \Umn.n«nri. Code A - Add !N>« F«eilitylB — Changr (Exitt inK Fac3ityl
- C — Uvlcl* from invenlory
on rriprst VuUlil* Organic Sampling Program jf Ptiiicide Proyrim 3
I IS FnU V I . N f ' f ' H M ^ T I Q N M a m l m o r t In ln rmi i imn iSw
|->, I. _1—I—I—I—I—I—I—I—L
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i i i i i •! i t i i i i i * i r i i i i i i i i i ic»,
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" ! i f : n t i \ I I N A T r USK M.mdan.rv Intnrmam.n <S^ ln«trucuot>ll
Dr-OuDe
COMMENTS lOin-ciiom To Sac Pi-««ililr Cnntaminant Sourc**. S»» H»ekl
![Page 30: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/30.jpg)
Form jluO-67
K I I ilr \1amirnjnrr Code A — Add IN*» FccQity)f 1 . B - Chancr lExisnnu Facilityl~T - C - Uclclf from Inventory
rrciion* un rrvcrs* sid* of form. Volatile Organic Sampling ProBram.A Pttliridt Program 3
IS\ KVTiUIV INFORM AT
*~«.
ION Munilaiitrv Information IN-
1 1 1 1 j — i — l — l — l — l —•Mr 9t r*uhfc*lM*-AI f (•riklp Ifivlilir *t»ti
r Inscruclionsi
Jma
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- ; . : i i \TA
/r/' ..** baza* D •-D C - fin
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KLDO\ll\ATF: H\D USE Mindatorx Informiunn iSo« InsiruclionstyKLriOMIN*
On. Du-Dc-
r.;7io\ J.L COM\ir.NTS i To Sue. I'rmibl* fnniiminini Sources. .Scr Rarki
3 l
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C
c. i. TUi: I c i. | TILL jsrvvun OONNV^^S isrci LMIE
* d-l / — I —c i.
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£
w.r_.. w«lkf »er:
!.._••., | fo it': , | K, fin.1 f
U ... 1 '"••»! •)„ f.\ 1
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ir-:X
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^ -. trs-i f.-rrcts ts nsmal v/ttor level
-. ».. w.- . • |-.» cl wh:-.«t o'jmr.lnn
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WcSI U terminated y^ Withe* •£
Well ctitinfected upon completion
Wall Mated watertight wssn compaction
fi»~'IO | Te- •
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p vti c '••>CJ Ye» C Ka
Uborciory
\.- ;. «rti..-.-co cu
isn cc.-.:rm;r.3 otn:r ps.»utl:^ ka:src!:. Informetien concerning difrieuliiea ence..• w.ii. t*,~sa of cu.>.Q li^nt:. rr.GthsJ of finishing th» well, amount of e*m?ric.Mi. ticm p«U. &(&. thsuU bo C;V*B **» reverse tUa.
unwrvd. and e'it*.camoiw w*ad In
ta»«
H, WoH Critter /
£.—
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\\COl->.TY
m«"'>
, CHECk l / )ON"E.CJ VI Hug. Deity
Name
i itci.o" a>IOCAT.ONOR - Cud 01 SliffTNo.
,Ta»niiMp R*nft
. . Sireel 01 fcojd NaI
ojd Name
3. NAME 5f OWNER ZJAGINT AT TIME OF DRILLING CHECK (4 ONE
ADDKESS
AND - IfmiUbk uibdmuan njmt, lol A biod. No. POST OFFICE ZIP CODE ~
Da Una in feel from »'•& •uiidini Sanitary aio«. O'Hnto noueM: <».«co»« I ...ani.»r in appropriate I i S XlBiacM________ I V^<«*>
C.I. OIIMT fte*
Or.'
Itump,•Sumo
tt»«M Sump I— — ' Sump Viouc . Hoio.ne,, Sewaee Anaroi.on un.i v^nuir i-ioeow or
an* Torm (TI3IZ"5S—"—~~———detention or" •nuematic Tarui
I S«eea>> T rencn,PH:
altllr<(•arn tAnima
Suiter I Barn
Tamil
filewun •*«ICWiiLIno* SHo IC§rtr»«n $<«*• £jrr»»nStoraoe w/o ttor*t« Txncn M*nu«Facility Ml Or *<il
or Putio»ffi Manure Tank or!Mtnur< .'Subtur'tce i w«;**v»buft 'Gaio*tntor I Ditooui Unli
> Otn«r
*»''iai Concrete wain>*rU u oiirndfd u> tuppl) w»i«r for:
r"f\ if9. FORMATIONS
Kind From (ft.) To (ft.)DRJLLHOLE
ru. im.) From lit.) ITo (ft.) Da. (in.) From (ft.) I To (ft.) 1 Suifio
Surfioi »<O
CASLNCVL!NE».. CURBING A.M> SCREENMaieiul. weifht, Speciiieition
LJ. (w.) Mft i. Slfihod of AMcmbly From fft.) ' To fft.) £.!&/»•»£• S. l&nC.
t" . *V3 • Sirfaet
—
CROLT OR OTHER SEALING MATERIALRind From (Tt.) TO rru
10. "HTE OF DRILLINC MACHINE USED
O C*ft»eT»ol
D *loury««rw/
O HtvorM MMcry
WeJ eotttBTictioii ecenpleted oeiMlSCELL-^NEOilSDATA
Depth from narface tonoimil wUm l*«*l Wdl dWnfeeMd aye* eompltlio* Y« D No
Depth of wtt«*h«i
m •« T Ft. Subiizod I8T Yci D NoKen »aM wawrO|ht upon co«tpledo« V« O No
Wittr tampl* ml to JL ' \A n bbontoryoaow «ouori eoore-j.-.; other poDuooe kiurti. «f«-»t>oo ep««srjn| diffieulun encountered. Bid data rtUonj to wirby »eUi. toeetu.~ " eL. amount of ecrncai tuod ta poinaf. Mitunt.tit, ittovai W p**> °» (***• «»*••
»««cd of
puturt
I
Bulincu Nimt and Complctt MiOm|
Rcftitcrid V>B DrilUr
t and ComplctSX- C Aa
![Page 33: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/33.jpg)
M.J.wn 'A , - 0*.
* C\'P>
1 COl'NTV CHCCk i / i O N E Name
:. LOCATIONOR - Gtij or Str«t'No. ;Stre«tot Kiud Nam*
J. NAME £. OANEB _ ;AGENT AT T|M£ Of DRiLtr*«rtH£CK M ONE
AtiDRESS
AND - It subditition name, lo< A block No. POST orncE ZIP CODE
i tVtanff in fcr« f'cm •<to ncunt: (Macoto
iundin« ; Unitary 9109. Qrtm I Sanlllfy ilo». jawar Cprfr!Vcl«a"f 0: ' *'°'m »'•»-• 0'«'" SlO«m (101. S«««r
ani«»«' MIOin*> CJ. Otfltr • C.I. $t»«i O<ntf S««wri CJ. Otntf C.i. i Otnai
Str*ti$*w«r , Qinar SI«T«M .FounqaiiOft pra*n Connactao toj Si«*aflt Sump t Citarwatar saouc Hoiaiftt. 5a*<ta Aotorpiion un.i rAinur« i^opotr orSan. Storm , CJ.
Ii
Otnt, |S.«.r | l|'u 7« 1iCHarwiUr i cttarwaiarlOr. 1 iomo '
CJ. Otnar jump TanM
!*""••* M *nu*m*i« T»n«
, S*tO*9* Trtncn»»i»y »«i fn No«e
maiia C»ut>nf( Pumo
•am ,Animai 'Animal 'file CiatiLlntO Suo . Car tn«n !.»«• Cjrintn• ytltr Barn i varo . witn >lti Storata ; «/o -SiO'ata T'ancr Manun I
; aian 'Facility »" Or »n :
Tcmoorfy Manura Wi:«r-ignt LiQwidS<JCH ar Pialforrn Manure Tanit or
lAankirt SJOIuMaCI Wattt 'onO O«
Sea on Tann ; ilsliiiV T»» Concrcia Floor Only. Concraia Floor an«
(OatCriDtlA*'C7
5. *tll is inirnatd to lupply w»ttr for:Ac */>£.•• 73 !>/<»
9. FORMATIONSKind From If i . ) To (ft.)
«. DRILLHOLEDia. Cfi.1 Fromft t . ) |To (ft.) Do. (in.) From (ft.) I To (ft.)
7. CASING..LINER. CL'RBLVG AND SCREENMiterul, vVcifhi. SpteuicationDii. fin.) _MIC i Mrthod 01 Aitemblv From fft.) I To (ft.)
^ ___ t. Swf.ot <
1
8 GROLT OR OTHER SEALING MATERIALKind _______ ! From (ft)
SMTflO
To (ft.)
10. TYTE OF DRILLING MACHINE USED> notary «iammar
d CaottTool |D mu« 4 air -«.
B ftotaryitammar4 air•v/truiinf mu
fflua
jaitint *nnD Air
n wau»CD lltvorM Motary
WcQ eonimctioi eompttltd on 7 / -2 /11. MISCELLANEOUS DATA
J2M. WH it mmiiuttd,
Li —— tacha a brtow (iulpidt *'
Dcpch fiom turftct to notmtl WIICT lt*ll Fc W«U disinrictoi «*on eempltuoa YtJ CD No
Dcyik ol »iw ln«lwkn pumpini Ft. Subiliztd 3J Y« D NoWtH Htlcd wiitcb|ht upon CBtnplttion OB Ya» CD No
Watti nnplt ant to Ubontory onYour opinxm conctriuot othti poUuikm htzaidi, infocmstion coi»c»nimfxlifneullm tncounittcd. ind ton i*Uti«( 10 Mitky ••Ut. utciu. mu. mcito« of
the wtU, amount or ctmtnl UMd in frouon|. bla>tin(. tic, ihovU bt fivm on rrrtm udt.
RtfiitttMl Wtl Drinti/l ••) x. O/
![Page 34: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/34.jpg)
APPENDIX B
BACTERIOLOGICAL RESULTS
SOIL expioRaeion
![Page 35: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/35.jpg)
READ DIRECTION SHEET CAREFULLY BEFORE PROCEEDING_______|______OWNERSHIP! pmvAt!^}^ MUNICIPAL f~l IN»TI»UTION Q «CMOOL {71
INDWCYKV Q LICtfNtCD !• T A*LltMM«M T Q TVPIl
SOURCE TfPEi SPHINX (~| IWIMMIM* BIACM Q SWIMMIM* POOL Q «HLLL*nc (~l mv«» O MAMK or ____ . _______ _____
J01COKUILMUNICIPAL SAMPLES ONLY, MO
TC»T D««I««O VI:0 CHEMICAL TESTS ONLY Q
SUPPl Y TREATED WITH:
RESULTS OF COL I FORM BACTERIA MB Test)POSITIVE
LOCATION.
VILLA*! nJ'VR-• AMPLC TAHCN PROM IDCtCMI*! PULLVI
• AMPLC COLLICTIDi COLLCCTCO *Y|
IA IORATORY R E S U L T S
Two Rivera Water UtilityLaboratoryLaboratory Oertlfcatlon Mo*
591RRAL
INTINPMCT ATIOMl
DAT! MICCIVKDl
LAVONATONTNUUkCH
OATC HCPOHTIOl
OWNERSHIPl »RIV»T« |J<5 MUNICIPAL (_) IHtTITUTION
INDU1THV Q LIC«M»CO C1TABLIIMMCNT (~l
I I 1CMOOL |_|
SOURCE TYPtl tPHIHB (~1 »*IMMIH» «I*CH (~1 IWIMMIM* POQL CD WILL
LAHC f~l «IV«« PI HAMC or .
• •NO HCPOflT TOl
AULT! Ajt
jrtitOHJJKcooc
MUNICIPAL SAMPLES ONLY, NO Q I CHEMICAIIB PLUOMIO*. Tg«T OK»IBgO Ygt [*| I •P«ClPTi
SUPPLY TREATED WITMi " "
CHEMICAL TESTS ONLY
CMIO«IM«
RESULTS OF COL I FORM BACTERIAJIBH Test'
NEGATIVE POSITIVELOCATION*
TOWNVILLA*! |~| CITV R OP.
COUMTVi
*AMPL.< TAKKN PNOM IOC*CMI*( PULLVI
L A B O R A T O R Y / f e E S U l T S
COLIPOHM
Two Rivara Water UtilltjlaboratoryLaboratory Certifeation No.
£9 RRR1L
IMTCMPHKT ATIONl
73DAT! MIPOMTCOi
![Page 36: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/36.jpg)
••"*«•" •»•••» 'cm •& im n •koiBM(AD DIRECTION SHEET CAREFULLY BEPORE PROCEEDING |
OWNERSHIPl P«IVAT«J($3 MUNICIPAL l~l INSTITUTION CD «CMOOL CD
SOURCE TYPEi tpniN* CD •WIMWIN* BCACH CD »«MMMI»» POOL CD "CLL^J^t»«t [_J NIVtN LJ NAiH
UNO HCPOnt TOl
£ - ^-^ - -^L *£j *** ff ^*£f £ ,^f
/fl fcte/fsx/ev———— *t ***-j ——— *T ffr ' rr^ • • f ———————
citTi , V"* AVJrfJ /rs*0^£f/ / • ii* coot
•UCQN.VNMUNICIPAL SAMPLES ONLVi NO p CHEMICAL TESTS ONLY a
1* FLUOMIOC T«»T OKtlNtO »«• 11 iPtCIFTI
SUPPLY TREATED WITHiFLUOKIO* CD »MO«PMAT«« f~| CMLOKIN* CD 'ILTBK f~l
• CMADMti
\lr
RESULTS OF COL I FORM BACTERIA HBB Test)NEGATIVE POSITIVE
LOCATIONi COUNT*, «-
VILLACB QCITV ||^ fflr/&Sf&&)Ot
• AWPLI TAHKM FROM lOCCCNIBC FULLTI
f4sr&4- f'/TlJt&fDATK t HOWM (AMPL* COCCICTtOi COLLICTU »Ti . . r
LABORATOt fY rTESULTSIHTIHPMKT ATIONly
^>ttv. — x*—14 HMli ff/ _S ,/ _
COM""M fl*fc fid? _4sSo'V"" ; ' yjCtotcjiTwo RWws Water Utility °*T' """^^^Laboratory _ - r/J'Jf^Laboratory Certifcation Mo. "•""-• "-""
^> rftj
59 RRRAL °*Tt "t"*ST«0'
1)0.1
fi
•tiTIIIM.T iliMii lJMiTuiTIM.'TTi pa irFFBlp •pn a^ ••
INOUtTHV CD LICWNIIO OT AOLIIMUCNT f~) TVPCl
LAHC |~1 HIWCH CD NAMC OF . /^
tCND MCPOKT TOl
1 ————— ——— ———————————————————————————————————————————— 1
ff- rtftJj?*/ ^) /) c/(f£^SI u
/\ IC.ITVI CtJfTtT^*^./)^
11* COOt
WISCONSIN
MUNICIPAL SAMPLES ONLYi MO p CHEMICAL TESTS ONLY CD1* PLUOHIOC TCIT DC*IN«O T«« f~| IPICIFVi
SUPPLY TREATED WIT MiFLUOMIOC Q1 PHOtPMATC* CTI CML.OHINC f~] PILTCM (~1
9ev0 ^^b
RESULTS OF COL I FORM BACILKlAJ^^ lest)
NEGATIVE POSITIVELOCA|K>NI COUNT vi
VILLA., p J"" B °" M*mrocJo<i.1AMPLC TAKCN FROM (OCtCHIBK FULLTI
fOATC kHOUn «AMPLC COLLCCTCOi COLLICTCDBVi .S
LABORATORY RESULTS
"HE.. £j/ ' *
COLIFOHM ; Wt//f*> Jf\svJ-ftAQUP^ ' '
Two Rivers Water Utility °'T1 "•C"VBO< L/^Lahoratory . 7/Y*Laboratory Certifcation Mo. «-«<>«»T«V NUM«-
r*n oTft dtPONTtoi59 RRRAL
![Page 37: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/37.jpg)
DEAD DIRECTION SHeET CAREFULLY BEFORE PROCEEOINOOWNER JHIPl PniVATI Q MUNICIPAL O INITITUTION |~| ICHOOL [~1
tt TA*LI*HM(NT f~l
iOURCC TYPfi t»niM« O »«M»«««M« •CACH n IMIMMIH**••«« D "'»«« CD **•••« •' . '
It MO HIPOMT TOi
AMPWUCQNSUL.
MUNICIPAL SAMPLES ONLY I
SUPPLY TREATED KITHt
HO Q TCHeifiCAT«« fl | «P«CIFYi
CHeifiCAt TESTS ONLY
RESULTS OF COL I FORM BACTERIA HB Test)POSITIVE
LOCATIONi
n CIT»COUNT Vi
• AMPI.I TAHIN FHOM IDCICHIBC FULLVI
OAT« » Mown C«LLBCTCOI COLLKCTIP »Y|
XT* A /MORATORY R E S U L T S
Two Rivera Water UtilityLaboratoryLaboratory Certification Mo.
59BRRAL
T ATIOMi
OATC HCCBIVCOl
LABOHATOPIY NUUBCH
DATC NIFOMTIOi
READ DIRECTION SHEET CAREFULLY
OWNEHSHIPt
IMOU1THY
__________MUNICIPAL Q IH»»ITOTION D »CMOOl.
LICIMfCO C»T ABLItHUCNT fl
SOURCE TVPEi »*WIN« Q (WIMMIMC *CACMLAMC (31 MIVIII f~l NAM( OF
• KHO NCFOHT YOl
tITTL.
JOUQMSJJLMUNICIPAL SAMPLES ONLYi HO
it Ft.uonia« Y««t o«»m«o Y««SUPPLY TREATED VITHi
CHEMICAL TE1T* ONLT D
_.I—I
MCMAHKfl
J,
RESULTS OF COL 1 FORM BACTERIA MM Test>NEGATIVE POSITIVE
LOCATIONi
vit.t.A«« nc'TT
TAHKM FHOU IDOCHIX PULLTl
'COUMTVi
OAT «.« COLLCCTIOf COLLCCYKD BY<
M/L A B O R A T O R Y R E S U L T S
PHKI.a< HH*I
COLIFOHM
o/S"
Two Rivera Water UtilityLaboratoryLaboratory Certifcation Mo.
59RRIUL
OATKNCCCI*'*0 '
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TY ISEI BLIREAD DIRECTION SHEET CAREFULLY BEFORE PROCEEDING
»Y
CTLJ
OWNERSHIP PHIVA»«JP£ MUNICIPAL Q INSTITUTION Q (CHOOI.IMOUtTHT PI UC4N*tO ItTAOt'tHMCHT Q TVPCl
SOURCC TYPEl • »NIM« CD ••IMHIN* »CACH O tWIMMIN* POOL Q
LAHI (31 «IV«H (3) NA«4« OP .
itMO NtPONT TOl
JfUCQtUULMUNICIPAL SAMPLES OMLYi HO
i« FLUOKIOC TC»T o««m«p v««SUPPLY TREATEtTwim ~~
fLUOKlOC (| PHOIPMATKI f~|
B CHEMICAL TESTS ONLY• PCCIFVl
CMLOHIHB PI PlCTBH
RESULTS OF COL I FORM BACTERIA MB Test)NEr./»TIVE POSITIVE
LOCATlONi
•AMPLC TAHtH PROMB
COUNT Tl
OATC »AM»LV COLLICTKOl COLLICTIO »Tl
L A B O R A T O R Y ' R E S U L T S
4* MK».
COklPOMM*BOJl£i___
Two Rlvera WaterLaboratorylaboratory C«rtifcation Mo. LACOHATOMT NUMCCH
DATC HCPOMTKOl
OWNERSHIP! PHIWATl^gJ^ MUNICIPAL Q INSTITUTION Q (CMOOL Q
INOUtTNV PI LICEN1CO CIT ABLIIHMINT f~l TVPIl
SOURCE TYPEl IPHIM* Q IWIMMIN* OCACM f~l »«IMMIN« POOL D nLAKC Q HIV»H Q NAMl OP_______________,_______________________
11 ICND HCPORT TOl
.WUCQHJJH.MUNIOPAL SAMPLES ONLY. MO
T«»TSUPPLY TREATED WlTHt
PLUOKie* LI PH01PMATO
IB. CHEMICAL TESTS ONLY (_]• PBClFVi
CMLO«IM«
I RESULTS OF COLI FORM BACTERIA fest)
NEGATIVE POSITIVELOCATlONi
VIVL*«I f~\ CITY H ° 'T A M K M
OATf » MOUII (AMPLI COLLCCTCOl COLLCCTCO »Tl
LABORATORY R E S U L T S
COHFIHU
COLIPOHMQftOUPi___
I Two Rivers Water Utilityj I . Laboratoryj,' Laboratory Certifcation No.
