State of Wisconsin\ DEPARTMENT OF NATURAL RESOURCES Southeast Region Headquarters Jim Doyle, Governor 2300 N. Dr. Martin Luther King, Jr. Drive Scott Hassett, Secretary Milwaukee, Wisconsin 53212-0436 Gloria L. Mccutcheon, Regional Director Telephone 414-263-8500 FAX 414-263-8606 TTY 414-263-8713 December 12, 2005 Mr. Michael Westover Product Service 4530 West Burnham Street Milwaukee, WI 53219
SUBJECT: Final Case Closure - Product Service/Former Lawran Foundry 4700 West Electric Avenue, West Milwaukee, WI 53219 WDNR BRRTs#: 03-41-280558; 02-41-523341; FID#: 341041360
Dear Mr. Westover:
On December 7, 2004, your site as described above was reviewed for closure by the Department of Natural Resources (Department). The Department reviews environmental remediation cases for compliance with state laws and standards to maintain consistency in the closure of these cases. Information submitted to the Department for your closure request included: soil and groundwater documents for GIS registry; draft of deed restriction for residual contaminated soil and notification letter to the Village of West Milwaukee regarding soil and groundwater contamination beneath the right-of-way of Electric Avenue. After review of the closure request, the Department granted a conditional closure to the subject site on December 21, 2004, and requested additional information to satisfy the conditions of closure.
On December 12, 2005, the Department received correspondence indicating that you have satisfied the conditions of closure. The conditions of closure required the responsible party to: a) install and maintain an engineered barrier on the property; b) sign and record a deed restriction on the property; and c) abandon the groundwater monitoring wells. Based on the correspondence provided, it appears that your site has been remediated to Department standards in accordance with s. NR 726.05, Wis. Adm. Code. The Department considers this case closed and no further investigation, remediation or other action is required at this time.
Your site will be listed on the DNR Remediation and Redevelopment GIS Registry of Closed Remediation Sites. Information that was submitted with your closure request application will be included on the registry. To review the sites on the GIS Registry web page, visit http://maps.dnr.state.wi.us/brrts
Please be aware that this case may be reopened pursuant to s. NR 726.09, Wis. Adm. Code, if additional information regarding site conditions indicates that contamination on or from the site poses a threat to public health, safety or welfare, or the environment.
The Department appreciates your efforts to restore the environment at this site to productive use. If you have any questions regarding this letter, please contact me at (414) 263-8639. Sincerely, A . t-~lC-~d~ Eric Amadi Hydrogeo!ogist - SER/Milwaukee . . . cc: Kendrick Ebbot-Alpha Terra Science, Inc./ Don Gallo, Esq. - Reinhart Boerner et. al; Dave Misky - City of Milwaukee / SER Case File #: 03-41-280558; 02-41-523341 www.dnr.state.wi.us Quality Natural Resources Management www.wisconsin.gov Printed on Through Excellent Customer Service Recycled Paoer reinhartlawcom
ATTORNEYS AT LAW December 12, 2005
Donald P. Gallo, Esq., P.E. Direct Dial: 262-951-4555
Mr. Michael Westover Product Service & Manufacturing Corp. By 4530 West Burnham Street Milwaukee, WI 53219
Mr. Eric Amadi Wisconsin Department of Natural Resources 2300 N. Dr. Martin Luther King Jr. Drive Milwaukee, WI 53212-3128
Dear Mike and Eric: Re: Deed Restriction Property Located at: 4700 West Electric A venue, Milwaukee, WI
I enclose a copy of the recorded Deed Restriction that I recently received from the Register of Deeds' office regarding the above-referenced property.
If you have any questions, please contact me.
Yours very truly, !p~t?.M Donald P. Gallo
Waukesh\34843DPG:TMS
Enc.