5° RRR1L
IMTCKPMCT ATlOMl
0»Tt HBCKIVKO.
![Page 39: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/39.jpg)
I • f "(BJfe. 'l?ia BOWNERSHIPl PHIVATC^MT MUNICIPAL fTI IH1TITUIION Q (CHOOL I I
IHOUITMT f~| LICtMtED KITABLItHUtHT Q TTPfl
1OURCI TYPBl tPftIN* QLA«« f~l MIVCA PI HAM* OP
CIACM IHIIMMIN* POQL Q
ICND MCPOHT TOi
jniEQMUNMUNICIPALNICIPAL SAMPLES ONLYi NO Q I
i» PLUO»IO« T«»T o«»IH«B »«» QJ |CHEMICAL TESTS ONLY
SUPPLY THCATED WITH.PkUOMIOt f_] PMOICMATC* CMLOHIN* Q riLTKN (H
•*
RESULTS OF COL I FORM
NEGATIVE
lest)
POSITIVELOCAtlONi
TO«H«VILLA** D city
COWHTYi
• AMPL* TAMCH »KOM lOKfCNIBK CULLTI
OATB » MOUII ,«.ICTCOl COLLICTCDI ,, x
A/L A B O R A T O R Y R E S U L T S
COLiroHM
Two Rlvera Water UtilityLaboratoryLaboratory tinrtlfeatlon Mo.
^59 RURAL73
DAT! lPONTIOl
iNCREAP DIRECTION SHEET lAREFOiTr BE_____________OWNERSHIPl PB IVATB Q MUNICIPAL Q iM»TiiofiON
IHOUtTHV f~l LIC^NfKO KITAVLKHMCNT f~l tTP»l
«CMOOL [ J
SOUKCE TYPBi »P(»IH« Q •KIMMIH* SBACH Q *«»WIM« POOLLAHI n mvm« t~l MAMI OP
WILL [X
• •MO NCPOHT TOl
WISCONSIN
MUNICIPAL SAMPLES ONLYi MO
I* PLUOHIOC TCtT OKIHKO. VEIQ|~1
CHEMICAL TESTS ONLY QIPICirVt
SUPPLY TREATED WITHiPLUOIIlDC O PH01PHATC* CD CHL«M|N« f~l PILT«H f~l
RESULTS OF COL I FORM BACTERIA MB Test)NEGATIVE POSITIVE
LOCATIOMi
n• AMPLC TAHCH PHOM IOOCKIBK PULLTI
OAT« k He«m tAMPL* COLLCCTKOi COLLCCTIO BVi
L A B O R A T O R Y R E S U L T S
COMPIHM
Two Rlvera Water UtilityLaboratoryLaboratory Certlfeatlon Mo.
59 RRKAL
«-.c.,».», ^
'
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APPENDIX C
SOIL BORING AND MONITORING WELL CONSTRUCTION
LEMBERGER T & H SITE
SOIL exptonation
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Pi-L*vvi^ tf <vr\
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H
i1
ii
1IIIIIiIiII
WELL CONSTRUCTION DIAGRAMAND
CONSTRUCTION DATA
6"STEEL CASINGITH HASP a LOCK
PORTLAND CEMENT/BENTONlTE SUIRRY
2*SCHEDULE 40PVC PIPE
SILICA SANO
PEA 0HAVEL
SLOTTED SCM.40PVC PIPE WRAPPEDWITH FILTER FABRIC
WELLB2B
85
B6
B7B8
A55.0'71.9'
64.0'70.0'76.4'81. 0'
B .10'
10'10'10'10'
C3.0
6.3'3.4'3.2'2-0'
046.0'
44.4'
52.8'59.1'53- O1
E2.0'
2.0 '3.4'
2.5'2 .8*
f
0.5'
0.5'0.5'0.5'0.5'
66.0*
3.3 '3.8'
4.1'
6 .0*
PROJECT! Lemberger Landfills, Inc.
DRILLER: w*b*r M<11 pgmi^____DATE WELLS INSTALLED: reb. 1992
-8-
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LOG OF TEST BORING- DATE 2/26/82
glOJECT
JOKING I
BJRFACE
f-iPTH»STRATA
t——
1k-^-1 «•
r,IUI
UIU!\\\ ———
Lemberger Landfill - Old Hazardous Waste Landfill BORING NO. OW-2B
0CATION See Plan JOB NO. LM8202
ELEVATION 853.15 BORING DEPTH 65'
DEPTHSAMPLETAKEN
3'- 5'
6'- 8'
15'-2<V
26 '-31'45'-48'58--61'
a|£itCRAB
GRAB
GRABM
•
m
3S
1
2
34
56
•
.
|t
oa u
—
_-
—
———
isO *•PM
...
...
...
,__
...
SOIL CLASSIFICATION
Light Brown, Fint to Coarse
Sand, some gravel, Moist,Firm (SP-SW)
Brown to Reddish Brown,Sandy Silty Clay, Hoist,Stiff, <CL)
Light Brown to Grey, FracturedLimestone Rock and GravelWaterbearing Dense, (Weathered Rock)
Light Brown, Buff, White to Grty,Dolomitic Limestone (Niagara Dolomite)Dry Joint 48'
NOTE: 2' PVC Well Installed,See Well Installation Diagram forDetails.
1
•
ENGINEERSREMARKS
DRTLLinc DATA: Cyclon* Air Rotary Drill WATER LEVEL XNPOtMATION
_JUg - o'-15'-6" Tri-Cone bit withI #• ....."ftir - 15'-65'-6" -Hole the Hole Hammer -
Iwith Air and Water . L0c BY: R-E.H.
AT DRILLING *0«
HOURS AFTER DRILLING
![Page 44: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/44.jpg)
LOG 0? TEST BORING•i HATE 2/27/92
•PROJECTBORING L
KuRFACE
«EPTHOFSTRATA
•Me^ o-
46'
• 6'
™ 11'
n -16'
••J
1 1g .71.9'EIsM—— ———
Lenberger Landfill- Old Hazardous Waste Landfill BORING NO. OW-4
0CATION See Plan JOB NO. LH 8202
ELEVATION 653.85 BORING DEPTH 71.9'
DEPTHSAMPLETAKEN
I1- 4'
6'- 8'
ll'-lS'
20 '-25'
41'-43'
49'-52'
62-*65'
1 SA
MPLE
]1
TYPE
|
GRAB
GRAB
GRAB
GRAB•
m
m
as
i
2
3
4
5
67
ea C
—
—
..
——
___.
H2 xu w
...
...
...
...
_.
SOIL CLASSIFICATION
Light Brown, Fine to Coarse Sand,Little to Trace Silt, Moist, .Firm (SW)
Brown to Reddish BrownSilty Clay, some sandoccassional cobble or boulderMoist, Stiff (CL)
Light Brown to Buff, LimestoneGravel Coarse Gravel toBoulders, Wet, Very Dense
Light Brown, Buff to White,Dolomitic Limestone Bedrocfc(Niagara Formation) - softlayer in rock 30-34', crevices
noted 41 '-42' (calcite filled)
.
ENGINEERSREMARKS
•
-
IDRILLING DATA: Cyclone Rotary Drill WATER LEVEL INFORMATION
' Rig, 0'-16'-8" Tri-Cone with Air,
1 16'-7i.9f-6" Down the Hole Hammer withp —— ————————————————————————— . ———————• Air and Water LOG BY: R.E.M.
AT DRILLING 68'
HOURS AFTER DRILLING
POTH & VAN DYKE and Associates, Inc.
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iIROJECTBORING L
IURFACE
fEPTHOFSTRATA
11'
1
1 .-
I"14*
1 ——
11 64<
1
LOG OF TEST BORINGOATF 2/27/95
Lemberger Landfill - Old Hazardous Waste Landfill BORING NO. OW-5
-OCATION See Plan JOB NO. LM 8202
ELEVATION 856.35' BORING DEPTH 64'
DEPTHSAMPLETAKEN
2 '-4'
9--11'
13 '-14'
17--19'
30--32'
3B'-40'
50 '-52'58 '-60'
"
SAM
PLE
TYPE
GRAB
GRAB
•
GRABm
--H
as
!
2
3
4
567
8
•
CQ wB.
_.
—
—
__
--
——
--
. .-
POCK
ETPE
N.
_-
...
...
...
...>...
SOIL CLASSIFICATION
Black, Clay Loam (Topsoil)(OL)
Reddish Brown, Silty Clay,Some Sand, Trace Gravel.Moist, Stiff (CL)
Brown to Light Brown, Silty Sandsome clay with gravel and cobbles,Moist, Dense (ML-GM)
Light Brown, Buff to White,Dolomite LimestoneBedrock (Niagara Dolomite)Crevices Noted at 28', 39', 63'
-
• Note: 2* PVC Well Installed,See Well Installation Diagramfor Details
ENGINEERSREMARKS
BILLING DATA; Cyclone Air Rotary Drill WATER LEVEL INFORMATION1*io - 6" Tri-Cone with Air to 15* -1 - < r , ,|51-641-6" Down Hole Manner with
Lir and Water LOG BY: R.E.M.
AT DRILLING 48.6'
HOURS AFTER DRILLING
FOTH & VAN DTKZ tnd Associate*, Inc.
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LOG OF TEST BORING^T DATE 3/1/B2
•toJECT
BORING 1
Lemberocr Landfill - Old Hazardous Waste Landfill BORING NO. OW-6
.OCATION See Plan JOB NO. *•" e202
HDFACE ELEVATION 859.70 BORING DEPTH 7°*^•fPTH
STRATA
i1**
6 1
i•g 70'
P^ —————
DEPTHSAMPLETAKEN
2'- 4'
4'- 6'
6V -eh13'-15'
18 '-20'28'-30'
38'-40'
52'-54'
57 '-59'
61 '-62'
SAM
PLE
TYPE
GRAB
GRAB
GRABm
m
m
-
M
••
•i
II
!
2
3
4
567'
B
9
10
ce Q
__
__
__..__—————
H
O ft.flu
...
.—
_—
>••
.._
__
——
——
.__
...
SOIL CLASSIFICATION
Black, Clay Loam (Topsoil)
(OL)
Reddish Brown, Silty Clay,little Sand, trace gravel. Moist,Stiff (CL)
Brown, Silty Sand withLimestone gravel, trace clayMoist, Very Dense (GM)
Brown, Buff to White, DolomiteLimestone Bedrock (Niagara Dolomite)- Rock highly fractured andlointed 6V-BV
-
• Note: 2* PVC Well InstalledSee Well Installation DiagramFor Details
ENGINEERSREMARKS
1st waterentering holeC 60'
-
*TLLINC DATA: Cyclone Mr Rotary WATER LEVEL IlfPDRMATION
JDrill Rig
P'-70'-6"
pjfd Water* * "~
- 0'-6'-6" Tri-Cone Bit with Air,
Down the Hole Hammer with Air
LOG BY: R.E.M.
AT DRILLING *5'
HOURS AFTER DRILLING
( VAN DYKE and Associate*, Inc.
![Page 47: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/47.jpg)
LOG OF TEST BORING2/26/82
OJECT LeT.berger Landfill - Old Hazardous Waste Landfill BORING NO OW-"
iRINC LOCATION See Plan JOB NO. "< 8202
•RFACE
PTHfRATA
0'
2.7'
2.7'
3.5'
3.5'
6.4'
ELEVATION 864.37 BORING DEPTH '6.4'
DEPTHSAMPLETAKEN
!•- 5'
S'-IO'
15 '-20'
30'-35'50--551
65 '-68'
•
SAM
PLE
TYPE
GRAB
GRAB
-M
-
-
3S
i
2
3
4
56
•
to u(L
-•
-•
—
—
—
.& a!
————————
_
SOIL CLASSIFICATION
Dark Brown to Reddish BrownSandy Silty Clay with
gravel, Hoist, Stiff (CL)
Light Brown to Brown, HighlyWeathered Limestone, fracturedand jointed.
Light Brown, Buff, White toGreyish, Dolomitic Limestone (Niagara Do:- first water encountered in jointat 68'- Crevices at 75' yielded flowwhen pump approximately25-30 gpm
NOTE: 2" PVC Well InstalledSee Hell Installation DiagramFor Details
.
.
ENGINEERSREMARKS
omite)
LLING DATA; Cyclone Air Rotary Drill WATER LEVEL INFORMATION
- 0'-3V-6" Tri-Cone Bit with air
-76.4' - Down the Hole Hammer with
and Water LOG BT: R.E-M.
AT DRILLING 46.1'
HOURS AFTER DRILLING
FOTH & VAN DYKZ and Asaoclates, Inc.
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m•ilOJECT
BORING 1
••jyRFACE
•flp™
STRATA
•V o*«*J
Lmml 6'
• 16'
16 '
•• 19'*4i 19'ii•V—— 81*
LOG OF TEST BORINGnATE 2/25/S2
Lemberger Landfill (Lie • 0753 - Old Harzardous Waste BORING NO. OW-8———————————————————————————————————— Landiill — ———————— ~JDCATION See PUn JOB NO. "< 8202
ELEVATION 854.85 BORING DEPTH 81'
DEPTHSAMPLETAKEN
3'- 5'
lO'-lS'
16'-20'
20--26'
26 '-30'35 '-40'55--60'
75'-BO'
SAM
PLE
TYPE
GRAB
GRAB
GRAB
GRABH
•i
m
•
as
1
2
3
4
S67
8
ii—
—
__
—--——__
1 POC
KET
1 PE
N.
,__
,—
-.
...
..
-...
—
SOIL CLASSIFICATION
Brown, Silty Clayey Sandwith gravel (Fill)Moist, Firm(SM-ML)
Light Brown to Black, Wood,Logs, Stumps, etc. (FILL)
Reddish Brown, Sandy Silty Claywith gravel, Moist, Stiff(CL)
Light Brown to Buff, WeatheredDolomitic Limestone, highlyfractured and jointed,Very DenseLight Brown, Buff, White toReddish Brown DolomiticLimestone Bedrock (Niagara Dolomite)Crevices noted at 26', 46', 79V
NOTE: 2* PVC Well InstalledSee Hell Installation DiagramFor Details
ENGINEERSREMARKS
NOTE: Very littlwater entering h68', crevices 79%
water enteringhole 0^ .25 gpm
•sj ' ————— • ————————————————
m»mJRTT,LING DATA: Cvclone Air^P- " —————————— z ————— *-^Rig - 6" Tri-Cont w/Air to 19
Rotarv Well Orillino WATER LEVEL IhTORMATION
', 19'-81' -
LaK^| own the Hole Hammer w/Air••" —— ———————————— : —————•i LOGBY: R.E .M.
AT DRILLING 75'
24 HOURS AFTER DRILLING 49.83
wvru n VAN nrifT and Associates. Inc.
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WATER LEVEL ELEVATIONS
. • . - » , .
WCIL
OW-28OW-4OW-5ow-«OW-7
OW-8
sunr*ccCLCV
853.158538585635859.70864.37
854.85
TO* OfCASING
855.15857.0585835M3.IO666 .rf857.65
WILLLOCATION-
9»70N, 6*4OE7400N, 3+OOE2+OON. 3+OOE24SOM. e*ooe8470N. IO+30e14+OON. 9400C
•
ELEVATIONS . . . . - . • ••«»!
2/28/8279S.I5———————800.70818.27805.65
. ••'*2/27/82
806.498O6.95809.79———818.27803.65
•«c3 /1 /82806.90808.95809.09————81807809.89
Mil
3/9/82806.99809.07809.00•09.10•22.77•09.79
• »
•-••« .3/16/82•0642809.21•09.09• IO.4I
- 022.67806.09
MM
3/31 /82808.99812.44815.71819.97833.19809.90
••>»
4/13/82812.89817.29826.69821. 4O832.27812.49
Mil
•//n/gf6i3,^f&/*••&1 13.1?
U7V./38?<^.i7613-11
•
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APPENDIX D
SOIL BORING AND MONITORING WELL CONSTRUCTION
LEMBERGER FLY ASH SITE
SOIL expionation
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r ii ii i§ '^3 1
^t
• l
IIII
1rjii
ii"i'i
LOG OF BORING NO KJ-7
°A""-R foth 1 Van Dyke and Associates, Inc.T-TT —————— PROJECT NAME
Hanltowoc County. Wisconsin Lemberger Landfill
11 5
11
mm. •-
«^a^M
IH
s
— q
_l^-
^E
=j
— _—
~-Wl
* *•
i *• *t i•• •
OCSCfterTlON Of UATCIUAL11
c
« SUIWACI IIIVATION-I
Reddish bro«n sllty day with ertvil • frost to O.S feet
Gray fine to coarse sand • with gravel
End of BoringBoring advanced to IS. 5 feet with solid stea augerBoring not sanpled - subsurface Information obtained fro»driller's field log2 Inch *VC well Installed at 1S.S feet with protector pipeend lock
I
f
———————— 0 —————————i i a « t
rvAsrc ' MAttn ' iauei«ir % ecxiiNi % twit %X- - - - - - - - - - - - -£SIMMM f mrmtic* «ws/nj
«.0-S.O' W.D. Jfll[ njTlHfi SJPWL'IS •«>««•. eounrtro
_, . MO LAMMEAU STMEFT n«««« J»JOREEN BAY. WIS i-MOT ^ , M73A
b*lw*cfl M»I iron end m« nji
- —— «P ———fi 4
77.*
- >OMtM, —— '??'Ri> ——**MO«IP p<T•wftt 1 Of 1
in Ox Anprotinwit boundarywttio'i m»r br o'MuJii •- -• ————————————
i
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LOG OF BORING NO. m-8
Feth 1 Vtn Dyke ind »sso:u',ts. Inc.j,T£
Kjnttowoc County. MiseonjinPROJECT NAME_______Lemberger lindfn 1
OMCWTON <X MATtMAt
PIASTIC W«TF»IMIT « CONTfNT « IMIT
nxTunon
Fill: (Uddfih brawn Hit/ el»y (CD • nth tr»et of Mud -tnct of grtvtl - Milt - freit to 1.S fMt - wry itlff
Buried topsoi l :Dark brown organic sandy silt IUIJof gravel • trace of roots - twist - avdlin dense
with trace2*
,3 SS
•**•
Brown fin* to Mdlia sand (Sr) - with tract Of silt • traco ofcearst sand - tract of gravil • aolst - miiim dcnst to dtnst
SS Vss
Craylsh brown clayty silt (Ml) - with tract of sand - I ftwthin layers of rtddlsh brown sllty city (CD btlow 25.0 fttt•01 st - very stiff
End of loMnglorfnj advanced to 14.0 fttt with solid itwa augtrloring advanced frm 14.0 to 2C.S fttt with rock bit andwash water19.0 fttt of hV casing ustd2 inch PVC well Installed at 24.7 fttt with protector piptand lock
«•:»« tirtt. onstii»t>fv<s
OF WIS_ MC.540 LAMOFAU STNCET
GHEEN MY. «ns M303
Moximi >iA»itce
O* 5i0»«i«
,,738
1.7. a?
JEL
The MfJtilie.ilion linci rrfonpni me •p^rennute Dduna.i'yb«i««en toil iron «nd mt IIWIHIKMI HUT *<• o«M«*'
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llII11,18 Ii1\0j, •
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LOG OP BORING NO. W-10G*"Nt" Foth I Yin Oyk* and AssocUtes. Inc.FTff —————————— PROJECT NAME
H»nHowoe County. Uisconiln Lei*«rger Landfill
1!*r• •••__^«^ •••B
^ •1"
•MBMW
— tflr
. ^ Hi
^^^ •i^^^^M
-n--t*r<^M^ *«
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—————————
MBB1M
^H^ HM
^ ••••i
————
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ociourriOM or MATIMM.
* «un>«ct lUv»T!OO
Brown sllty Mnd - with ora«tl - frost to 1.0 fttt
Cray fin* to coartt sand - «1th oravtl
Brown sllty clay
Cnd of BoringBoring advanctd to IS. S f*tt with solid stM augerBoring not uapltd • subsurface Information obtained fro*driller's field log2 inch >VC Mil installed at U.S feet nth protector pipeand lock
J-
P
1 1 ) « 1PIAITC ' w»Tt» ' uauelam « cOKitNi % LWIT »
r™r"T -r nncutBn Kom/nj
••1C" 1C HI OOll«v*'iO*i *O*MO itiHtlO• I• I
«.S' w.O. W\ P5T1N? ?fB¥iq[5 »o«Ne eoM^nraic* *c« "ftt ««ii me ma Lnt /»
MO LAMBCAU STUCET OM«m JPJOWEN BAY. WIS. S43XJJ jo, t U7JJ
Th« *i>aulicM>an Imn feorcui
:— '\* »
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•*~0«0 CMT•MTIT 1 of 1
M •«• •oproumMC MuMa'TOClVC fl toil lypRS tfl9 wIC IfjNttltiOft M9V DC yJIWWl.
H
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LOG OF BORING NO. HW-11OVVNER U Foth t Van Dyke and Assoc ia tes . Inc.
S'TE Hanltowoc County. Wisconsin Ltsttrgtr Landfill
iy
^ MM
— »#•
-w-
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2
3
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————
————
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——
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——
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ll
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ss
ss
ST
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MtCOnOX W MATIMM,
§1 tmv*ci m»»roM-»~ ~To»M<r 0*rk brown organic sandy silt (01 ) - with tract of
•rtvtl • wist - frost to 1.0 fctt • "11 d Itachatt odor
Irown fin* to wdlia sand (SP) - with tract of silt •= oravtl • Mist - wdlua dtnst • BOdtratt Itachatt odo
u Rtddish brown sflty city (Cl.) • with tract of sand -twist • vtry stiff - Mdtratt Itachatt odor
tnct of•
Cray clayey silt (KL) • with tract of sand • Mist • hard ••lid Itachate odor
ltddlsh brown sllty clay (CL) • with tract of und • tract ofjrawl • Mist - wry stiff
Light brown sllty fin* to coars* sand and |r*v*l (SM-W) .idtli cobbles - wtt - txtrwtly dens*
CONT1NUCO
•i»iWl
«.0-S.U- M.O. $Dl1 U>llNfi SFIVtCfS•c* *e* O* ""S WC
S40 LAMBEAU STREETCHECH BAY. MS. MX]
The iti.tlilicatien tM»«« wi upc»
UMT
o>n
wr.
iM /F
T.
S
——————— 0 ———————i t a « »
K*ST« wmn iiouoIMIT % CONTINT % UHll %
STMBUO -r RMiurio* «oirj'nj
•OM>O SUHIfOnrMMO eoMvicita•no Wt ?!OHM* jpjjet* 1)738
I
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J.jf.JJ1—HWtw<N UK«*»BO»CO (XTSMUT l or ?
mn 'eo«rncm tttr »pn'Onm.vt bovnJ 'vand It* lonniion nu« fr t'MoJ'
*
&
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f II I1 1
LOG OF BOBINQ NO- ^'-H Continued
IIIII
III M
II
I II II I• I
II•
I E=
I |I III
Fotn I Vin Dyke ind Assodites, Inc.s,7r PROJECT NAME
Min1tot.cc County. Wisconsin Lemberger Lindflll
i!
-W-
PV^BM
iw
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———— -
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, OUOWTOH or MATfMM.
1i
* tuMAC! IUVATIOM*>
mrrimcD
alight brown »11ty fin* to eotrtt und «nd grivtl (SM-SH) •with cobblct - wtt • txtr*j*!y oenw
Q
App«rcnt boulder or bedrock
End of BoringBoring advinctd to S.O feet irltfc solid itt> lugtrBoring advanced fro* S.O to 64.0 feet with rock bit indbentonlte drilling Mid2 inch PVC wtll insulltd it (3.S fctt with protector plptind lock
t-s
•
LIMITX--rweu
* f ' *« 1MTCK l«UO% CONTIMT » LMFT %
~~~~ < L~~~~~^
• n
4.0-5.0* U.O. 5011 TOTING SfRtfCR HO-wm cOM^Lrrtoten * C « or wi£ MC **G OC 75
MO LAMBCAU STHCFT O«UMI Jf JC«EEM BAV. WiS MJ03 jfw , 11738
The •unification line* team*between toil tvoet end me I'm
9 M U
IIe
—————— H??IB? —«oorww vi•»»«0>CO (XT•MTtT 2 Of ?
m me appfoiinwie oounOvi•tiiHMt may be Qt»Ouai
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1
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11
GA^-
SlT£ Manttowoc County. Wisconsin
il>4
——
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——
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AACnii E.^-LNuiNceRPoth 1 Yin Dyke ind «ssoc1»t* j . Inc.
PROJECT NAMELcnberger landfill
„ DCSCJOTION Or MATIMM.c
' MWACt flfV»TION-»
Brown silty flnt to coarse sand (SM) • with tract to tgravtl - tract of topsoll Inclusions and roots • "OtstCo KO fontBrown f mi to coarit sand liP) - Mftn tr
" Kttlt gravtl - vtry xoUt - nedlun dtns
_ Grayish brown clayty silt (Ml) • <rlth sagravel - a few thin layers of reddish bnbtlow 14.0 fett - tnlst - vtry stiff - •above 10.$ feet
little• frost
ace of silt - trace to ae • "lid Itachttt odor
m sand • trace of fineown silty clay (a)tld leachate odor
End of BoringBoring advanctd to 1S.S feet vlth solid stt* augert inch PVC veil installed at 13.0 feet vlth protector pipeand lock
• 1
SV•I
J 0' u n triii Ifjljten «c« • nf fyi
I.I' After i«n installed ua LAUMAU ftrnrrrcnECN MV. wts MJOI
Tb
he siMMicntion t•iween twf Iroet
s-punCOfttimo UMfllU'il &'• «bin )fl«i fr '
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SITEWanitowo: County, Wisconsin
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ARCHITECT ENGINEER ' 'Pot*) 1 Van Dyke jnd 'ssociatii. _!«:
PROJECT NAMELembfoer Lindftll
DIAl
Fill: Clayey und and gravel cover Material - frost to 2.0feet
Refuse fill
Light brown and gray sflty fine to e»d1u» und (SH) . withtrace of silt pockets - trace of coarse und and fine gravel -•out - dense - strong leachate odor
* \Cray1sh brown clayey silt (ML) » with trace of und • wist • ,\strong leachate odor /
End of SoringBoring advanced to 26.0 feet with solid sten auger2 Inch PVC Mil installed at 24. S feet with protector pipeand lock
•
S-p 1 1 1 * 1PllSTC ««Tf« LIQUIDtiuir « cONTCxt % iiuir %« _ _ _ _ _ - » . _ _ _ _ _ £liueut -r nnnitiM «wn/nj
I* o- u n $011 immfi sumrrs «*.« a**™iC« «CB or wis INC »«l CHt 7S
70 n< 1 • KO LAMREAU STREET O«»* J»JGREEN BAY. WIS S4103 jw, , ]17J|
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SOIL TISTINO S f R V I C E SOF WISCONSIN, INC.
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APPENDIX E
SOIL BORINGS AND MONITORING WELL CONSTRUCTION
FOR LOCATIONS USED IN STUDY
WASTE MANAGEMENT RIDGEVIEW SITE
SOIL expLORabon
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aD
NO. 2-1
BOK1NC, AND TIST PIT SUMMARYKIDCEVini LANDFILL
tcrtng
1234J67
— » 7A—— »>7A
891011121}14IS1617IS192021242526272829
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WellTcp
Depth Type* Elevation
JO. 43230.}123231. S31.)2S.O10.031.531. S423231.33231.31.41.31.3230.41.30.35031. S4061. SS23*•0.335. »60IS30.0s.s2S702570»7.352
——21.521.5•53.048.048.0S6.021. •21.2100.0032.538.021.526. S
Hi tomtit Tloring (no well)Kaier T«bl« WellPsrttal Pletooeiptneiraies storeT«: fit
857.2——__859.2__————860.24860.33__891.90——857.37——__...__898.66874.88859.99918.86897.52896.10
TT 876.17TT 851.29FP 857.59PP • 902.1TT 912.7PP 861.27P 862.78PP 866.19PP 888.60W 862.83P 862.32V 858.12P 858.14» 4*2.04P 862.04P 856. 0P ——V 904.6— 182.67— Ml. 27
863.30863.03________
IP ——TP ——
903____...——
ihin one water teble)
GroundSufficeElevation
856.5863.3847.1857.7•64.2869.5•65.3•58.23858.33874.8897.)•83.0•56.5904.5•96.0•69.9• 71.7•97.66873.888)8.69918.11895.52896.50•73.47848.99157.59902.1910.2•60.47•60.72•64.15••6.87•61.22•60.32•56.0•56.0•64.32•64.32• 57.i-)
__••0.17Ml. 27
- (60.93•60.77881.10.906.30903.60905.1089.7.20905.60901891.9893.2881.0891.0
STS .Uxn .HU .FVD .
WellDrilled IDty When (In.)
STS 7/28/74 1.2)STS 7/29/74 _STS 7/29/74 _STS 7/29/74 1.2)STS 6/30/74 _STS 8/1/74 _STS 7/30/74 —STS 7/7/81 2STS 7/7/81 2STS 7/30/74 _STS 8/1/74 1.2)STS 7/30/74 —STS 7/31/74 1.23STS 7/31/74 _STS 7/31/74 —STS 7/31/74 _STS 8/1/74 _STS 10/9/74 1.23STS 10/9/74 1.2)STS 10/9/74 1.2)STS 10/10/74 1.2)STS 10/10/74 1.2)STS 10/11/74 1.25STS 10/2/7* 2STS 10/11/71 2STS 10/12/78 2STS 10/13/78 2STS 10/13/78 2—— —— 2STS 2/6/80 2STS 2/8/80 2STS 2/8/80 2STS 2/7/80 2STS 7/8/81 2STS 7/7/81 2STS 7/7/81 2STS 7/14/81 1STS 7/9/81 2STS l/7/il 2Vffl 9/20/792VZ« 8/15/7* 2—— —— 1.25—— —— 1.2)
KLt 2/10/83 2MLB 2/10/83 2ML! 12/7/82 —ML* 12/7/82 —ML! 2/14/83 —ML! 2/16/83 —rvo 2/15/83 —PVD 2/10/83 —STS 7/15/81 2STS 3/26/81 —STS 3/26/81 —STS 3/26/81 —STS 3/27/81 —
Sell Testing ServicesWariyn Engineering
NewNo.
_____„__. _ _____^_____________....____________._........________...__. —____________— •
WS13637______. — -————__——___.——...——
Miller Consulting Engineer*FOTH • VAN DYKE and AtiocUtet,
Cotnnent •
—— Destroyed or removed.
—— Destroyed or removed.
Deitroved or removed.Destroyed or removed.Destroyed or removed.Locicion unknown.Loc a c1on unknown.Location unknown.Eeswved.Destroyed or removed.
—— Destroyed or removed.
—— Destroyed or removed.
No boring Information.replaced.He boring Information.replaced.
Inc.
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..-- 5/11/53
•r s - i r cT Ridgeviev Regional Sanitary Landfill
IU1RINC LOCATION
• fL 'RTACE ELEVATION
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5
SA
. 6
•
is•.1918
15
30
47
38
Ul •
2.5
4.0
B O R I N C NO
JOB NO.
7 -A
WM8303
BORlNf. DEPTH 85.0" . Z S.o
SOIL CLASSIFICATION(VISUAL)
Brown silt? CLAY., witjj. v^vt<L WJ,Brown reddish silcy CLAY, with traceof sand (CD
Brownish red Bediua SAND with silt (SK)
Reddish brown silty CLAY, with gravel(CDSue
Brown «»<Hu™^{j^r«« SAND w/gr»v«l ^5P1
Brown SILT with f tn» und fML— CT.^
Sa»e
,
ENGINEERSREMARKS
! DATA: WATER LEVEL INFORMATIONj-Final leg prepared fro* STS field log of 7-J-I - ——————————————————————————————•-Installed 2" PVC well to 23.7 ft. w/5 ft.^screen. See accompany ing well diagram.|_ LOT BYt MJN
B l' AT MTU.IK: 3.0 w.5.. 1.2BCK
HOtmS AFTER DRILLING »o Data
FOTH * VAN'DYKE and AsHOclates, Inc.
![Page 66: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/66.jpg)
5/11/83
Kot rcT Ridgeview Regional Sanitary Landfill
ii.ii;! NC. t/lCATTON
ScKFACF
nr.i 'TiiOF
STRATA
0-10'
ELEVATION ___
DEPTHSAMPLETAKEN SA
MPL
ETY
PE
P. A.
•
858.33
as (A H
§ U.
«o. \i
RORTNf. NO
JOB NO.
7-B
WM8303
HORINC. DEPTH 10'
SOIL CLASSIFICATION(VISUAL)
No sampling, power auger ed to 10 f t . ,installed well.
"
*
•
ENGINEERSREMARKS
___
iii
M1LI.T**: DATA:-Final log prepared froa STS field log of 7-7--Installed 2 in. PVC well to 10 ft. w/5 ft.
screen. See accompanying well diagram.LOt: BY: MJN
eWATER LEVEL INFORMA"ION
l* AT Dnit.UNC No data
HOURS AFTER DRILLING No data
I FOTH i VAN DYKE and Acnociatei. Inc.
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(S-30)L -- .. v . . * j 2 • • • •
•JV ^l lC.i . Ow JI..-W
REStDL'ALS »tA,N'ACE.ENT TE-HSOLOCY, T.NC.PROJECT: T^hfr?er Landf i l lLWtATios: M,njtpuoc C o - > WisconsinDRILLED BY: 5T5 — Green B«v. WI
jvi :,o. ; :c:.x-"::soaisc NO.: 32SCRfACE ELSV.:SHEET SO. : 1/2
SA.MPLE
Recovery
Vo
1
2
3
4
5
6
7
8
Type
AS
ss
ss
ss
ss
ss
ss
ss•
X
X
X
X
X
X
X
•
X
Molt
M
M
M
M
M
V
M
M
Cure
M D«pch
.
36
11
31
49
42
36
41
=-
~ 3-
~ 10-
•
" 13-•»^ •B
M^M••»HH|
»
^ »
— 20 -•»••»
^ «•(••
l »••••»
" 'S-••Mi Bt
^ ^V^ ^••
=-30-«•^ ^
i«i»
H »B
M^
-35-B
M*
^ •»
i^ i»^
=-40 -
VISUAL CLASSIFICATION
•nd X«a«rks
Brovn, medium dtn»«, tilty fint toMdixm SAND littl* clay (SM)
Brown, dens*, fia* to eoarst SAND,little fin* to coarse grivtl trace•ilt. clay (SV)
Red-brown , MdiuB stiff, tllty CLAY,little fine to aedlua sand, tracegravel (CL)
«
Brown, dense, fine to coarse SAND,little fine to medium (ravel, trace•ilt. clay (SV)
Red-farovn, stiff to verr stiff, siltyCLAY, trace sand, gravel (CL)
CENC2AL MUTESSTART: 2-6-80COMPLETE: 2-7-80*IC: pichcCWEW CHIEK: Eltn.rDRILLING JCTHOO: D.C. 0-15'
F.A. 15-80.5
- - WATER LKVCL OiSEIVAllOSSWHILE DRILLING:
_UPON COMPLETION: 1.5' Before Casing RetMvalTINE AFTER DRILLI&: A.C.R.DEPTH OF. WATER: l.o"DEPTH OF CAVE-IX:
![Page 68: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/68.jpg)
IIIIIIIIIIII
B-38(a>
I
II
LuO OF r i iT BO .% INC
RESIDUALS MVSAGEMEVT TECHNOLOGY, INC.PROJECT: Lenbfrper LandfillLOCATION: Manicowoc Co.. WisconsinDRILLED BY: STS — Cr**n Bav. WT
JOB NO. : 2 0 U X - 7 0 C O
BORIJIC NO. : 32SURFACE CLEV.:
SHEET NO. : 2/2
SAMPLERecovery
No.
9
10
11
12
13
Type
SS
ss
SS
-
ss
ss
X
X
X
X
X
Haiti
M
M
H
M
H
ura
N
72
120
>2/fl
75/:
110,
Depth
B»
™ A «
~ 50-»^ •»
^ i»
Mi*
"33-^
•••^
EIso-L.
M B
~ 65 _MV
•••V
B
•H B
••
=-70-*i ^•i••
• v
-75^ ^•^ •B
H-SO -I M
••••v
-35 -
VISUAL CLASSIFICATION
and Remarks
Red-brown, very dense, very fine sandySILT, occasional fine Co coarse sand
~V lenses (ML) (Many cobbles & boulders\ encouncered belov 42* depch)
Llghc gray-brown, very dense fine Cocoarse sandy GRAVEL, crace silt (CV)
Llghe brown, very dense, fine sandySILT, some fine Co medium gravel, craceclay (XL)
Very dense, weaehered DOLOMITE, possiblebedrock
End of Boring at 80.3*
Drilling fluid wlch revert used.
![Page 69: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/69.jpg)
1 -»,rrr RIDCEVIEW LANDFILL m^™,, Manitowoc. Wisconsin——— i .- ——— —ft'l™** +860.93 JB*W> 8626-83 Q.««T WASTE MANAGEMENT OF W I S C O N S I N . ISC^
l/~l HMCMMAn M BATutf- Boring, location and elevations supplied bv Foth 4 Van Dvtcc & Assoc1 \^ ' Green Bav. Wls--""^ i
L
|-5
Lio
-15
V»»»\J
«?<^T
-oo—
i 1SOIL DESCRIPTION f»J iSJ/.J———— _J! —— M ——
Hoist Dk Brovn Soft Siltr LOAM 8" l OL
Dry Light Grey Brovn DenseSilty Fine to Coarse GRAVEL
5'aa— oiW-.M0!-*^ Reddish Brovn Dense Clayey
ssol7*JJfii'
ss-V1 US-161
-20
-35
•
SILT, little fine gravel
Occasional 3" cobbles notedfroa 10 to 17 feet
12V
Hoist Light Grey Brovn DenseSilty Fiae to Coarse GRAVEL
17'
Vet Reddish Brovn Moderately
s£ulT
194-21«
•
Dense to Dense Fine Sandy SILT
2iy
END OF BORING AT 21% FEET
ELEVATION +839.4
GROUNOWATER MEASUREMENTSet»»» »r CDML rii-y^ »T c*-f •— «••- ^L_ »T
IHia«1;•{tt
f ',1
inrj.rj-\-'j
h
SM-S?
1
•
»
. ML-CL
»
»
mSM-SP
.ML
-•
!
•
——
9
"
69
38
54
34
99R\4
y1£
•H
•
g
'
Top <El«v<
2" Iv/lQtip
T1P j - J
/ „r*
f 2"tion
3) PV<ft p
at 2(EleVatloi
Tt$T»
—— 00 ——PVC Pipe+863.30
•1
-
•
M
Pipeerforated
ft+840.9 •
DRILLING ft SAMPUNG NOTES
r«. Voss fc Harvev .^ L^E "SB ———-t,-tf o" USA per ASTT. ali52. yiiJ*» — ——— -
![Page 70: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/70.jpg)
BORING LOG OF TEST HOLE NO. B37R
»«ojtcT RIDCEVIEW LANDFILL IDCAT.OI. Manitowoc. Wisconsin£•"?£« +ftf.n.77 ....«, 8626-83 f O.*«T WASTE MANAGEMENT OF WISCONSIN. INC.
9 'oerrw
-5
-10
-15
-20
.25
SAM I*ocrr«
w _ ^ ^^
ST-20"4«s-7'
ST-13"
ttxiiA.. MOATUM Boring location and elevations supplied bv Foth & Van Dvke 6 Assoc.
SOIL DESCRIPTION
Moist Dk Brown Soft Siltv LOAM B1
Moist Reddish Brown Stiff ClayeySILT, little fine gravel
- '
11'»"5-A* |__ _ _.
SS-11"
Moist Dark Brown Stiff ClayeySILT
.
Occasional cobbles noted from11 to 21 feet
194'Wet Grey Bvown Dense Fine to
SS-14" hediun SAND, little silt noted -
END OF BORING AT 2lH FEET
ELEVATION +839.3
GROUNOWATER MEASUREMENTS- f - T »T /•!•*«•» TW«i »T CAwf .u nf»t« •» 1 »T. .,~
,™
1
«t
9f
I
0
?n
CLASS IF.
1 OL
'
-
, ML-CL
•.
• ML-CL•
•
•SM-SP-
•
•
•
Crsfti;
"
19
39
-
4.544.544.54
4.544.54
1
2w
U TE,
1
RayLL
TopElev1
' ID'10 f•P
P «t.evat
, Ui<s
r«
nf 2'atior
»VC !: pec
20 fLon 4
1
rnr5<ffn
OTnC* LAa.TESTS
00PVC Pipe4-863.03
•
—
.