PO. Box 2265, Waukesha, WI 53187-2265 • W233 N2080 Ridgeview Parkway, Waukesha, WI 53 188 Telephone 262-95 1-4500 • Facsimile: 262-951-4690 • Toll Free: 800-928-5529
Milwaukee, WI • Telephone: 414-298-1000 • To ll Free: 800-553-6215 Mad ison, WI • Telephone: 608-229-2200 • To ll Free: 800-728-6239 1111111 IIIII IIIII IIIII IIIII IIIII IIIII 1111111111111 \~ * 0 9 1 2 8 1 0 9 * DOC.# 09128109 REGISTER'S OFFICE I SS Milwaukee County, WII Document Number DEED RESTRICTION RECORDED 11/09/2005 01:52PM
Declaration of Restrictions JOHN LAFAVE REGISTER OF DEEDS In Re: Lot 2, except the North 401 feet in Block 2, in Assessor's AMOUNT: 33.00 Plat No. 294, in the Southeast 1/4 of Section 2, in Town 6 North, Range 21 East, in the Village of West Milwaukee, County of Milwaukee, State of Wisconsin
STATE OF WISCONSIN ) ) ss COUNTY OF Milwaukee)
Recording Area WHEREAS, Product Service and Manufacturing Corp., Inc. is the Donald P. Gallo, Esq. owner of the above-described property. Reinhart Boerner Van Deuren s.c. P.O. Box 2265 Waukesha, WI 53187-2265
473-1017 Parcel Identification Number
WHEREAS, one or more chlorinated volatile organic compounds (CVOC), lead, diesel range organic (DRO) compounds, petroleum hydrocarbon and/or polynuclear aromatic hydrocarbon (P AH) discharges have occurred on this property, and as of December 2003 when soil samples were collected on this property, CVOC, lead DRO, petroleum hydrocarbon and/or PAH-contaminated soil remained on this property as described below and as depicted in the attached figures:
Lead: beneath western portion of building and southern parking area (Figure 4) DRO and PAH compounds: various locations across property (Figures 8,9 and 10) CVOC compounds: beneath northeast portion of property by W. Electric Avenue, beneath building, outside northwest comer of the building and far southwest corner of property (Figures 5 and 6)
WHEREAS, it is the desire and intention of the property owner to impose on the property restrictions which will make it unnecessary to conduct further soil remediation activities on the property at the present time.
NOW THEREFORE, the owner hereby declares that all of the property described above is held and shall be held, conveyed or encumbered, leased, rented, used, occupied and improved subject to the following limitation and restrictions:
The paved surfaces and the building foundation that existed on the above-described property on the date that this restriction was signed form a barrier that must be maintained in order to -.
prevent direct contact with residual soil contamination that might otherwise pose a threat to human health. These structures are also required in order to minimize the infiltration of water and prevent additional groundwater contamination that would violate the groundwater quality standards in ch. NR 140, Wis. Adm. Code. The paved surfaces and the building foundation shall be maintained on the above-described property in the locations shown on the attached map (Figure 14), labeled "Proposed Engineered Barrier", unless another barrier, with an infiltration rate of 10·7 cm/sec or less, is installed and maintained in their place. The existing structures, and any replacement barrier with an infiltration rate of 10·7 cm/sec or less, shall be maintained on the above-described property in compliance with the "Engineered Cap and Building Barrier Maintenance Plan" attached as Exhibit A, as required by section NR 724.13(2), Wis. Adm. Code (1999).
In addition, the following activities are prohibited on any portion of the above-described property where an impervious cap has been placed or where impervious surfaces exist (see attached map "Proposed Engineered Barrier"), unless prior written approval has been obtained from the Wisconsin Department of Natural Resources or its successor or assign: (1) Excavating or grading of the land surface; (2) Filling on capped areas and areas with impervious surfaces; (3) Plowing for agricultural cultivation; and (4) Construction or installation of a building or other structure with a foundation that would sit on or be placed within the cap or impervious surface.
This restriction is hereby declared to be a covenant running with the land and shall be fully binding upon all persons acquiring the above-described property whether by descent, devise, purchase or otherwise. This restriction inures to the benefit of and is enforceable by the Wisconsin Department of Natural Resources, its successors or assigns. The Department, its successors or assigns, may initiate proceedings at law or in equity against any person or persons who violate or are proposing to violate this covenant, to prevent the proposed violation or to recover damages for such violation.
Any person who is or becomes owner of the property described above may request that the Wisconsin Department of Natural Resources or its successor issue a determination that one or more of the restrictions set forth in this covenant is no longer required. Upon the receipt of such a request, the Wisconsin Department of Natural Resources shall determine whether or not the restrictions contained herein can be extinguished. If the Department determines that the restrictions can be extinguished, an affidavit, attached to a copy of the Department's written determination, may be recorded by the property owner or other interested party to give notice that this deed restriction, or portions of this deed restriction, are no longer binding.
By signing this document, Michael Westover, as Vice-President, asserts that he is duly authorized to sign this document on behalf of Product Service and Manufacturing, Inc ..