-
ipeforated
t)40.8
DRILLING a SAMPLING NOTESr\»rr «ci>i> ^-1fl-9T CA»t r»«<«t ' ' -in.C^
-«i» Voss & Harv-iv .- C*T -5B
-—— -tLK 5 ,,,. »;-« -M .!,•> n i i a«L
![Page 71: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/71.jpg)
5/1; '33
^ R O I T C T Rid&eviev Regional Sanitary Landfill
• u i R T N C LOCATION
SURFACE
OFSTRATA
1 ——————
1
1
1
1
1 ———
1
1
1
ELEVATION 85
DEl'THSAMPLETAKEN SA
MPL
ETY
PE
PA
I SA
MPL
E1
NUM
BER
3 U.
isa.
..
HU) •if XU 1*15 a.a.
BORING NO
JOB NO.
38
UM8303
BORINO DEPTH 8 '5 f t>
SOIL CLASSIFICATTON(VISUAL)
Power auger ed to 8. 5 ft. and installedwell, no sampling.
-
•
_
ENGINEERSREMARKS
_
_
^
__
_
_
_
__
_
_.
•
_
_
—
_«.
.
--
—
MitLTrr: HATA: WATER LEVKL INFORMATION*-Final log prepared from SIS field logs of '
-Installed 2 in. PVC well co 8.S ft. w/S ft.,- *rr**n
V*e accompanying well dlacrom. .„• LOC BY: MJw .
AT ORTI.LINO S . S t o B . O V . D .
HOttHS AFTER MILLING
FOTH 4 VAN DYKE and Associate!. Inc.
![Page 72: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/72.jpg)
Lor: OF TEST firm INC5/11/83
1 rnoir.cT
IM'RINC. L
I SURFACE
nr.nn| OF• STRATA
0-2. 51
i.luy
ta—Iri "
ii
Ridgeview Regional Sanitary Landfill
nCATION
ELEVATION 856
OEl'THSAMPLETAKEN
wa. ta
SE
PA
SAM
PLE
NUM
BER
U> H3 u.
« ul POCK
ETPE
N.
BORING NO
JOB NO.
39
WW8303
BORING DEPTH 25 ft.
SOIL CLASSIFICATION
Power augered to 25 ft. and installedwell, no sampling.
ENGINEERSREMARKS
LP'ILLTNC T5ATA: WATER L-Final log"
. 7-7-81.[-Installed__ screen.
prepared iron STS t ield
2 in.
See accompanying
PVC
well
well to 23.8
diagram.LOG BY :
logs of
f t . w/5 f t .
MJN
AT OR 11 HNG
HOURS AFTER
EVKL INFORMA
Mo Data
DRILLING
"ION
No Data
FOTH fc VAN DYKE and Associates, Inc.
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PROIF.CT Ridgeview Regional Sanirary Landfill BDRISf. MO 42
H D R I N C LnCATIOH JOB NO. WM8303
SURFACE
ni'.PTIIOF
STRATA
0-4'
4.0-10'
10-15
-23.5'
5-37.5'
'5-50.0'
!
ELEVATION 856 BORING DEPTH 70'
DEI'THSAMPLETAKEN
0-1.5'2.0-3.5
4.0-5.56.0-7.58.0-9.5
10.0-11.
15.0-16.20.0-22.
5-26.530.0-31.35-36.5'
40-40.545-45.4
•
bta. ta
S£ssss
ssssss
)' SS
5' SS)' SS
sssssss
ssss
ssa, a
12
345
6
7a
91011
1213
CO HJ U.
• wa.
724
.
281529
14
19
322920
loun<ioun<
w .^ zCJ wO a.a.
1.02.0
2.5
3.0
2.0
ing
^3
SOIL CLASSIFICATION
Dark brown silty CLAY w/roots, gravel (Brownish gray hardpan (clay and gravel)
Brownish red silty CLAY w/large gravel.SameSame
Brown medium-fine silty SAND (SM)
Brownish red SILT w/clay (ML-CL)Grayish brown SILT (ML)
Brownish red silty CLAY (CL)SaneBrownish silty CLAY, w/sand (CL)
Brown gravelSane
(Continued)
ENGINEERSREMARKS
:L)(CL)
sand (CL)Cobbles from 1-8'Lose sample, triedtwice cased to 10* .
.
10Z Water loss 8 30Cobbles 0 34'
Cobbles froa 40.5to 70'.
* ILL! Mr DATA:-Final log tram STS field logs of-Installed 2 in. PVC well co 69.0*
WATER LEVEL INFORMATION7-7^41.with 5 fC.
screen.
See accompanying well du£jraa.LOC ' BY: MJN-
AT DRILLING *-°' W
NoHOURS AFTER DRILLING
Data
FOTH 4 VAN DYKE and Atftoclatrft. Inc.
![Page 74: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/74.jpg)
LOC OF TEST B O R T N f i1 nATr J / n / o j
PROTPCT Ridgeview Regional Sanitary Landfill
H O R I N C LOCATION
SURFACE
nr.PTHOF
STRATA
50-561
56-70
I
1
1
1 ——
1
1
i
ELEVATION 856
DEI'THSAMPLETAKEN
50-50.7
55-55.1
55-70'
SAM
PLE
TYPE
SSss
RB
ifu15
M h*isa.
70/2'Bou
B .tt X
.7CS8
BORING NO
JOB NO.
42
WM8303
BORING DEPTH 70'
SOIL CLASSIFICATION(VISUAL)
Brownish white hard pan (weatheredbedrock and gravel) bedrock at 56'.
Limestone bedrock.
ENGINEERSREMARKS
Lost sample.
.
.
tWILLT*: tWVTA: WATER LEVF.L TNFORMA-ION
1 -Final log from STS field log of 7-7-81.-Instiled 2 in. PVC well to 69.0' with 5 ft.screen.
1 See accompanying well diagram.LOC BY: KJW .
AT ORTl.LINn
HOICKS AFTER DRILLING
I FOTH fc VAN DYKE and Asuoclatts. Inc.
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TtCHNICIAH • y- L*ORILLER_± /HflPfg /4. S~RIG NO. f?
SURFACE ELEV. _________BORING STARTED T'-Xc) -BORING COMPLETED f- J5~ 81STATION_______________OFF SET.
eillM §AT M40NI |4I4| 4t4.fl|4
WAUIAU niONf MAIOUini rMONtI4I-I1U
J-0'
WATER LEVELWL:______WS OR WDWL«————BCR
'/ACRHr. A.B
JOB HO. ///Vg, BORING NO.^W-^7 CLIENT ^jv &*#*,<£ A A/PV&f'^ WEATHER tf£>T~
!«A
^
Depth
B
O^>
£)Aifffi5&.C
ftofr •#.0
ortian
£
T07.0Wfl*0fl
7?,o7tfP>0,ooo,0
M
5 o
«A
ty
£'/
M
t&
ftft
^
V<rJ•g
PEMETIATIOM RECORD
SpliC Spoon Bl<
6"
^ •
•
-.
6"
-2 F(
••
-
?oA ' •J- •"
6"
teC —
. **'• i
>uft
6"
•i
1
Len«
chR
ecov
ered
in F
eet
qp
Pen
ecro
m-
ecer
Tea
cin
TS
FS
crac
a C
hang
e
fflfl
Sanpl* DescripCloa
-A. /:;.(» ,y ^y* /ciX./>7'y-r>y A>-^.^^,^Ae_
Si /? *"(*£- /'yb/9'&. n. rf) oAL^*\.-/* j.urtr ^^r ifxr/7 X^x.i. s/*r.rf **•</{ ** //6 /C'r\^t^*^^. *^ fi*r~
_^ y y*1^ ^ /T^^*
^f~*~~.J
•
*T~*/<-TAi.i-f/} 6*s fit—
x- .
yt (0 lj
^K,
ABBRCVIATIONgr.T-FUh TallWO-W*«lt Out• T.-*h«lky Tub*• •.-•pill IpoonD B -DltmoiKl Bitr A -Pow«r AugerH B-Rock BitW S -Whll« SampllnfW D-Whllt DrtllmiB.C.M.-Btlort Cuing
A.CIt-AfUr CtilncRtnwvcl
A.B.'Aflcr Bodnf
OIU CREW CKCCI U3T
CAVE Of UVELi
While DfHIInf wid
Afttr Borlnr \
WATOI IOIS. :
Al ,. .._ .To
r*rc*nt LMI . ——— ——
•OOIDUS Ol OISTRUCTlDhS.
M VK.& T.1. T.
AITUIAM fBESSUEC.
H \Hilfhl •! adtl HIMu c&«Uf — Xj. ——
V\
r
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Iil
i1
1
iB
•
BORING LOG OF TEST HOLE NORIDCSVirj ULTOFIU, - MA.NIT
••£ tfT melTtOM .
{.1
9
•
_ 5
. 10
_ 15
_ 20
25
OE»T
*»Tt
&/TI
'lr!o« Unknown jei Mo 867 8
i
*«hv00
SS-171
44-6'
SS-14"94-1 r
SS-12"
194-21'
SS-12"44-26'
GROl
VI /»ttOftAIH C* OATW n^n
SOIL DESCRIPTION
TOPSOIL, clayey silt, s t i f f , darkbrown, moist -'
SILTY CLAY - very stiff to hard,grey brown, moist, trace sand,trace f ine gravel.
COBBLES noted at 20'
"23 '
SANDY SILT - medium dense, greybrown, saturated, trace fin*gravel
27'
BORING CONTINUES ON NEXT PAGE
JNDWATER MEASUREMENTS
.*»« *r ACTTB MM rr
——— ^« ——— rr ».T,. ——— -« ———
B--35
OWOC COUNTY , W I S C O N S I N
cv.r«T WASTE MANAGEMENT OF W I S C O N S I N
»•
7
///
.'• ;
OATcmWE
CLlJJ I f
r cl
cl
_
»
ml
N
12
10
13
40
16
»
3.22.01.5
2.22.02.5
3.74.03.7
4.54.24.5
S
——
CL
»t
~
V
LI. 8
13.0
12.0
11.1
17.0
TJST»
no
J
-
DRILLING a SAMPLING NOTESr«,u- 6-12-84 ^rr, —— 6-12-84«Voss, Pittner & Jensen • iO CME 4 SBr— 8" HSA. ASTM n i f>-> (. n» lot ————————
^K-LEB CONSULTING 6NGINEEP3
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I..„.,,, R I D C E V I - W LAKDFILL ^AT,OM MAN::OWGC CO'.VTYh?'i?,cN Unknown ,„. WQ 8678 n..r«t WASTE MANAGEMENT OF WISCONSIN
9
•
- 30
- 35
" 40
- 50
0£»T
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00
SS-8"294-31
SS-7"
4^-46
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SS-6"
(•ICMMAM O« 3«TViW N/ A
SOIL DESCRIPTION
BORING CONTINUES AT 27'
27'SILTY SAND - mediua dense,light grey brown, saturated,fine grained.
35'
SILTY CLAY - very stiff, greybrown - moist, varied, tracefine gravel
42'SAND AND GRAVEL - medium dens*to very dense, light brown,saturated
52'
BORING CONTINUES OH NEXT PACE
GROUNOWATER MEASUREMENTS^
• ^>tt 99 terrm MM . PT
• "~"
JTM
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1m,PI!%£
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V.VQ**, Pittner 4 Jensen •IB CME 45Br-^^" HSA. ASTM D14S2 & Dl SS6 —— ——————— —
it TlfMO
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lIlllll
• BORING LOG OF TEST HOLE NORIDCEVIEW LA.S3FILL ^irm* HANI"
B'--93
rowoc COUNTY; WISCONSINw»'.cc Unknown . 8678 ^ , T WASTE MANAGEMENT OF WISCONSIN
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SOIL DESCRIPTION
, ——————————————— ' SUHF4CC ———————————————
BORING CONTINUES AT 52'52'
COARSE sand & gravel 53'
SANDY SILT - very dense greybrown, saturated with coarsegravel, rock fragments
59'
AUGER refusal at 59' ,Niagara dolomite
END OF BORING AT 59'
JNOWATER MEASUREMENTS
STM
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(ME 45BT-» 8" HSA, ASTM D1452 4 D1586
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A
i JOB NO. 11 nft^ JOB l^f ,, £ * f> ~. /•./"> t r, <jdjTj_ / ?
CLIENT..,
WELL No. ~) A DATE INSTALLED r7""7—A/
iI
iiiili
Concretei-(Cross out If not used)
ii
Stick Up
Bentonite Powder
BackfillMaterial
a rTJ
Bentoni te Pel lets(Cross Out If Not Used)
Pea Graveconcrete andOn- Site Sand(Circle One)
Installed Protector Pipe?
/•Nominal Diameter of PVC
0 "p* Inches
Material
OcT
Double-wrapped Slotted PVC
Length SlottedPvc
INSTALLATION'• Did the bentonite pellets hang up?
• Did you have to drive the protector p-p-- J"- -• Did you install • lock on the protector p!pe?*Jl:r
If so, who has the^keys?. '"'
pit*?
ir so, wno nas tne^Keysr _____________- -^**• Did the PVC cone up when you removed the casing?5- Was the well bailed?•• Were water7- Was a PVC cap
it PI i i ma i __________———————^^——————————————level readings taken after the well was installed?.:ap installed on bottom of well? l/'r^_____ _
/ •
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pp STS JOB NO.
FIELD WELL INSTALLATION DIAGRAM - Acs INSTALLED
JOB
C L I E N T
| WELL NO. 7-g"yfp DATE INSTALLED 7* ^-
P
P -
P
P ^^
* ^
P
PI
J
iI
INSTAI 1 ATTP
Xi
PVu10
V.3
10 (
1 ^
i1 ^P ^
Cir\
• >i
^
N
• ' Did the bentonite f^^. Did you have to dr
3. Did you Instal 1 a•1 1 f so, who has the^- Did the PVC come uf
5- Was the well bai lee
kStick UpPConcrete
>(Cross out if not used)
Bentonite Powderr
i
BackfillMaterial
r
Bentonite Pellets
r(Cross Out If Not Used)
J^ef UrajvaJ>Concrete SandOn-Slte Sand(Circle One)'
IMaterial 1
1—— TlQtfl Jlf ——— |
1
*
i'»»Uet* ht«o up? _., T*^
••MH
™
$ ——— Installed Protector Pipe? ;>£/
'
_ Nominal Diameter of PVC
/ O 'tf S ,,_ Inches.
• Double-wrapped Slotted PVC/~" with Mlrafi? M?/
Length Slotted ^ *rjPVC 9»*
1 »
11
0ve the protector pipe? — //# ————————————————————————ock on the protector pipe?Ir*y0 -——
> when you removed the casirIT __ __ —————— *
»'/?//
ig? )"> - -P -»
Were water level readings taken after the wel l was Instal led?.Was a PVC cap instal led on bottom of wel l? Vf •£____ _
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¥
PP
P
PPPPPPPP
% I C N . 7 " I Y G ' » E 1 L L . 'oTALLAT I IS D A T A
....T W a s t e Managemen t of W i s c o n s i n , Inc. AT, 2-10-83 .„ VossRidgeview Landfil l
CM«exao3-30-83 G o e h r i n z -
•» *
Top of PVC TA.Pipe Elev. +863.30 Boring No. 36R
Drill ing Crew Voss 5 Harvey
All depth measurements assumed to befrom the ground surface unlessotherwise indicated.
) D«pth to Bottom of We l l Pipe
2) Depth to Bottom of Bentor.ite-* S..1 10 Ft.
Ft.
Depth to Top of Bentonite Seal Ft
©4j Length and Type of Wel l Tip10 Ft. 2" Dia. Slotted PVC
T) Length of Pipe Above W e l l Tip 12 Ft.• 2" Dia.
T) Type of Packing Around W e l l Tip^ 3/8" Pea Gravel
) Concrete Cap Yes No
®
®
Height of Pipe or Casing AboveGround 3 Ft.
Protective Casing X YesLocking Cap X Yes ___ ^No
Type of Backf i l lBentonite/Cenent Slurry
No
Total Depth of Soring 211 Ft.
MILLER CONSULTINIC) CNGINCCR*
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IIi»i0I*
*•
0*
M O N I T O R I N G W E L L INSTALLATION DATA
Waste Management of Wisconsin. Inc.
Ridgeview Landfill
8626-83
2-10-83
3-30-83
Voss
Geohring
Top of PVCPipe Elev. +863.03 Boring No.
Drilling r..w Voss t Harvey
All depth measurements assumed to befrom the ground surface unlessotherwise indicated.
Depth to Bottom of Well Pipe 20
Depth to Bottom of BentoniteSeal 10 Ft.
7) Depth to Top of Bentonite Seal _»——Ft
Length and Type of Well Tipjo ct-, 2" Dia. Slotted PVC
) Length of Pipe Above Well Tip _H_Ft.• 2__Dia.
Type of Packing Around Well Tip3/8" Pea Gravel
Concrete Cap * Ye>
Height of Pipe or Casing AboveGround 3 Ft.
Protective Casing X YesLocking Cap X Yes No
(10) Type of BackfillPentonite/Cement Slurry______
,'TT) Total Depth of Boring 2*i Ft.
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SIS Jca NO. //
CLIENT
JOB
WELL NO. DATE INSTALLED "7- 'T'-
i
\^*o•
\
i<f\\
(<l»',« <o«u.ka</i•fl
Io
ji«^ io —a 'H
1
i
1?^
P 1
1
1
k
Stick Upf
Concrete I• (Cross out if not used)},
Bentonite Powder 1
i 1
BacfcffeHWt&tj -
^~szzZ~
•
a^n ten i te_Pej>^s 1
(Cross Out jfNQt Used)j
^— ^~*\/Pea TSravely' Concrefe Sand
On-Slte Sand(Circle One)
«Material l
11
————————————— 1r
—
I4
1I
1
11
,1
1
" J
|1
\* ——— Installed Protector Pipe?
«Nominal Diameter of PVC
/ •*)'/f , rf- _, Inches
k
1
1 Double-wrapped Slotted PVCJ /"" wll-K Mlr,f;7 K/?
;/ *if' Length Slotted ^-
. PVC ->/Z>
11111
I*.5.6.7.
Did the bentonlte pellets hang up? _Old you have to drive the protector pipe? M±Nd you install a lock on the protector pipe?.
so. who has -the keys?."Id the PVC come up when you removed the casing? —"
the well baHed? _____ •______———_____water level readings taken after the well wa
w«s a PVC cap installed on bottom of well? j/xln«tall«dl— "
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FIELD W E L L ' I N S T A L L A T I O N DIAGRAM - Ai INSTALLED
STS JOB NO. / /&p fa JOB L*^ ^i^f,/) l s>-K/f,/t_________
CLIENT__________-WELL NO. \) o DATE INSTALLED — / -~
CN
nV0
3V*
Qa.
Stick Up
Concrete(Cross out If not used)
Bentonite Powder
BackfillMaterial
Bentoni te Pel lets
, .(Cross Out if Not Used)
Concrete SandOn-Site Sand(Circle One)
Instal led Protector Pipe? / LT
Nominal Diameter of PVC
Inch**
Double-wrapped Slotted PVC
j~ wJth Hirafi?
Length SlottedPVC
Material 1%
_— •-^ rz>
IN$J.1Did the bentonlte pellets hang up?Did you have to drive the protector pipe?Did you install a lock on the protector pipe?.If so, who has the keys?. TT,Did the PVC come up when you removed the casing?Was the well bailed? ___________i__________' ______Were water level readings taken after the well was Installed?Was a PVC cap installed on bottom of well? ./-f______ -
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Iir-»
F I E L D « E _ L i N 5 7 A'_ _ A 7 I Z N Z I A j.-. A,'
STS JOB No- -,L JOB h^/>
C L I E N T
WELL No. *f3- DATE INSTALLED
fi Stick Up
Concrete
(Cross out If not used)|
Bentonite Powder
BackfillMaterial
Bentonite Pel lets
(Cross Out If Not Used)|
i 1
oncrete SandOn- Site Sand(Circle One)
Installed Protector Pipe?
Nominal Diameter of PVC
._ Inches
Double-wrapped Slotted PVC
Length SlottedPVC
terial^te
S!iVM
INSTALLATION • .Did the bentonlte pellets hang up?——- ftDid you have to drive the protector pipeT^id you install a
tf so, who h« th« keys?__________Did the PVC eomc up when you removed the casing?Ua* the w«H bailed? _____________^^Ucre water level readings taken after the well was Installed?:Yas a PVC cap Installed on bottom of *«M7 Vsf
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i FIELD WELL INSTALLATION DIAGRAM - As INSTALLED
JOB
pp
**
Stick Up
Concrete(Cross cut 1f not used)
Bentonite Powder
Installed Protector Pipe?
BackfillMaterial
Nominal Diameter of PVC
^____ Inches
Benton!te Pel lets
(Cross Out 1f Not Used)
Concrete SandOn-Site Sand(Circle One)
Double-wrapped Slotted PVC
f~ with Hi raft? W9————
Length SlottedPVC
Material
**
INSTALLATION
1. Did the bentonite'pellets hang up?12. Did you have to dr ive the protector pipe?3- Did you Install a lock on the protector pipe?
If so. who has the keys?———CLiffl———•—-"». Did the PVC come up when you removed the casing?5. Was the well bailed?w e a e __—————-.6. Were water level readinSs taken after the **\\»*y Installed?.7. Was a PVC cap installed on bottom of well?
tS 10117*
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WASTE MANAGEMENT OF WISCONSIN 6-12-84
c-.c..o 6-18-84 ^ voss
Top of
1—
©
L Pipe E l e v . Unknown Borir.g No. VT-95____ G**-ru
D r i l l i n g C r e w V o s s . ?i;tr.er & Je?s»r.
r
-To)
All depth nasjure-snts assured to befro^i the grou-d sur face u n l e s sotherwise indicated.
^ De?th to of I A S : I 59 'Depth to Bot tom of Eer. toruteSeal 51__Ft.
Depth ta To? of 2er.t3.-.;te Sea l
T) Ler.*-:-. «r.d T/Te of K t l l Ti?-^ ___} Ft, 2". .01" Slotted PVC
Ft
Ler.lth of Pip* Abc-.e KJ 2" Oil.
il Tip 57 F:———
T) T>7t of Packir.g Arour.d W e l l Tip
(T) Concrete Cap y Yes
H«i£ht of Pipe or Casing AboveGround 3 Ft.
Protective Casing X VesLocking Cap X Yes
Tq^ T>p« of Backf i l lBcntonitc/Cemenc Grout
Tctal Depth of Sorir.g 59 Ft.
-t»a»
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3 of 3
„ 6-18'g-«^«»o •84 Voss
11iiiI1iii111IiI
(Tfi f ,1 r=i1 •=
j
f^\1
!
'
1r-IIi
0
Top of
•^--?>
,g:
Borir .g
D r i l l i n g n- '- jr , , ,
Al l d jp th neasurs -en ts ass^ned to befros t'r.e grsur.d surface un le s sot'r.ervije ind ica ted .
D e p t h to S^tto.r, of '*»'. 1 Pipe 35 Ft,
Depth to Bottom of Eer.tor.iteSeal 28 Ft.
Dep th to To? of Eer.trr.-.te Seal 25 Ft.
Ler.ith i~i T>7* o: W e l l TipFt, 2". .01" Slotted PVC
-ith of ?i?« Av2 Dia.
-.ft W e l l T i p
T>7e of ra:ki,S Arourd W e l l Tip
Cc-.:rete Cap Yes
Height of Pip« o r C a s i n g AboveCrour.d 3 Ft.
P r o t e c t i v e C a s i n g _X_Locki r .g Cap X Yei
Type o f B a c k f i l l, ••• r > / rgmg
75ia 1 Dep-.h of Scrir.g
Y e s So
Ft .
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APPENDIX F
SAMPLING DATA SHEETS
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1
\^^f/
Miii*
tf
m^
SamplingLocation
( Sample IDDescribe S
Well DeptrDepth to VDischargeAt least
SamplingPump inta
1 Tubing (tyjand all fie
Approxima
Sample A)Note any
Samples (
/£56(70 Vl~l(onicnvm5
Comments
3oinliArt4>f£&>
SAMPLING INFORMATION
ft- Te // s, r«r
« n^i-lB Date Samnled 4lamplmg Point
L7.Vater (below MRate .
Method: Tapke or bailer se•»•
O ft belowP) ^/- "ZO
QPbore volumes
MP Casft Dete V
m x 0.00223 •t have been evac
O " Submersible Pump a Bailert et fl. below
. (newd measurements (yes, no). Tubing
wo « /?
' //z-/ «rr,m.
ng Diameter
0 - /3Vf3
AM/PM
inches/ v^ / jb v^p? /^ U 7
eftutted before sampling.
MP.or previously used) was used to collect all samples (yes, no)g used only tor
te sample collection and field measurement dischi
jpearance: _ ___________Sampling Probtorn*-
reic
EVACUATION
(UNITS)
7. 067 oi6. 15^.e^C.^tC-^G
Pumping stPumping st
CORRECTEDOOMXCTANCE
"7*5"7.? 5"1S"CT75"T75"ITS'
an time /teop time n*l£
x/ty An.
irge rate .
rvi«r
^yVfcYTj?
/ STABALIZATION TEST DATA
TEWERATWC
?•<*>9. &*T.&
——^ ———15~9.^
.
S~2-
Form Completed by: (.0.
HATER OUHJLLPTEL VOLU*
(NEAREST REMOVED0.01 ft) (B,n
V.
.
/V..
02,2^
WL V/WL
Witnessed bv: fe.ft .
UTIVE .»-,„,.3F MATER L1^FROM KLL 7*11.»ns) 19P*'
5" /0
Oo•d£
.7*
. ——— ———————————— SOIL exploration8 E - V - 2 ( 8 4 - B )
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Sampling Point C W-Location
S A M P L I N G I N F O R M A T I O N
.ProjectirTT .WO.
Sample ID #_Describe Sampling Point
Well Depth IsJflDepth to Water (below MP)Discharge Rate • ____At
MP Casing Diameter
gpm x 0.00223
.inchesft. Data V/tt/yrTima If If AM/PM
. bore volumes have been evacuated before sampling.
Sampling Method: Tap D Submersible Pump D Bailer ft Other _________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________), (new or previously used) was used to collect all samples (yes. no)and all field measurements (yes, no). Tubing used only for.
Approximate sample collection and field measurement discharge rate •' '
any Sampling Problems:
Samples
'EVACUATION / 8TABALIZATION TEST DATA
THCpH
(IHITSJ
TEMPERATURECORRECTED
COM3UCTANCC TE»»CRATURE CMEAREH0.01 ft>
VCLIME OF MTERREMOVED FROM KU
&
Pumping start timePumping stop time
i wo. It 10
Comments:
Completed I -• *
»E-V-2(«4-§)
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1iiiIi
iii
"ir '
1
1
1
1
1
1
SamplingLocation
Sample IDDescribe S
Well DeptlDepth to VDischargeAt least
SamplingPump intaTubing (tyand all fie
Approximi
Sample A,Note any
Samples (
TTlC^lajgo'lol0& Jt>1 / / \
°<f'<f£
———— -**
Comments-
SAMPLING INFORMATION
Point 0tu-f Prnj«ct tf"**f/t6+*cy S"*Mi>J0ey«/&L-£/v)&£^&£A 7" i '//' fsr£ ' WO § ItO ~ /IfJTl
« 0Ut-S~ Oat.ftamplad * /'"*-/ **"Tima O73f AM/PMif mplmg Point
-\ fa £ . . ft b*laM> UP Casing Diamatar . .. inehasV>i»r (K-to« UP) ^5< 72. ft D«i. ^ //2/aS-T.mm Og*/ AM/PM
Bai« - gpm « 0 00223 • efs.... .,._.. hora valumat hava ba*n avaegatad P4'0'* aampling |
h iMathad: Tap d Submarsibla Pump P Bailar f? O»har _ _.. . ;k» or frailar act at _. . ,. _,, ft halow/ MP ^ 1pa- , _ , ), (naw or praviauary uaad) waa uaad to eollael alTaamplai (yat, no)d maasuramants (yas, no) Tubing uaad only for .
M* wripla ^ollaction and fiald maMuramant diaehargf rat* • _
r»p«ar«nea- OdOT —————————————————————————Sampling Pmhl«m« ——————————————————————————————————————
•Mlaetad' ^Of9 ~
EVACUATION / 6T AB ALI2 ATION TEST DATA
TOt'SWnj* WATER CUMULATIVE _M1T^.CORRECTED LEVEL VOLUME OF MTER ?*1IM6
pH CONOXTANCE TEWERATURE <M£AREST REMOVED FROM KLL "ATE,(UNITS) (IM*M/«) (Qc) • 0.01 ft) (gtllent) (BP*>
6.7V ^^^> tf.^" * I4.7B eT»o aT.0 /0.SG>.&Z &*& AB /S>f~£.8* fts 8-1 *&£"
.
•
Pumping atari lima O $ 5 9 WLPumping atop lima * f t. Z- I*/L
-i ____ . _ i—
P<>rm r>mpl«»»rt hy P. Q* . Witn^Ud by: &~ * .
•SC-MI exDLonahnn8E-V-2(84- t ) L
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11 SamplingLocation r<f
SAMPLING I N F O R M A T I O N
.Project.lie-
Sample ID #_Describe Sampling Point
Well Depth _Depth to Water (below MP)Discharge Rate • ____At least __________
ft.'. 97
MP Casing Diameter ____ft. P«t« 9 /ft-Iff Tim«
0-00223 • .Cf».. bore volumes have been evacuated before sampling.
AM/PM
_inches.AM/PM
Sampling Method: Tap D Submersible Pump D Bailer (8 Other ________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: _________), (new or previously used) was used to collect an samples (yes, no)and all field measurements (yes, no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate
Sample Appearance: ————Note any Sampling Problems:
Odor
Samples Collected:
EVACUATION / 8 T A B A L I Z A T I O N TEST DATA
TBCPM
(UNITS)
TQVERAIUICCORRECTED
CONDUCTAMCC(U^WS/Oi)
TEMPQIATXRE
MTOLeva<NEAREST0.01 ft)
OMJLATIVEVOLUME OF MATER
REMOVED FKOM MEU(gallons)
PUMPINGRATECflP-)
(OHI 705 lO+JL75TO
('05Mlf 175"
Pumping startPumping stop time
Comments:
WL.
Form by
SOIL exptonation
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111
Sampling PointLocation.
SAMPLING INFORMATION
____Project __: .TV? -»>? u//t/ &.W.O. f J'
Sample ID i__Describe Sampling Point
.Date Sampled. .Time , AM/PM
78. •Well Depth.Depth to Water (below MP)Discharge Rate • ____At least ____3____
. ft. below MP Casing'• 7e ft Date_±.
jnches
. gpm x 0.00223 • ,cfs.. bore volumes have been evacuated before sampling.
Sampling Method: Tap D Submersible Pump D Bailer,Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________), (new or previously used) was used to collect all samples (yes, no)and all field measurements (yes, no). Tubing used only tor.
Approximate sample collection and field measurement discharge rate •
Sample Appearance: ————Note any Sampling Problems:.
Odor
Samples Collected:
EVACUATION / 8TABALIZATION TEST DATA
TIME (UNITS)
CORRECTEDCONDUCTANCE TEMPERATURE
•ATERLEVEL
CMEAREST0.01 ft)
CUMULATIVEVOLUME OF HATER
REMOVED FROM VELL
7.M 5YQ&/O
•7.9* 1107-ov tze 9.* *Y
IiiIl
Pumping start time ff *°Pumping stop tome ' **2& WL.
Comments:
Form Completed by: O Witnessed by:
SOIL explanation8 E - V - 2 ( 8 4 - B )
![Page 95: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/95.jpg)
S A M P L I N G I N F O R M A T I O N
Sampling PointLocation
Sample ID * Ox*-9Describe Sampling Point __
.Date Sampled V /'( / Bf Tim* AM/PM
Well Depth _Depth to Water (below MP) _Discharge Rate • _____At least ___________ bore volumes have been evacuated before sampling
MP Casing Diameter ___^ft. Date _j£_J_£LJL£XL Time, gpm x 0.00223 • __________
_inches_AM/PM
ds.
Sampling Method: Tap D Submersible Pump D Bailer SJ
Tubing (tyiand all fie
Approxima
Sample A|Note any
Samples <
TH«/£££/£ 3f/(, t/t
•
Comments
p»: ), (r»*wd measurements (yes. no). Tubinj
or previousry used) was used to collect all samples (yes. no)3 uMd only far
tte sample collection and field measurement discru
ppearance:Sampling Prob
irg* rat* •
fVtor-
l.m. X//J I***. UJfU Ctt*
^all*et«d- *^
EVACUATION / STABILIZATION TEST DATA
(UNITS)
7-V/7.^77.^7
Pumping siPumping si
TDC'ERATURECCRRECTEO
CONDUCTANCE(iMhOk/Oi)
^fo&f*L 9S"
TEM>ERATURE
7.69.VT. t
-
*
MATERLEVa
(NEAREST0.01 ft)
CUMULAnVEVOLUME OF WATER
REMOVED FROM VELL(gallons)
g?l/?. eZO-0
•rt tima / ?^ WL / « '
*•*-*'
Er?"
/($/»i/
V
Form Com
-
pi.t»H hy 1-0 • WrtnMMd byr ft.A -
SOIL exBLQiaationSE-V-2(84-§)
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Sampling Point ftnW - f _____Location IfV^OL *- ftV faA
SAMPLING INFORMATION
.Projectwo.
V/fo /ff . AM/PMDescribe Sampling Point
Well DeptDepth to VDischargeAt least
SamplingPump intaTubing (tyand all fie
Approximj
Sample ANote any
Samples (
TIME
/4S7I£*f2_C.W7
n fJ.S'' ft .belowVater (below VIP) ^11
01
.S bora volume
Method: Tapke or bailer seP«:
G Submersible 1tat
V fnewd measurements (yes, no). Tubin
MP Casft Data «|
)m x 0.00223 •i have been tvtc
»ump D Bailer.„, ft balow
ng Diamatar "L& inehas
eftuated before sampling.
d( OmarMP.
or previously used) was used to collect all samples (yes, no)g uMd only tor
ite sample collection and field measurement dischi
ppearance: ClAOW*Sampling Prob
trga rata •
fVlnr- ^UiHT
lama- ——————————————————————————————————
"nllaetBd- V*A
EVACUATION / ST AB ALIZ ATION TEST DATA
(WITS)
C/77*6.7^C.TT"
1
IA/U3
Comments
L Pumping jtPumping st
TEMPERATURECORRECTED
CONDUCTANCE
iHS"IIVotlto
TEMPERATURE
"J.T7-?"7.6
.
MATERLEVEL
(NEAREST0.01 ft)
CUMULATIVEVOLUME OF WATER
REMOVED FROM VELL(gallons)
Z
5-8
arttima 163*" WL V.71optima /C^° WL
PUMPINGRATE(gpa)
I
Form Complatadhy b-b- Witn**sad by: D»°'
csr ii ovDlr^knsk lr^n
S E - V - 2 C
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Sampling PointLocation
S A M P L I N G I N F O R M A T I O N
ProtectH
•_"/»-»* /gn *
Sample ID #_Describe Sampling Point
.Date Sampled ^ I f> /mf Tim« . AM/PM
Well Depth *~_______ ft. below MP Casing Diameter ____________inchesDepth to Water (below MP) «5"- Z-6 ft. Date */ //o / AS Time ***» A5" S_AM/PMDischarge Rate - ___________ gpm x 0.00223 » ___________ ds.At least ___________ bore volumes have been evacuated before sampling.
Sampling Method: Tap D Submersible Pump D Bailer t_T Other ________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________), (new or previously used) was used to collect all samples (yes, no)and all field measurements (yes. no). Tubing used only fo»__________________________
Approximate sample collection and field measurement discharge rate •
Sample Appearance: _Note any Sampling Problems:
Odor fl/ttt-T"
Samples Collected:
EVACUATION / 8TABALIZATION TEST DATA
TIME (UNITS)
CORRECTEDCONDUCTANCE(uahoft/o.) TEMPERATURE
WATERLEVEL
(NEAREST0.01 ft)
CUMULATIVEVOLU* OF WATER
REMOVED FKOM NELL(g>Tlof>i)
PUMPINGRATE
3.S"y.v
. o
Pumping start time ___Pumping stop time \
Comments:.
WL 5.2CWL____
Form Completed by: . Witnessed by:
SOIL exptonationSE-V-2(84-B)
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IIIIIIit
SamplingLocation
Sample IDDescribe £
Well DepttDepth to VDischargeAt least
SamplingPump intaTubing (tyiand all fie
Approximj
Sample A|Note any
Samples (
TIIC
Comments
Point /fltA
« #HAj-Jt
Sampling Point
1 /tF-f~Vater (below MRate m
Method: Tapke or bailer seP»: -
SAMPLING INFORMATION
yt /Ty 4*s#
3 O0P Da
tl h*lnw
P)gc
bore volume)
, ?&**,*./ 1*, )
e Sampled ^
MP Casft Dat«
>m x 0.00223 •i have been evac
D Submersible Pump D Bailert at .._ tt. halflMi
t. <nuwd measurements (yes, no). Tubin
ItSttf. l*f &/Q « \
/// /^r Tim.
ng Diamatar/ / T,m.
uated before sampling.
B- Other
ZD - ^JVW
O&f0 AJ^/PM
inchasAM/PM
MP.or previously used) was used to collect all samples (yes. no)g used only for
te sample collection and field measurement disctu
Dpearance: _£*•<*****Sampling Prob
Collected: ————————————
U»m«- &J &
fO./t>ILtTY
EVACUATION
(UNITS)
Pumping stPumping st
V
CORRECTEDCONDUCTANCE(U^Mk/Oi)
art timeoo time
9 £)A\f y//*s/tfjjf *MCA
Form Completed by: _ ~Dr
AK&S4 * £><
PtLt, 4/r/t
irga rate •
Odor *r/t»*&•
~n
/ 8TABALIZATION TEST DATA
TOTERATURE
.
Vr /7oo .
O sn *?>*•
•ATER CUMULLEVEL VOLUME
(NEAREST REMOVED0.01 ft) (g,ll
WLWL
Witnessed tnr /?•
3F WATER ?filMG
FROM HELL T*11,MS) (»»)
/
y^W/***'
———————— - ———— - SOIL exoneration. A P - V - 9 f a 4 . f i )
![Page 99: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/99.jpg)
Sampling PointLocation i f' /
~ / ' £
S A M P L I N G I N F O R M A T I O N__ ___ .Project f**i frt C,erv«.s
17.Q-1
Sample ID *Describe Sampling Point
_Date Sampled /// Tim« . AM/PM
Well Depth /Q'SDepth to Water (below MP)Discharge Rate - ____At least __________
ft. below MP Casing Diameter ____!_____ ft. Date / / Time
gpm x 0.00223 • ,cfs.bore volumes have been evacuated before sampling.
_inch»sJVM/PM
Sampling Method: Tap D Submersible Pump D Bailer Other ________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________}. (new or previously used) was used to collea all samples (yes. no)and airfield measurements (yes, no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate •
Sample Appearance: _Note any Sampling Problems:
Odor:
EVACUATION / STABALIZATION TEST DATA
TItC (UNITS)
TEHPERATWECORRECTED
CONOUCTANCC TDVOMTWE
VATERLtva(NEAREST0.01 ft)
CUMULATIVEVOLUME OF MATER
REMOVED FDOM VEIL(gallon*)
PUMPINGRATE(gpa)
Pumping start timePumping stop time
Comments:
Form Completed by:
WL.WL.
Witnessed by:
son. exptoRation8E-V-2(84-B)
![Page 100: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/100.jpg)
SamplingLocation _
Sample 1CDescribe
Well DeptDepth to \DischargeAt least
SamplingPump intaTubing (tyand all fie
Approxirru
Sample ANote any
Samples
TIME
IWt/vrnsitin& not
SAMPLING INFORMATION
Pom. ftW- // Pm,«rt OUkllUH^ MMfllVLLpnUfctrttf-
) # Htf'HSampling Point
Co'rVater (below WRate .
Method: Tapke or bailer seP«:Id measuremer
f-LV Asti
Data Sampled V / ff
wo « ll£> -/7V7!
Vft^" Tim« /^»^> AM/PM
^ h, balow MP Casing Diameter inchesP\ ?3.CV ft Daw f 7" /| . 0 gpm x 0 00223 .
bore volumes have be«n evacuated b
D Submersible Pump D Bailer ft Ottit at f» bftlow MP.
_. }, (n*w or previously uMd) WM iits (y*s no). Tubing us*d only far
jte sample collection and field measurement discharge rati
pp^mrane*: flffrt*. f*Mt& &f/f£/£ Odor
Sampling Prob
Collected: V ____ _ ————————————————————
lam*
DA
?r Tima //3O AM/PMef*
efore sampling.