IN WITNESS WHEREOF, the owx:cfthe prpperty has executed this Declaration of Restrictions, this O 7 day of ,1vt,., be.- , 20 0!5. Signature:~4~L--- Printed Name: /?7, 'c.. /, 4 e / _) , tJe.s l-dv-f .-- Subsc;:j~d and swot,}o before me this 'ff/1..._ day of ~~ihA,/, 20 {)S-_ VIL
This document was drafted by Donald P. Gallo, Esq. based on a model deed restriction provided by the Wisconsin Department of Natural Resources EXHIBIT A
ENGINEERED CAP AND BUILDING BARRIER MAINTENANCE PLAN
May 10,2005
Property Located at:
4700 W. Electric Avenue, Milwaukee, WI
341041360, 02-41-523341; 03-41-280558
LOT 2, EXCEPT THE NORTH 401 FEET IN BLOCK 2, IN AsSESSOR'S PLAT NO. 294, IN THE SOUTHEAST ¼ OF SECTION 2, IN TOWN 6 NORTH, RANGE 21 EAST, IN THE VILLAGE OF WEST MILWAUKEE, COUNTY OF MILWAUKEE, STATE OF WISCONSIN
PARCEL TAXI.D.#473-1017
Introduction
The purpose of this document is to present a Maintenance Plan for an engineered cap and building barrier at the above-referenced property per the requirements of NR 724.13(2) of the Wisconsin Administrative Code. The maintenance activities relate to the existing slab on grade building and other paved surfaces occupying the area over the contaminated groundwater plume and soil on-site. The contaminated groundwater plume and soil is impacted by chlorinated volatile organic compounds (CVOC), lead, diesel range organic (DRO) compounds, petroleum hydrocarbon and/or polynuclear aromatic hydrocarbons (P AH). The location of the paved surfaces and building to be maintained in accordance with this Maintenance Plan, as well as the impacted groundwater plume and soil, are identified in the attached map (Exhibit A).
Engineered Cap Purpose
The paved surfaces and the building foundation over the contaminated groundwater plume and soil serve as a barrier to prevent direct human contact with residual soil contamination that might otherwise pose a threat to human health. These paved surfaces and building foundation also act as an infiltration barrier to minimize future soil-to-groundwater contamination migration that would violate the standards ofNR 140 of the Wisconsin Administrative Code. Based on the current and future use of the property, the barrier should function as intended unless disturbed.
Annual Inspection
The paved surfaces and building foundation overlying the contaminated groundwater plume and soil and as depicted in Exhibit A will be inspected once a year for cracks and other potential exposures to underlying soils. The inspections will be performed to evaluate damage to the floor due to exposure to the weather, wear from traffic, increasing age and other factors. Any area where soils have become or are likely to become exposed will be documented. A log of the inspections will be maintained by the property owner and is included as Exhibit B, Cap Inspection Log. The log will include recommendations for necessary repair of any areas where underlying soils are exposed. Once repairs are completed, they will be documented in the inspection log. Maintenance Activities
If exposed soils are noted during the annual inspections or at any other time during the year, repairs will be scheduled as soon as practical. Maintenance activities can include patching and filling operations or they can include larger resurfacing or construction operations. In the event that necessary maintenance activities expose the underlying soil, the owner must inform maintenance workers of the direct contact exposure hazard and provide them with appropriate personal protection equipment ("PPE"). The owner must also sample any soil that is excavated from the site prior to disposal to ascertain if contamination remains. The soil must be treated, stored and disposed of by the owner in accordance with applicable local, state and federal law.
In the event the paved surfaces and/or the building overlying the contaminated groundwater plume and soil are removed or replaced, the replacement barrier must be equally impervious, with an infiltration rate equal to or less than 1 x 10-7 cm/s. Any replacement barrier will be subject to the same maintenance and inspection guidelines as outlined in this Maintenance Plan unless indicated otherwise by the Wisconsin Department of Natural Resources ("WDNR") or its successor.
The property owner, in order to maintain the integrity of the building structure, will maintain a copy of this Maintenance Plan on-site and make it available to all interested parties (i.e. on-site employees, contractors, future property owners, etc.) for viewing.
Amendment or Withdrawal ofMaintenance Plan
This Maintenance Plan can be amended or withdrawn by the property owner and its successors with the written approval ofWDNR.