Mr
jsed to collect all samples (yes, no)
i •
EVACUATION / 8T ABALIZ ATION TEST DATA
J*(UNITS)
1.10-7.237.507.25-
7.ZV
\
Comments
Pumping siPumping st
Form Com
TEMPEWTXFE MlCORRECTED LEI
CONDXT«« TEMPERATURE «"W
6^5" T. ?fe^T t.??G?^ ?.VC5T «?.?CtO ?.7
-
•
•rt tim* II' 11optima .2.0J
fcL VOLUME OF WATER ^fING
£ST REMOVED FROM HELL T*11,ft) (•aUens) CW"}
.£~9*JL109**-\S y^17 r+42Jfcl
WL 32.6VWL
pl«t*d by: PslU. *. Wrtr%«.t*dbv 0.0.
SOIL exptORBtionS E - V - 2 ( 8 4 - B )
![Page 101: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/101.jpg)
iSampling PomtLocation
." 12-fLY
S A M P L I N G I N F O R M A T I O N
.wo .» tic-
Sample ID *Describe Sampling Pomt
.Date Sampled . AM/PM
Well Depth
Discharge Rate -At least
gpm x 0 00223 cfs.bore volumes have been evacuated before sampling.
.inches___ ft. below MP Casing Diameter _________Depth to Water (below MP) 2. .^£ ft. Date ^ /» / Sf" Time /V15" AM/PM
Sampling Method: Tap D Submersible Pump f Bailer D Other _________________Pump intake of bailer set at ___________ ft. below MP.Tubing (type: ___________). (new or previously used) was used to collect all samples (yes, no)and all field measurements (yes. no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate •
Sample Appearance:Note any Sampling Problems:
Odor
Samples Collected:.
EVACUATION / 8TABALIZAT ION TEST DATA
PN(WITS)
TOVCRATVMECORRECTED
CONDUCTANCE(tMhOS/Oi)
TOPERATURE
HATERLEVEL
(NEAREST0.01 ft)
CUMULATIVEVOLIME OF WATER
REMOVED FROM WELLPUWINGRATE
Pompiny start timePumping stop time
Comments:.
WLWL
Form Completed by: Witnessed by:
SOIL exptopationSE-V-2(84-B)
![Page 102: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/102.jpg)
•
1 Sa-nplmgLocation _
| Sample 1CDescribe
1 Well DeptDepth to \
( D i s c h a r g eAt least
' SamplingPump inti
1 Tubing (ty' and all fie
Approximi
Sample A1 Note any
Samples
1TIME
/SIB/5S7
Comments
SAMPLING I N F O R M A T
Pnint 77iV-/V Prnjaet ^>7.
/
>« JiLtJ-lH data Samnlad t /ftSampling Point
ION
W O # j"ZC -fJVfJ
/0S- Tima AM/PM
h Jjt^& ^6 • S" ft balow MP Casino Diamatar f ineha»A/ater (below VRat* .
IP) /?. 73 ft Data «f//f /oom » 0 00223 •
bora wolum«* hava haan avaeuatad K
Method: Tapke or bailer seoa'Id measuremei
G Submersible Pump D Bailer Otht at ft halo* MP.
. ,), (naw or praviously u«ad) wa* iits (yam, no). Tubing utad only for
ite sample collection and field measurement discharge rati
DMBranc*.* Odor:Sampling Problame-
fVMUrtad- V*6
^T Tima /5"26 AM/PMrf«
•fore sampling.
«r
jsed to collect all samples (yes, no)
i •
EVACUATION / ST AB ALIZ ATION TEST DATA
(UNITS)
1.0 (,
7-2.
Pumping stPumping st
TEMPERATURE MlCORRECTED LEI
CONDUCTANCE TEMPERATURE <•«*(iMhos/ca) (Og) 0.01
3750 /O'l2") oo ?.*)
-
art tima /S2&optima >$l*.(O*v)
Form Com
•ER CUMULATTVE -.-. .'O- VOLUME OF KATER PUMPING«EST REMOVED FROM WELL T*76.*t> (gal lent) '•*•'
/.ff/.7S-
_ -
WLWL
pl«t«d by ^,0. Witna>«ad bv: D A .
•snii OYDL noatmnS E - V - 2 ( 8 4 - B )
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iI
S A M P L I N G I N F O R M A T I O NSamplingLocation
- "7 1 ±_.w.o. * i?° -
Sample ID #_Describe Sampling Point
.Date Sampled 0<t/3
Well Depth 2.5-0Depth to Water (below MP)Discharge Rate - ____At least __________
. ft. below MP Casing Diameter^__ 1 »• WW»WTT FVI t *TW*t I >W ^1VI I IV IVI „ ^ ^ ^
/Olir * Date _^/£0/JL Time. gpm x 0.00223 •
_»nches_AM/PM
.ds.. bore volumes have been evacuated before sampling.
Sampling Method: Tap D Submersible Pump D Bailer & Other _________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________), (new or previously used) was used to collect all samples (yes, no)and all field measurements (yes. no). Tubing used only for.
Approximate sample collection and field measurement discharge rate •
Sample Appearance: SiiiyNote any Sampling Problems:.
Samples vert
EVACUATION / 3TABALIZAT ION TEST DATA
TIME (UNITS)
TEMPERATURECORRECTEDCONDUCTANCE(iwhos/Oi)
TEMPERATURE
VATERLEva(NEAREST0.01 ft)
CUMULATIVEVOLUME OF HATER
REMOVED FROM WELL
7.26 8.Z.B.f to
Pumping start'Pumping stop time. WL.
Comments:
Form Completed by: by
SE-V-2(84-B)
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I
I
SamplingLocation _,
Sample 1CDescribe !
Well DeptDepth to VDischargeAt least
SamplingPump intaTubing (tyand all fie
Approximi
Sample ANote any
Samples (
TIME
OSS60850O$5"ST
GAfiei
Comments
cPoint V*1lV-
,. JLlsampling Point
SAMPLING INFORMATION
LftrfflU.
I Date Samol»d
h 5.. 64- /0.£" f! b*lew
Vater (below VRat« .
r
Method: Tapke or bailer seP«: . .
P) 2.tc
bore volume:
MP Casfi Dat* l
>m x 0.00223 •( have been evac
D Submersible Pump O Bailert at ft D.IOW
V fn«w
d measurements (yes. no). Tubinor previously useg used only for
ite sample collection and field measurement discru
ppearance: VAX CWviVSampling Prob
Collected: ————————————
l»m«-
vJOA
EVACUATION
(WITS)
7.4V•7.1/7l.VS"
L vmpioQ siPumping st
Form Com
TEMPERATURECORRECTED
CONDUCTANCE(lMhOS/01)
SSB5^75"57T
art tima OS V^op tim« O%g£
pl«t*d by: " 1
wo « r
* /I0 /tf Tim.
ng Diameter(7 ft /&" Tim.
efsuated before sampling.
PI Other
^-/fV/5
OS5"S" AM/PM
inches^'.?^ AM/PM
MP.d) was used to collect all samples (yes. no)
trg* rat* .
Odor. **>£•
/ 8TABALIZATION TEST DATA
TEMPERATURE
*{. 8V.7*f.^
*
.
.ft.
"ATER CUMULLEVa VOLUME <
(NEAREST REMDYEO0.01 ft) (g(11,
3 *£ a
<f ^
WL 7.<WL
Witnessed bv: 0-(
SKATER 2SI-fROM HELL ^^
•JL*<LJL
^
X i
«O» e^OLOoafioriS E - V - 2 ( 8 4 - B )
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Sampimg PomtLocation
£ S A M P L I N G
$ 2- ___Projectw.o. *
Sample ID •Describe Sampling Point
_Date Sampled Tim* . AM/PM
ft. below MP.7?' it
Casing DiameterWell Depth _Depth to Water (below MP)Discharge Rate • ____At least ___________ bore volumes have been evacuated before sampling.
gpm x 0.00223 • cfs.
inches
Sampling Method: Tap D Submersible Pump D Bailer [J* Other _________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________). (new or previously used) was used to collect all samples (yes, no)•nd all field measurements (yes, no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate •
Sample Appearance: ____Note any Sampling Problems:.
Odor
Samples Collected:
EVACUATION / 8TABALIZATION TEST DATA
TWE (UNITS!
CORRECTEDCONDUCTANCE(Mhos/ca)
TOVERATUREt°C)
NATERLEVEL
(NEAREST0.01 ft)
CUMULATIVEVOLUME OF MATERREMOVED FKOM HELL
(gallons)
PUTINSRATE<8P->
SI*7. ft S7S
Pumping start time _Pumping stop time I~7CO
WL
WL
Comments:
Form Completed by: n.o- Witnessed by:
SOIL expionationSE-V-2(84-B)
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SamplingLocation _
Sample 1CDescribe
Well DeptlDepth to VDischargeAt least
SamplingPump intaTubing ftyand all fie
Approximi
Sample ANote any
Samples (
TINE/3S~1/</*?JL/O^
Comments
Point Pfin
> « &'?*
Sampling Point
SAMPLING INFORMATION
96£t/iet*> L.stN£j*/t-e. ' w
r# Data Samnlad */ /'t> / BS"
h &f' 3.6 fl halowVater (below WRata .
Method: Tapke or bailer seP«:
IP) '/-/12MP Casing Diameter
ft Data ^ At> /*5- Timgpm » 0 00223 •
bore volume
G Submersible \t at
V fnawid measurements (yes. no). Tubirv
ite sample collection and field me
ppearance:Sampling Prob
^Ql lasted •
l«m«-
i/& A
EVACUATION
(UNITS)
7. £s-7.63~7.5^
Pumping stPumping st
Form Com
TOPERATURECORRECTED
CONDUCTANCE
/i s-d££*£>/1/lA
AH ilHlft * •
optima J
platael by
SOILI
o # ' (2o~f JvfJ
Time l*//f AM/PM
inehasta /7V f AM(£h3)
ef«\ have been evacuated before sampling.
»ump n Bailarjp Othar .. ,.ft. below MP.
or previously used) was used to collect all samples (yes, no)g uaad only for
asurement discharge rate *Odnr
/ 8TABALIZATION TEST DATAMATERLEVa
TEMPERATURE (NEAREST »<«C) 0.01 ft)
^.9^9tO9.2.
-
OKILAT1VEVOLUNE OF MATER L%£
KMOVED FROM MELL T*1*(gtllens) (W"}
-?, 0^» O<A< d
3f£. WL //. 02-klb w.
fl 0 g./J .
S E - V - 2 ( 8 4 - B )
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Sampling PointLocation
SAMPLING INFORMATION
.Project _.W.O.
ID * * 'SampleDescribe Sampling Point
.Date Sampled /gS-Tim« / ?3 2- AM/PM
Well Depth _Depth to Water (below MP)Discharge Rate • ____At least __________
ft. below MP Casing Diameter inchesft. Date _JL_j£*e_Z_jft3Time
gpm x 0.00223 eft.bore volumes have been evacuated before sampling.
Sampling Method: Tap 3 Submersible Pump D Bailer Bf Other ________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________), (new or previously used) was used to collect all samples (yes, no)and all field measurements (yes, no). Tubing used only lor_______________________
Approximate sample collection and field measurement discharge rate •
Sample Appearance:Note any Sampling Problems:
Odor
Samples Collected:
EVACUATION / 8 T A B A L I Z A T I O N TEST DATA
n»e (UNITS)
TEMPERATURECORRECTEDCOICUCTANCE TEtfERATURE
VATERLEVEL
(NEAREST0.01 ft)
CUMULATIVEVOLUME OF HATER
REMOVED FROM VELL
J.S
C.o
PUMPINGRATE
Pumping start time __Pumping stop time fJ3 2.
WLWL
Comments:
Form Completed by: Witnessed by:
SOIL expioRationE - V - 2 ( 8 4 - B )
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D
Sampling PointLocation .
SAMPLING INFORMATION
____Project.W.O.
Sample ID #_Describe Sampling Point
.Time AM/PM
Well Deptft ____Depth to Water (below MP)Discharge Rate • ____At least ____ij.—————
MP Casing Diameterft. Date
*w jnchesIQOV AM/PM
, gpm x 0.00223 •. bore volumes have been evacuated before sampling.
Sampling Method: Tap D Submersible Pump D Bailer fcjPump intake or bailer set at ____________ ft. betow MP.Tubing (type: ___________). (new or previously used) was used to collect all samples (yes. no)and all field measurements (yes, no). Tubing used only for.
Approximate sample collection and field measurement discharge rate
SampleNote any Sampling Problems:.
Odor:
Samples Collected:
EVACUATION / 8TABALIZATION TEST D A T A
TIME
.O f !/Cft02.1.
(UNITS)
S.361.70"7-62
CORRECTEDCONDUCTANCE
S"7£"t$fc67$"
TEMPERATURE
tf -^
ey £/
8.3
_
i
•ATERLEVEL
(NEAREST0.01 ft)
/'"'
CUMULATIVEVOLUME OF WATERREMOVED FRO* NELL
/.5"2. -5"H.o
/
PUMPINGRATE<8P->
start time _L^£.Pumping stop time.
Comments: PfXT KT
WL_/U2_LWL_______
Form Witnessed by:
SOIL
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I?Sampling PointLocation
SAMPLING INFORMATION
____.Project _W O *
Sample ID #__Describe Sampling Point
, , /.Date Sampled T /S* / 6S~ TJIT-. AM/PM
Well Depth ft. below MPft
Casing Diameter "L*0Depth to Water (below MP) __ZDischarge Rate - ———————At least __________. bore volumes have been evacuated before sampling
inchesAM/PM
. gpm x 0.00223 • efs.
Sampling Method: Tap D Submersible Pump D Bailer JS Other _________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________). (new or previously used) was used to collect all samples (yes. no)and all field measurements (yes, no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate •
Sample Appearance: ____Note any Sampling Problems:
Samples Collected:
EVACUATION / 8TABALIZATION TEST DATA
TIME
0131
(UNITS)
TCMPERATURECORRECTEDCONDUCTANCE(M*IOS/O.) ItMPERATURE
5-6
WATERLEVEL
(NEAREST0.01 ft)
CUMULATIVEVOLUME OF MATER
REMOVED FROM HELLPUMPINGRATE
2.0
Pumping start timePumping stop time . WL
Comments:-
Form Completed by: Witnessed by:
SOIL expionacion8 E - V - 2 ( 8 4 - B )
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£
Sampling PointLocation
SAMPLING INFORMATION
Sample ID #_Describe Sampling Point
.Date Sampled *f / .Time .AM/PM
Well Depth IS' . ft. below MP Casing Diameter.Depth to Water (below MP) 8- 76 ft. Date V/ T IV Time _Discharge Rate » ___________ gpm x 0.00223 • ___________ elsAt least ___________ bore volumes have been evacuated before sampling.
inehasAM/PM
Sampling Method: Tap D Submersible Pump D Bailer )B Other _________________Pump intake or bailer aet at ___________ ft below MP.Tubing (type: ___________), (new or previously used) was used to collect all samples (yes, no)and all field measurements (yes, no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate •
Sample Appearance: ____Note any Sampling Problems:.
Odor
Samples Collected:
EVACUATION / *TABALIZATION TEST D A T A
TIME (UNITS)
TOVERATURECORRECTEDCONDUCTANCE TEM>ERATWE
HATERLEVEL
CMEARESTo.oi ft)
CUMULATIVEVOLUME OF HATER
FROM VEU(gallons)
1.20 fois-tore 8
Pumping start timePumping stop time
Comments:
WL.WL.
Form Completed by:
SOILS E - V - 2 ( 8 4 - B )
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SamplingLocation _
Sample 10Describe !
Well DeptlDepth to VDischargeAt least
SamplingPump intaTubing (tyand all fie
Approximj
Sample AjNote any
Samples (
TIME
lS"lo
Comments
Pf>int M*?^
, SAMPLING INFORMATION
V2 Proiaet QV)EK&*J*lX -S»A**W&|J6&nVLLr LAjuAfAtl wn « ITO-imtt
* Mw*- "2_ Data Sameled *Y/ *1 / ttSampling Point
i "7(Vater (below MRata .
Method: Tapke or bailer seP«: , .
MW CWLA/«L eF LANOFtU.
_^ ft hal(?w MP C»SinQ D'amatt'
P) .^-"73Of
bore volume!
G Submersible ftat
\ fnaw
d measurements (yes, no). Tubin
ite sample collection and field me
ppearance:Sampling Problam«'
ftfl
EVACUATION
1*(UNITS)
7.S"/
Pumping stPumping st
Form Com
TEMPERATURECORRECTED
CONDUCTANCE(MftOS/CB)
feoo
ft Date V / f / «T Tim>m x 0 00229 .
Time XS/y -AM/PM
inch««« |S^/0 AM/PM
eta
t have been evacuated before sampling.
>ump D Bailer fll Othar
or previously used) was used to collect all samples (yes, no)j umad only far
asurement discharge rate •Odor
/ 8TABALIZATION TEST DATAWATER
TEMPERATURE (NEAREST |(°C) 0.01 ft)
%.£-
-
1
CUMULATIVE -.-.„-VOLUME OF WATER L f11*KMOVEO FROM BELL *ATE
(gallons) »fl*e)»
3.JZ.
I*'- ,— £"tl "7»art tima O-H . WL b t • O
platad hy; P«^
•U-IIL 1
ifl 1WL
\- Wrtn.««^(Sy.
piyoLaoafton
•
to.
S E - V - 2 C 8 4 - B )
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i11
I1i
l
llIIllll
SamplingLocation
Sample 1CDescribe
Well DeptDepth to VDischargeAt least
SamplingPump intaTubing (tyand all fie
Approxim«
Sample ANote any
Samples 1
TIME1110
mtttwl(l(t1\10
Comments
SAMPLING I N F O R M A T I O N
Point (VW-r? Pmj -t ePftXteftC)' WMfUAA,
tffltfVff^ LAt4FfUL VvO « l1O-/!Vf.3
l« AllV-S"1? Data Samnlad ' V X ^ / f T Tima II 7? AM/PMsampling Point
h (01 ff balow MP Casino Diamatar ineha«rVater (below VPiBtA «
IP) ^Y-Of ft Data *// T /»Truna IIOS~ AM/PMonm v 0 00223 • e*«
bora volume* hava ba«n auacuatad hafora »*mnlmo
Method: Tapke or bailer seDa1
id measuremei
ite sample coll
ppearance:Sampling Prob
n Submersible Pump D Bailer }Q Other _ . . ..t at ft halaw MP
_... ... . ._). (nann or pr*viOM«ly uaad) wa* u^ad to C0"*ct all $ampl«s (yas, no)it* (ya«, no). Tubing uaad only for
action and fiald maasurament diacharga rata • ..... . .
CU»9- Odar A^T
lams- ————————————————————————— , —
- ll rtad- «JCA ————————————————————————————
EVACUATION / 8TABALIZ ATION TEST DATA
PH(UNITS)
6».?3fc.TY6.^V7.oot.T^
Pumping stPumping si
TEMPERATURE WATER CUMULATIVECORRECTED LEVEL VOLUME OF WATER 1 IMG
COOJCfMfX TEMPERATURE (NEAREST REMOVED FROM WELL "(ua^os/Oi) (Oc, o.Ol ft) (gtllons) (9«»'
t 72,5- y.7.^rt €tfo ^.|«^O fi£ q.O^Prf ftT ?J
^1T .V„.
".
•
.Rtuna l(0tf WL 7Y.OZaptima IPll WL
Form ComplatMl hy- Wi»n*«»ad by:
ear-in 0yomnahir-ki-i
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Sampling PointLocation
SAMPLING I N F O R M A T I O N
___Project.
Sample ID #_Describe Sampling Point /V/u/ f6 A tit 6 of
n.t. Sampled V /HQ/B? r.m> AM/PM
Well DepthDepth to Water (below MP)Discharge Rate «At least
. ft. below MP Casing Diameter inches
gpm x 0.00223 • efs.. bore volumes have been evacuated before sampling.
3V
Sampling Method: Tap D Submersible Pump D Bailer jff Otner ________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________). (new or previously used) was used to collect all samples (yes. no)and all field measurements (yes, no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate
Sample Appearance: ____Note any Sampling Problems:.
Odor:
Samples ft-toW
EVACUATION / 8TABALIZATION TEST DATA
TIME (UNITS)
TDTERATURECORRECTED
COMMCTMCC(uahos/ca)
TDTERATUKEC°CJ
VATEKLEVa
(NEAREST0.01 ft)
OMJLAT1VEVaiME OF MATER
REMOVED FTtOM WELLPIMPINGRATE
Pumping stan timePumping stop time. / 3 . ' V*
WLWL
Comments'
Form Completed by: P.O. Witnessed by
SOILBXPLORatlOn8 E - V - 2 C 8 4 - B )
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S A M P L I N G I N F O R M A T I O N
Sampling Point /77Us~ '<t^ar,™ UKfJieV LMlftU-
Sample ID » /HtV-^6
D*scrib» Sampling Ppint , /V
\A/«II n«pth 3 e>Depth to Water (below MP) _ £_Discharge Rat« .
!> Project -ifr
Date Sampled .' £to*A><e/C »<«•
ft. below MPf9 ft Date
?OLW)wt;' zAmrU&t'wo « 110-M
t#v6srt.£.
Casing Diameter .V /« /*r Tim. S3: 3S-
£3
AM/PM
inches_ AM/PM
oom x 0.00223 • cfsAt l«ast bar* volumes have b««n evacuated before sampling.
Sampling Method: Tap D Submersible Pump D Bailer Of Other _________________Pump intake or bailer set at ___________ ft. below MP.Tubing (type: ___________). (new or previously used) was used to collect all samples (yes, no)and all field measurements (yes, no). Tubing used only for_______________________
Approximate sample collection and field measurement discharge rate •
OdorNote any Sampling Prob
Samples <
TIME
_f e / . «9• 7« eC' &
/V: ZZ--{•^3,^-
U»m»- ————————————————————————
>ll«rti»d- VOti ——————————————————————————————————
EVACUATION / 8T AB ALIZ ATION TEST DATA
(UNITS)
7-/77.3H
!
TEMPERATURECORRECTED
CONDUCTANCE(u«hos/CM)
775"^75"
TEMPERATURE
f-*/0. 5•ftrr^-
-
i
WATERLEVEL
(NEAREST0.01 ft)
CUMULATIVEVOLUME OF WATER
REMOVED FROM WELL(gallons)
yV'/z
PUMPINGRATE
/-O
Pumping .tan timePumping stop time *«' **
WL.WL.
Comments:
Form Completed by: Witnessed by:
SOIL exptonationS E - V - 2 ( 8 4 - B )
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APPENDIX G
SUMMARY OF LABORATORY OA/QC PROCEDURES
IIIIIIi SOIL expionacion
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Summary ofQuality Assurance/Quality Control Procedures (QA/QC)
= ~C cases its quality assurance protocols on the following government guidelines:
xanaoook for Analytical Duality Control m water and WastewaterLaboratories'. EPA-600/4-79-019. March 1979;
. National Enforcement investigation Center Policies, and Procedures manual;EPA-330/9/79/OOi-R. October 1979;
. tne recommended guidelines for EPA Methods 624 and 625. (Federal Register.December 3, 1979. updated on October 26, 1984);
'Manual of Analytical Methods for the Analysis of Pesticides m Humans andEnvironmental Samples." EPA 600/8-80-038. June 1980;
. 'Determination of 2.3.7.8-TCDD m Soil and Sediment' EPA. Region vil. KansasCity. September 1983;
. Organic Analysis: Multi-media. Multi Concentration-lFB WA84-A267; and
. Dioxm Anaiysis:Soii/Sediment Matrix: Multi-Concentration; Selected ionMonitoring with jar Extration Procedure-lFB WA64-A002
However, we have modified our protocols to provide a higher level o' OA/'CC thar the guidelinesreawra. Far e>:s-npie. we analyze a higher than required numoer of quant*/ control sarrpies ancv.e 3ev especia iy careful attention to tne certification cf the 'ref*rance stancarc" sornpcurdsv.s js3 n aralys s. Be c»v are listed the *•> CA/QC el errarts for the methods we used.
Analysis of Volatile Organic Compounds by Gas Chromatograpny/Mass Spectrometry
- Each batch of (3 samples consists of 9 customer samoies (a* a maximun). one blanksample, one spiked blank, one soi-.ed sample and one replicate sample. This amounts to a30% quality ccn:roi factor.
- Three surrogate compounds are added to each sample m the batch of 13
- A biird quality control sample is introduced tc the laboratory for analysis on a weeklybasis.
- Each GC/MS is checked and retuned. if necessary, at the beginning of each day toensure that its performance on bromofluorobenzene (BF3; meets the EPA crr.eria.
- A calibration curve for quantitation is preoared using a mixture of volatile OrganicPriority Pollutant 'standards' at a minimum of 3 different concentrations and using amixture of 3 interna standard*, at a constant concentration.
- Thecal bration curve is verified with a-mixture of priority pollutant standards everycay. it the response factors factors vary greater than 25%. the instrument trust berecalibrated.
Analysis of Organic Compounds Extracted in Acid or Base/Neutral Solutions by GasChromaloaraony/Mass Soecuomeiry
- Each batch of 20 samples consists of 16 customer samples (at a ma<wnum). onesamc'ie. one so^eo oian< (for water nntncss''. one sampit- soxed with tf-e prioritypoi utant stancaro mi<ture ano a duplicate customer sampie. Tnts amcunts. to.J 2quelity control factc:
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- Three surrogate co~>.DO'jnas are adaea to each sample m the oatch tor Base/Neulraianalysis.
- Three surrogate compounds are adoed to each sample m the patch lor Acid analysis.
- A blind quality control sample is introduced to the laboratory for analysis on a weeklybasis.
- Each GC/MS is checked and retuned. if necessary, at the beginning of each day toensure that its performance on oecafluorotripnenyiphosphme (DFTPP) meets the EPAcriteria.
- A calibration curve for auantitation is prepared using a mixturt of standards composedof eitner the Organic Acid or Base/Neutral Ex-tractable Compounds at a minimum of 3concentrations and using five internal standards for quantisation.
Analysis of Metal*
All Stmplft
- New standards are prepared for each batch of samples.
- Normal calibration is performed using a blank samoie and four standards that havebeen through the sampie preparation procedure. A regression analysis is used toconstruct the calibration curve.
- AH EP Toxicity samples and all samples determined by furnace atomic absorption arecalculated fry the "metnod of add t ons'.
- For *acr sample sna^/sis tr-a: r*a.nres tht use ct t»vr 'm«rf>oe cf acid t sns" tacir aue.a three DOtrt cahtuatiix is cane-men using U.S. EPA "Msrrsos fcr crtmct Analysis c»watar »nd v»'as:es. i!;J~9". Results are ottairad tsirg linear -egra&son aie ysis. *iyregress. 3*1 wrn a coeiftcie-i; o- cor'eiaticn b*icw 0.330 is considered suspect.necessitating review of calibration date or sample re-arjiys s.
- n constructing the normal calibration curves the (ewes: concentration levels we useare values greater than or equal to 5 times tr-e instrumental Detection urn t (ID_).
- AM calibration standards are analyzed m duplicate, a: a minimum.
- ndependent reference standards are used ta check the accuracy of cahb-atiorstandards. 4
- A check standard is analyzed every ten samples to validate the normal calibrationcurve.
- One customer sample out of every ten is anffyzed m tnpi.cate.
Homeg«n«oi/« 3»mpl»t (txetpt for Utreury »n»lytit)
Samples art analyzed m batches c>f 30 or less. For batches m -which th«* sample matricesare homogeneous, the OC prograrr is a mmmurri of _Ja: and consists of anal /zing:
- 3 sets of triplicate analyses;
- 2 Reoiicate- sp^es.
- t moeoendent ra re - =•-.;£• stansafc.
- 4 ^alteration s'.antaros (processed uS'n; the sai'C'e preparatior methodV
- 4 Cancration s:arca'2s (wi'ho-t saT'e crecaraticn); and
- 1 Reagent
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Simples (except tor Mercury tnitytit)
s are analyzed m batches of 30 or less. For batches m which the samoie matr icesare heterogeneous, the OC program is a minimum of 35% and consists of analyzing:
- 3 sets of triplicate analyses;
- 2 Replicate spikes;
- 1 Replicate maependent reference standards;
- 4 Calibration standards (processed using the sample preparation method);
- 1 Procedural Blank;
- 4 Calibration standards (without sample preparation); and
- 1 Reagent Blank.
Antlytit at Utrcury
To analyze samples for mercury we group them by matrix in batches of 30 or less. OurOC program is a minimum of 30% and consists of analyzing:
- each of the 30 customer samples m duplicate;
- 3 sets of triplicate anayises;
- 2 =epiicat* spikes:
- 2 ^apiicat* maeper-aen: reference standards:
- 10 Cal braticn standards (p'ccessed using tit sarrpl* preparation method); and
- 2 3rocedurai Blanks.
Analysis of Pesticides Herbicides and PCB't by Gas Cnromatography
Pasticide. herbicide and PCS samples a*a grouped in batches of 16 customer samoies or lessa:cordmg to the type of analysis to be performed. The OC program for each otyhese threetypes of analyses is a minimum of 20% and consists of analyzing:
- i procedural blank sampie(a reagent blank is analyzed in the case cf non-watermatrices);
- i spiked blank sample (the spiked blank is eliminated m the case of non-watermatrices):
- 1 replicate sample:
- 1 replicate spiked sample; and
- i known refernece OC sample for at least each 100 samples analyzed.
Tie irstrument is calibrated each run with three standards, and checked every 10 samples.
Analysis of Cyanides Phenols Fluonde Chloride Nitrate and Nitrite
- AH parameters are analyzes using a Tecnnicon Autojnaiyre" n GT.
- 3 calibration s;on2a'cs are analyzed at the oeannmj ana ena o- each patch
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- Each tatch (uo to 9C samples) consists of analyzing one blank, one so^ed wank, orec jpncate ana spi«.ea sample every 20 sars;es, ana an EPA known re fe rence sar.p.e
Analysis of Total Orga^c Carbon (TOC). .
TOC sampies are analyzed on a daily basis with the number of samples analyzed per aayoeoenoent on the reauest for duplicate or Quadruplicate analyses. The quality control program isDesigned to maintain the appropriate amount of OC and consists of the following elements:
- Daily instrument calibration
- One blank
- Stanoard recaiibration every 10 samples
- Spiked samples at a low and high level
- Every sample is run in duplicate at a minimum
Analysis of Total Organic Halide (TQX)
- Blank reagent water for absolute carbon backround must contain less than 5 ug/i ofhahde (as chloride).
- Using a tnchioroohenoi standard, the mean adsorption efficiency must be within +/-15% of the standard value.
- Calibration standards are run every 10 samples.
- Every samp' e is run ir cupl cate at a -ninn-iurr.
Analysis ol 2 3 7 B-TCDD (DioxirQ by GC/MS (SIM)
- Each sampie is .acssd w th a known Quantity of 13Cj?-2.3.7.8-TCDD as internalstanaard and 3> Ci^-TCDD as surogate standard. In* action li-nits for surrogatestandard results is +/- 40% of the true value. Samples showing surrogate standard•esuits outsiae of these limits are reextracted and reanalyzed.
- Two laboratory 'method blanks' are run a^ong with each set of 24 or fewer samaiesThe method biank is also dosed with the internal standard and surrroga'.e standard.
- At least one per set of 24 samples is run in duplicate to determine mtraiaboratoryDre&sion.
- Qualitative Requirements. The following are met m oraer to corfirm the presence ofnative 2.3,7.8-TCDD:
a. Isomer specificity must be demonstrated initially and verified once per 6-hourwork shift. The verification consists of injecting a mixture containing TCDD isanerswhich elute close to 2,c,.7.8-TCDD. .The 2.3.7.8-TCDD must be sepgratcd frommterferrmg isomers. with no more Iran 25% valley relative to tie 2.3.7.3-TCDD oeak.
b. The 320/322 ratio s within the range of 0.67 to 0.87.
c. ions 32C 322. ana 257 are 311 present and maximize together the signal to neannoise ratio must be 2.5 to i or bfejter for ail ; ions.
d Tne retention t«m-? is »ouci (w thm 3 seconds) the retention time for tne
e. At least one of tr>e positives can oe confirrred ty obtaining partial scan spectrafrom mass '50 ic n-.ass 351. Tne ta"i.a ( scan gu^ie^es are es ^01 ows:
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. tr-e 320/32^ ra t io s^ouia De ' 58 + /- C.'.6
. the 257/259 rat io should be 103 •*•/- O.iO
. the 194/196 ratio should.be 1.54 +/- 0.15
- One sample is spiked with native 2,3,7.8-TCDD at a level of 1.0 PPB (for soil) for eachset of 24 or fewer samples.
- in cases where no native 2,3,7.8-TCDD is detected, the actual detection limit isestimates and reported oaseo on a signal to noise ratio of 2.5 to i at ions 320 and322.
- For each sample, the internal standard is present with at least a 10 to 1 signal to noiseratio for both mass 332 and mass 334. Also, the internal standard 332/334 ratio mustbe within the range of 0.67 to 0.87.
Subcontractor QA/QC
Each subcont-actoer is required to maintain an appropriate level of Quality control. To insurethis, eacn subcontractor is required to submit to ETC the quality control data for an analyses itperforms Tms data is kept on file at ETC. in general, the amount of quality control reauired isone duplicate sample with one spiked sample for every ten analyses.
Chain-ot-Custofly
Tie cnam-cf-custody procedure is part cf c.ir qualify assurance protocol We believe ourcr.am-o-'-rustocy -eccrcl fu ly cc-nci es. with tne legal -eQuireme-its c1 federal, state and 'ocaigovernment agencies an:J of the courts o' law. T->e recorc covers:
- labeling of sarole bottles, packing the Sample Sr-utt e and transfer-ing the Shuttleunaer sea to the custody of a shipper;
- Outgoing shipping manifests;
- the cham-of-custoay fcrm completed by the oerson(s) breaking the Shuttle seal.tne sample, reseating the Shuttle and transferring custody to a shipper;
- incoming shipping manifests:1
- breaking the Shuttle's reseat;
- storing each labeled sample bottle m a secured area;
- disposition of each sample to an analyst or technician: and
- the use of the sample m each bottle m a testing procedure appropriate to the intendedpurpose of the samp e.
The recor ds s-how for each link in this arocess:
- the person with custody; and
- the time and date each person accepted or re mau.shed custsdy
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APPENDIX H
SUMMARY OF GROUND WATER QUALITY
CHEMICAL ANALYSIS RESULTS
mmmm
SOIL expiORacion
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TC A,_L OJP CLIENTS
ir, g co-!,nu"^2 e f f o ' t to i-.c'owe ou* reporting format ana aata package. we are instituting
some c"iarges or, »'i technica' ana aata management summary reports
Formatting of real numoe'S at Environmental Testing anfl Certification will follow Simple
m both technical ena data management reports in general, real Dumpers win be pnnteo with
decimal points ai>gnea. with the number of significant digits specified by the analyst, in caseswhere the spa:* anottea for printing is not enough to print the appropriate number of
significant dig ts. the numbep win PC printed without alignment of the decimal, if there is SMI
nor enojg*. ssa:e to o-'^t the numo€' m this mode, we win use a modified scientific notation
+ /-.NN\*/-OD
wne-e the numoer of significant a g ts CNNN*) is adjusted to be the maximum within the
consua'-ts o' tre p';rt.ng ssacc anc scientific notation, in order to provide the most space
fop s;g*v<ica->t 0'5 ts. t*e *E* use: m no-ma: scientific notation to denote the exponential
po't.c". is le't ojr
Effective Apm 15,1965. ai: data management reports win have the notations "NO* (Not
Detected and "B'O-' (Be-ow Method Detection Limit) replaced by the notation *<N* whe'e Nis e'the' the methoa or ectua' detection limit.
Tnis change is m response to many of your requests to establish a more uniform ana
informative metr.oc of presenting resets on data management reports. Tms change also wii:
aiiow the reade' to recognize the actual detection limit without referring to the individua1
technical report
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F"Tf* FNVIRONMfNTALt I \S Tf STING and CtRTIFICATION
Parameters
>P Volatile Compounds
Bent en eCarbon tetrachlorideChlorobenzeneCh lo rod ibromome thaneChloroethaneChloroformDichlorobromomethane
DATA MANAGEMENT SUMMARY REPORT DATE os/u,,(DM-1L) - All Parameters Present, Samples Linked by Order '
Chain of Custody Data Required for ETC Data Management Summary Report
,« ..,- ™" CITY TESTING TCT „. .....rrc Samp/e No, Company facility Samp/e Point Data
UnMt
ug/1ug/1ug/1ug/1ug/1ug/1ug/1
Dichlorodif luoromethane ug/1 'r. |-0i chloroethane1 ,2-Oichloroethane1 . 1-Oichloroethylene1 .2-OichloropropaneEthylbenteneHethylene chlorideTetrachloroethyleneToluene
ug/1ug/1ug/1ug/1ug/1ug/1ug/1ug/1
1 .2-Trans-dichloroethylene ug/11 . 1 . l-Trichloroethane ug/11 . 1 ,2-Trichloroelhane ug/1TrichloroethyleneVinyl chloride
>P Acid Compounds
Phenol
ug/1ug/1
U9/1>P Base/Neutral Compoundsblt(2-Ethylhexyl)phthalate ug/1Isophorone ug/1
S«mp/4? Potntt, Samp/ing Daret, mnd fTC Samp/e No 'fif PW9
060410N3537
t 4.4c 28c 60( 31t 10 0i 16' 2.2< 10 0t 4.7c 28t 28t 60< 7 2' 28< 4 1i 60' 16c 38i 5 0< 19c 10 0
t 1.5
21 4c 20
rf MUIODUP850411H3S40
31 9t 30c 60< 3.1
49 3c 16' 22< 10 0
1080 4t 30< 28
14 9234 7
24600• 4.0
1159 27860
10.4( 50
51 0357 5
3400
c 10 04 9
rf MWIO850411H354I
i 440 0< 280 0[ 600 0i 310 0< 1000 0i 160 0' 220 0< 1000 0
951 6< 280 0c 280 0( 600 0< 720 020340.0
< 410 01055 68115 4380 0500 0190 0
1000.0
3200
< 10 08 6
/ UW2B8504 12H3S42
t 4 4t 30< 60t 3.1< 10 0
2 02 0
10 0610 0
3 0336 S
6 07 28 84 0
c 602092 83512 6
12 21728 S
c 10 0
' 15
' 10 0< 2 2
/ WAYNtntN^850410H3543
4 42 86 03 1
10 01 62 2
10 033 22 82.8
c 60i 7.2< 28i 4.1< 6.0
25.052.4
t 5.014 1
c 10.0
< 1.5
< 10( 2 2
1 HUBtHIWtLl850410H3544
( 4 4< 28( 6 0
3 1( 10 0( 16« 2 2c 10 0
7 0' 2 8( 2 8c 60< 7 2< 28< 4 1c 60
9 127 2
< 506 5
< 10 0
( 1.S
( 10 0< 20
I 01 IB850410H3545
< 4 4< 2 8( 6 0« 3 1< 10 0( 1 6< 2 2« 10 0c 4 7< 2 8« 2 8< 6 0« 7 2< 28c 4 1( 6 0< 1 6( 3 8< 5 0< 1.9( 10 0
-
( OITB85041 1HJS46
• 4 4' 2 8c 6 0< 3 1< 10 0c 1 f,< 2 2< 10 0< 4 /
2 82 86 07 25 44 16 01 (>3 85 01 <)
10 0
-
c
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r ETC fNVIRONUfNTALTESTING end CERTIFICATION
DATA MANAGEMENT SUMMARY REPORT(DM-1L) - All Parameters Present, Samples Linked by Order
DATE OPAGE 2
Peremeteri
>P MctaliChromiumCopperNichtl 'Zinc ,Phtnollci Total
Cheln of Cuttody Dete Required (or fTC Dele Menegement Summery Report
.....I- tWIN CITY TESTING Ta ,„..,,.e TC Simple No. Compeny FeclHty Sempie Point Oett
unit*
Uf/1up/ug/1U0/1U0/1
1
Stmple Paints, Sampling Date*, end fTC Semple No '»1 MW9S850410H3S31
c 20810SO
t 50
! MWIODUP850411H3S40
207030140
5700
r HWIO850411H354I
2030302006300
f UW2H850412H3542
2010209
[ 50
F WAYNtMtN/A1 850410H3S43
< 20c 8
1040
( 50
t HOBtKIWtLl850410H3544
E 20< 8< 10
91c 50
[ 01 IB850410H354S
; oi IH850411H3S46
,--
-
ltfr (l*t d*l«cl*4f
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fTf\ fNVIRONMENTAL
Parameter*
>P Volatile Compounds
BenzeneCarbon (etrachlorldeChlorobenreneChlorodibromome thaneChloroethaneChloroformOichlorobromome thane
DATA MANAGEMENT SUMMARY REPORT <"TE os/it.,(DM-1L) - All Parameters Present, Samples Linked by Order PAG£ 3
Chain of Cuttoay Oaf • Requited lot 4FTC Data Management Summary Report
,„..,« . TWIN CITf TESTING TCT ,„,.,„,ETC Simple No. Company Facility Sample Point Date
•
unitt
ug/1ug/1U9/1og/lug/1ug/1 ,ug/1
Dichlorodif luoromethane . ug/11 . 1 -Dichloroethanet ,2-Oichloroethane1 . 1 -Dichloroethylene1 .2-DichloropropaneElhylbenzeneMethylene chlorideTetraehloroethyleneToluene
ug/1ug/1ug/1ug/1ug/1ug/1ug/1U0/1
1 ,2-Trans-dichloroethylene ug/11 . 1 . l-Trichloroethane ug/11 . 1 .2-Trichloroethane ug/1TrlchloroethyleneVinyl chloride
'P Acid Compounds
Phenol
ug/1ug/1
ug/1'P Base/Neutral Compounds
bls(2-Ethylhenyl)phthalate ug/1Isophorone
i
i.
ug/1
Sample Point*, Sampling Date*, and fTC Sample No 'tiDiTB^^^^
8504 12M3547
< 4 4t 28
6 03 1
10 01 62 2
10 04 72 82 86 07 23 24 16 01 64 05 01 9
10 0
-
.
1 01 IB850412H3S4B
i 4 4i 28c 60' 31' 10 0i 16' 22' 10 0' 4 7c 2 8t 28t 60' 72
4 8[ 4 0i 60t 1 6< 4 0c 50t 20c 10.0
-
.
I 01 IB850410H3549
4 42 86 03 1
10 01 62 2
10 0' 4.7
2 82 8
< 607 22 8
t 4 16 01 63 8
c 501 9
10.0
-
.
[ 01TB850410H35SO
4 42 86 03 .1
10 01 62 2
10 04 72 82 86 07 22 84 16 01 63 85 01 9
10.0
-
.
( OITB850410H3557
< 4.4' 28
15 03 1
10 01 62 2
10 04 72 82 86 07 22 84 . 16 01 63 85 01.9
10.0
-
.
( O I T B850412H3558
< 4 4( 2 8
6 0( 3 1
10 0( 1 6t 2 2( 10 0
4 72 82 86 07 0
« 304 16 01 64 0S O1 9
10 0
-
.
( OITB850412H3559
( 4 4' ? 8< 6 0< 3 1< 10 0< 1 6< 22< 10 0( 4 7< 28< 28
6 0' 7 2< 2 8( 4 1< 6 0< 16( 3 8< 5 0< 1 9< 10 0
-
.
/ MW3?8S0409H3560
< 4 42 86 03 1
10 01 f.2 .'
10 04 72 fl2 86 0
t 7 22 H4 16 01 63 85 0
< 1 9: 10 0
-
-
ll«i«» M*tho«f D«1t>cl.*n LHW!
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r ETC ENVIRONMtNTALTESTING ana CERTIFICATION
DATA MANAGEMENT SUMMARY REPORT DATEPAGE
Parameter$
•P Metals
ChromiumCopperNickelZincPhenolic*. Total
lUM-iL) - AII parameters Present, samples Linked by orderChain of Cuttody Data Required for ETC Data Management Summary Report
,„ •.>„ ™™ CITY TESTING TCT ,„ .,,„ETC Sample No. Company Facility Sample Point Date
Unit!
ug/1u»/lU9/1U9/IU9/1
i
Sample Point*. Sampling Date*, and ETC Sample No '*
01 IB850412H354J
.----
; OIIB850412H3S4B
.----
; OIIB850410M3549
.----
; OIIB850410H3550
.----
; OIIB850410H3557
.----
I 01TB850412H3558
-----
1 01 IB850412H3559
J MWJ?850409H3S60
-----
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C/Vx JESTINGmnd CERTIFICATION —————————————————————————————————————————————————————————— - ———— ' ——————— ~ —————————————————
Pirimftert
'P Volat i le Compounds
BenteneCarbon tetrachlorideChloroben/eneChlorodibromome thaneChlorofthaneChloroformDichlorobromome thane
DATA MANAGEMENT SUMMARY REPORT DATE os/,,,,(DM-1L) - All Parameters Present, Samples Linked by Order PAGE '
Chun of Custody Oaf a Required for fTC Dill Management Summary Report
,„..,.. TWIN CITY TESTING TCT . ,„,.,„.fTC Simple N9. Company Ficlllty Simple faint Oite
Unit*
ug/1ug/1ug/1ug/1ug/1ug/1ug/1 i
Oichlorodif luoromethane ug/11 . 1 -Oichloroethane1 .2-Oichloroethane1 . l-Oichloroethylene1 ,2-OichloropropaneEthylbenzeneMethylene chlorideTetrachloroethyleneToluene
ug/1ug/1ug/1ug/1ug/1ug/1ug/1ug/1
1 .2-Trans-dichloroethylene ug/11 . 1 ,1-Trlchloroethane ug/11 . 1 ,2-Trichloroethane ug/1TrichloroethyleneVinyl chloride
'P Acid Compounds
Phenol
ug/1ug/1
ug/1'P Bate/Neutral Compounds
bl»(2-Ethylh*xyl)phthalate ug/1Isophorone ug/1
Simple Point*. Simpling Oafe*. and fTC Simple No 'tMtLUVLAIW850410H3S6I
c 4 4< 28c 60i 3 1c 10 0< 16t 2 2t 10 0c 4 7c 28c 28t 6 0' 7 2t 28i 4 1c 60i 16i 38i 50t 19t 10.0
-
-
J 79850410H3562
c 4 4' 28i 60i 3.1c 10 0f 16c 22< 10 0i 4 7< 28t 28i 60t 7 2' 28i 4 1t 60< 16' 38< 50c 19c 10 0
-
-
J 7A850410H3S63
t 4 4< 28c 60
3 110 01 62 2
339 24 72 82 86 07 22 84 16 01 63 85 01 9
10 0
-
-
1 MW57850409H3564
i 4 4< 2 8c 6 0( 3 1< 10 0< 16< 2 2< 10 0( 4 7c 2 8c 28< 60i 7 2t 28i 4 1t 60c 1 6c 3 8< 50c 19t 10 0
-
-
/ HU42850409H3565
t 4.4i 2 8
6 03 1
10 01 62 2
10 04 72 82 86 07 22 84 16 01 63 85 0
[ 1.9t 10.0
-
-
* 39850409H3566
< 4 4c 2 8< 6 0' 3 1( 10 0( 1 6< 2 2
14 4( 4 7< 2 8
2 86 07 22 84 16 01 63 8
c 5 01 9
10.0
-
-
HU96850409H3567
< 4 4< 2 8< 6 0< 3 1( 10 0( 1 6< 2 2< 10 0t 4 7< 2 8< 2 8< 6 0c 7 2< 2 8< 4 1< 6 0< 1 6( 3 8< 50< 1 9< 10 0
-
-
/ BAII PRO!85041 1HJSl.lt
c 4 4< J 0• 6 0' J 1' 10 0
1 62 ?
10 04 J
< 2 82 86 07 23 04 16 01 64 05 02 0
10 0
-
-
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fT"/1* ENVlBONMfNTALC f Vs TtSTING and CERTIFICATION
Parameters
'P Volatile Compounds
BenieneCarbon let rachlor ideChloroben/eneChl or odibromome thaneChloroethaneChloroformDi chl or obromome thane
DATA MANAGEMENT SUMMARY REPORT ™TE o s / i(DM-1L) - All Parameters Present, Samples Linked by Order Gt
Chain of Custody Data Required lor ETC Data Management Summary Report
WIN CITY TESTING TCTCrc Sample No. Company Facility Sample Point Date
a,
Unit*
ug/1ug/1ug/1ug/1ug/1ug/1ug/1
Dlchlorodif luoromethane ua/11 . 1 -Oichloroethane1 .2-Dichloroethane1 . 1 -Dichloroethylene1 ,2-OichloropropaneEthylben/eneMethylene chlorideTetrachloroethyleneToluene
ug/1 '. ug/1
ug/1ug/1ug/1ug/1ug/1ug/1
1 ,2'Trans-dichloroethylene ug/11 . 1 . 1 -Tr Ichloroethane ug/11 . 1 ,2-Trlchloroethane ug/1TrichloroethyleneVinyl chloride
'P Acid Compounds
Phenol
ug/1ug/1
ug/1
>P Base/Neutral CMpoundi
b»»(2-Elhylhexfl|phthalate ug/1Isophorone ug/1 '
Sample Point*. Sampling Date*, and £TC Sample No'*rf MWI1
850411M3569
IS 6i 3 0c 60c 3 1
37 3[ 1 6< 2 2[ 10 0
69 6' 28c 2 8' 6 0' 7 2c 28< 4 1c 60
25 854 2
< 5 012 6
c 10 0
-
-
•1 MWIZ850411H3570
< 4 4< 3 0t 60( 3 1< 100< 1 6< 2 2< 10 0f 4 7' 28( 2.8c 60< 7.2< 30< 4 1< 6 0< 1 6< 4 0< 50< 1 9' 10 0
-
-
rf HUB850410H357I
t 4 4c 3 0< 6 0( 3 1< 10 0< 1 6< 2 2< 10 0< 50( 30< 2 8< 60< 7 2< 30( 4 1< 60
2 4t 4 0< S Oc 1.9c 10.0
-
-
J 37R850410H3572
< 4 0' 2 8< 6 0< 3 1' 10 0< 1 6< 2.2< 10 0i 4 7i 2.8= 2.8< 6 0< 7 2c 3.0i 4 1' 60< 1 6( 4 0< 5 0< 2.0c 10 0
-
-
* 36R850410H3573
4 03 06 03 0
10 02 . 0
< 2.062 .7
' 5 0< 3 0< 3 0c 6 0t 7.0t 3 0< 4 0c 60t 2.0' 4 0c 5 0t 2.0' 10 0
-
-
1 35A8504 10H3574
< 4 4< 2 8< 60< 3 1< 10 0< 1 6c 2.2< 10 0< 4 7
3 02 86 07 . 23 04 16 01 64 05 02 0
10.0
-
-
* MW7850410H3575
< 4 0< 3 0
6 0< 3 1< 10 0< 1 6< 2 2< 10 0
6 1< 3 0< 2 8< 6 0< 7 2< 3 0< 4 1< 6 0
1 8< 4 0< 5 0< 2 0< 10 0
-
-
/ 38850410HJS/b
< 4 0< J IIc (, (I< J 1< 10 0< 1 1,' 2 .'
21? I( 4 ;< 2 Hi 2 11< 6 U< ; .'< .] (1< 4 1< (, 0< 1 <>c 4 0
S 0( 2 0< 10 0
-
![Page 129: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/129.jpg)
CTf* CNVIHONMfNTAL .. ,___„C f Vs TfSTINQ »nd CCRTIFICATION , , , . .
•Jarameferj
>P Metals
ChromiumCopper •NichelZincPhenolic*. Total
DATA MANAGEMENT SUMMARY REPORT(DM-1L) - All Parameters Present, Samples Linked by Order
Ch»in of Cuttody Data Rtqui/ed lot fTC Oaf a Mtntge merit Summary Report
^ ...» ~W CITY T«TING TCT ,„ „,„fTC Samp/t> A/o. Company f jc>//fy Sample Point Oar e
£/„»»
ug/1ug/lug/lug/lU9/1
DATE OS/ It,/PAGE 6
Simple Pointt. Sampling Dtte*. and f TC Samp/e A/o '»
MILUBUW850410H356I
----
F 7B850410H3S62
----
r 7*.850410H3563
_---
J HU57850409H3564
----
f MW42850409M3565
----
/ 39850409H3S66
----
MU96850409H3567
/ BAII TRBI t8f>04l 1HJS6H
----
r
![Page 130: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/130.jpg)
r ETC [ NVIRONMENT AtrtSTING and Ct RTIFICATION
DATA MANAGEMENT SUMMARY REPORT(DM-1L) - All Parameters Present, Samples Linked by Order
DAHPAdt
Parameters
'P Meta ls
ChromiumCopperNickelZincPhenolic*. Total
Chain of Custody Data Required tor tTC Data Management Summary Report
WN CITY TESTING KTETC Sample Wo. Company Facility Simple Point Date
Unitt
ug/1U9/1U9/1ug/1U9/1
i
Sample Points. Sampling Dates, and ETC Sample No '>
J MU11850411H3569
----—
hi MW1?8S04I1H3570
----~
J MWB850410H357I
----~
I 37R8S0410H3S72
----
"
/ 36R850410H3573
----~
/ 35A8S04IOH3574
----~
1 MU78504 1 0H3S7S
•1 .1118 S 0 4 I OH.)!i/t.
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rfNVIRONMCNTAl
C f W TESTING a n d CERTIFICATION , . ,DATA MANAGEMENT SUMMARY REPORTrr>M-ii * - *" «----- •
Parametert
'P Volatile Compounds
BenzeneCarbon let rachlor ideChloroben/eneChlorod-ibromome thaneChloroethaneChloroformDichlorobromomethane
DATA MANAGEMENT SUMMARY REPORT DATE os/n(DM-1L) - All Parameters Present, Samples Linked by Order L *
Chain or Cuttody Data Required for fTC Data Management Summary Report
w«« clTr T"1*"3 TCT
f re Sample No. Company facility Sample Point Date
Sample Pointt. Samoima n.»— —— • -— -
Unit!
ug/1ug/1ug/1ug/1ug/1ug/1 •ug/t
Dlchlorodi f luoromethane • ug/11 1 -Oichloroe thane1 ,2-Dichloroethane1 . 1 -Dichloroethylene1 ,2-DichloropropaneElhylbenzeneMethylene chlorideTetrachloroethyleneToluene
ug/1ug/1ug/1ug/1ug/1ug/lug/1ug/1
1 .2-Trans-dichloroethylene ug/11 , 1 . l-Trichloroethane ug/11 . 1 ,2-Trichloroethane ug/1TrichloroethyleneVinyl chloride
3P Acid Compounds
Phenol
ug/1ug/1
ug/1
'P Bate/Neutral Compounds
bli(2-Ethylhexyl)phthalatt ug/1Itophorone ug/1
Sample Pointt. Sampling Dttet, and fTC Sample No 't
j Wl 1 OW4 1 Ottf> * dH5 tUWINSALEKI JDHMitJraiN i«»" " • — ~850412 850412 85fl4l5 P «/>.... — ---H3577
t 44t 3 0
6 0t 3 1< 10 0i 1 6< 2.2c 10 0t 50t 28c 28c 6 0' 7 2< 30i 4 1t 60
2 426 6
f 5 067 6
i 10 0
-
-
4 OW48504)2H3S78
4 43 06 03.1
4368 0< 1 6i 2.2c 10 0
894 247 3
i 2 8c 6 0
35 96 2
c 4 0223.1
7 63 8
< 50t 1 9< 10 0
-
.
J OW6850412H3579
4 43 06 03 1
' 10 0< 16t 2 2< 10 0
328 3' 28
20 5c 60t 72= 30c 4 1c 60
127 4262 0
c SOi 19( 10.0
-
.
rf OH5850412H3580
' 4 4< 3 0
6 03 1
10 01 62 2
10 053 82 82 86 0
' 723 04 16 0
14 012 05 04 8
< 10 0
-
-
tUWINSALtK8504 IIH3S8I
c 44( 3 0' 6 0< 3 1< 10 0
1 62 2
10 04 72 82 86 07 23 04 16 0167 45 02 0
10.0
-
-
JOHFOUGAN850412M3582
4 43 06 03 1
10 0( 1 6< 2 2< 10 0
16 6< 2 8
3 8( 6 0' 7 2c 30< 4 1c 6 0
24 557 6
< 5 0( 1 9< 10 0
-
-
HANLEY850412H3583
< 4 4< 3 0< 6 0< 3 1< 10 0( 1 6< 2 2< 10 0< 4 7< 2 8< 2 8< 6 0' 7 2< 3 0« 4 1< 6 0c 1 6
6 4< 5 0< 1 9< 10 0
-
-
/ DWB850411HJ5H4
44 0( ?8 0' 60 0
31 0< 100 0t K> 0
22 0: 100 0
128 7< 28 0
137 J< 60 0• 72 0no o> 41 0< 60 0
680 j1 7H6 0
< 50 0706 3
< 100 0
-
-
![Page 132: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/132.jpg)
ETC ENVIRONMENTALTESTING and CERTIFICATION
DATA MANAGEMENT SUMMARY REPORT(DM-1L) - All Parameters Present, Samples Linked by Order
DATf 0 C , / H ,f'AGt IU
Parameters
'P Meta ls
ChromiumCopperNickelZincPhenolic*. Total
Chain of Custody Data Requited lot fTC Data Management Summary Report
*„„.,.. TWIN CITY TESTING TCT ,„..,„.fTC Sample No. Company Facility Sample Point Date
Unitt
ug/1ug/1ug/1ug/1ug/1
Sample Points. Sampling Dates, and fJC Sample No 't
1 DU7850412,H3577
_---
/ OU4850412H3578
.---
rl OW6850412H3579
_---
J OU5850412H3580
----
FOWINSAILK8504 l <H358I
----
JOHNDUGAN850412H3582
_---
HAN1EY8H
50412.1583
/ nun8M14 1 1H.fSHI
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^B^££jMftJ>*~'"" ^^
NMfNTALC f \X TESTING and CERTIFICATION —— —————————————————————————————————————— — ———
Parameter*
>P Volat i le Compounds
BenieneCarbon tetrachlorideChlorobenzeneChlorodibromome thaneChloroelhaneChloroformOiehlorobromomethane
DATA MANAGEMENT SUMMARY REPORT(DM-1L) - All Parameters Present, Samples Linked by Order
Chain of Custody Data Requited lor fTC Data Management Summary Report
f« e.)~ • 1W1N CITY TESTIKJQ TCT ^ „,_CTC Sample NO. Company Facility Samp/* Point Oaf*
Unlit
ug/1ug/1ug/1ug/1ug/1ug/1ug/1
Dichlorodif luoromethane ' ug/11 . 1 -Oichloroethane1 .2-Oichloroethane1 . 1 -Oichloroethylene1 ,2-DichloropropaneEthylbenieneHcthylene chlorideTetrachloroethyleneToluene
ug/1ug/1ug/1ug/1ug/1ug/1ug/1ug/1
1 ,2-Tranj-dlchloroethylene ug/11 . 1 . 1-Trlchloroethane ug/11 . 1 ,2-Tnchloroethane ug/1TrichloroethyleneVinyl chloride
>P Acid Compounds
Phenol
ug/1ug/1
ug/1>P Bate/Neutral Compounds
bis(2-Ethylhexyl)phthalate ug/1Isophorone ug/1
DATE 0',PAGE 1 1
i. Sample Points. Sampling Dates, and fTC Sample No '»rf HUM
8504 11H3585
8 82 86 03 1
< 10 01 6
i 22< 10 0
6 5< 2 8( 2 8< 60
52 4c 3 0
63 428 1
266 4i 4 0' S O
1 7 049 8
-
-
ItMBtKlitK850412H4933
4 07 7
< 6 0S O
< 10 0251.2
28 1t 10 0
8 7< • 2 8< 28< 60< 7 2c 2.8< 4 1c 60
2 630 4
c S O26 4
t 10 0
-
-
KALILS850413H4934
[ 4 43 0
i 6 0' 3 1i 10 0' 16< 2 2< 10 0i 4 7< 2 8( 2 8[ 60t 7 2t 2 8c 4 1t 60
2 57 4
t 502 4
c 10.0
-
-
r
![Page 134: SDMS US EPA REGION V -1SDMS US EPA REGION V -1 SOME IMAGES WITHIN THIS DOCUMENT MAY BE ILLEGIBLE DUE TO BAD SOURCE DOCUMENTS. 0 0 00 0 0 5 I i i I i I i i I i i i i i I I I APPENDIX](https://reader033.vdocuments.site/reader033/viewer/2022050110/5f47e8b8e7fe867b082b164c/html5/thumbnails/134.jpg)
r ETC fNVIRONMfNTALItSTING »nd CERTIFICATION
DATA MANAGEMENT SUMMARY REPORT(DM-1L) - All Parameters Present, Samples Linked by Order
DATE O S / I t , / 'PAGt I/
Parameter*
•P Metals
ChromiumCopperNickelZincPhenol.lcs. Total
*
Chain of Cutfotfy Oafa Required lor ETC Data Management Summary Report
s« »»io» WIN CITY TESTING TCT J(e |€lo-
ETC Sample No. Company Facility Sample Point Date
Unit,
ug/1ug/1ug/1ug/1ug/1
Sample Point*. Sampling Dates, and ETC Sample No '*
F HUM850411H358S'
.---
UMBtRUtK850412H4933
----
KALltS850413H4934
----