2 MW-JJ ...dL_ 1-3' II0ppn ;y--~32,....ffl.» I ··O •
-
- ~-• ...., MW-JI ""°" __ .d....2-ruppm II - V 6-l'Uppm n - ..._._ - .... LEGEND I! X 124 s..,..u .... I ~ --uSa,,illellq,II, .. ,.. ll- Ladeca-.a.....,(1'11111) ... lkll-NITll.....WIICI. _.,.__ SOL IICIIJNO ..., • tw-lt\l,t lEM'CIIWlYWlll(IIEMOVED) - (M}Maliila -·♦ LabMll)1lal lbw! ♦ MW-JO n-11 2...flOppn -tw.z ""'""' ◄ -6'9.llllffl EXCAV.IIIION AREA - l'l◄ ppn - - NR 1 ◄ 1 MCNTOIUNO WELi.i PIEZOMErEll -- .... I PbSOO- ISOCONCENTRATION OF -- LFAD(~) -· •IH 2' 1.5 A'ffl f.STIMATED EXTENT OF LEAD I! ••- A _, ABOVEDIRECTeotrrAcr RCL J - EXCAVATION ~ ~-~=;JFROM ◄ 1010 FElrr ..A_ MW-2' , - ,iii ..., ---.p- 2-f 48 J1P1t _a....2..f ◄071'1ffi 6-l'lORlffl J,x: ~-rt•I' Z,tJQ 11191 , ◄S-50' 10 AJ111
..------, EXCAVATION )(TW-37 - -·--- 1U9FEEJ" -.. - ••16')( l(tw.lJ BURNHAM Atno SALVAGE PROPEIUY
PZ..10 MW-1-$- A 3' 10 A'ffl •.u MW-ll 1-3' IIJ""" ALPHA TERRA 7-'12711J'Pn -fl\Y-l ICIINCI ESTIMATEDEXTulITOI-" 11-ll'9.7wm_dL . • LEAD ABOVE DIRECT Pb 500 --v· . FIGURE4 COIIITACTRCL?, ~------,lW-40 ,, ,w.39 Soilchern - Lead isoconc r - ' )( ,, t-r IM,,_ ------·12/14/04 ·-··-·------·-----··-·------< .. ' \ 1-l.~~.::- ..J.ll'_,.. LT'-- ' ' \ title: \ SOIL CHEMISTRY: LEAD ? , . \ ,'3.1:oJ.. 1W-4r \ ._, ''\ ·-· ···------·· ·····-----•-·-··-----·------. ------\ '"flfl•r••- \ lrojt
MW0 ll ---- 2-4" - ....CVOCM> CVOCM> - ,,, E/TCE'7D-, - .... 8-lOCM) / , .... LEGEND ~N>, ... I . "' X ,. ... I / - "' #211 l!XCAVMION CVOCN> I /PCE/TCE7 4.({ AREA l( do 17NII - I l'U\SY J Tl.112117 )I( I I'-• Vl"4lY I -•• I I CVOCND -·-; • 11-lO MW•lll -· I 2..,. )I( TW-19 ti.I TEMPOIIARY WELL (REMOVED) .. ,,_... (M) Moblo Lab Anol)1ical llmul - l'Cli l9 I +6" NCJfl/~ ~,_.,. l,211U,: NR 1•111,IONITORJNG WELL hl!MaHlo lallm.- CVCCNI> ~MW•l ORPIEZOMErER ,.,....., _ _... '\J SUMP•ID SUl,l'INSTALI.EDPOST-l!X('.AVMI~ - )I( --- 1 t--11------. B-34 OEOPRORE BORING/ WELL PCE/TCE 700 ISOCONrnNrnATION OF TE'rnAO I RETII • E ---- OR 1RICf-lLOROITTliENE {ug/kg) I ! IPCF/ •l~J -- PCF/ ~ffi70 \ TCE700 1 \ I I
I~ I ESTIMATED EXTEITT I OF SOIL ABOVE MIGRATION TO '"""' )I( GROUNDWATER RCL ,..,,lW•ll(M) CVIX:ND I • _, AREAB n.u 1:1 r_,,. ~ND EXCAVATION • - T09FEET 11-21 IJ66-1"- - ••11-1 CVU:N> IJ.11
#ll ,_7 C\IOCM>
)I( lW-24 (1\.I) 4-6Sdl6 4,-Tcio 7
8-16(M) 9-laci,, U .16-ll'cil 14 - •·a1z BURNHAM AlITO )I( SALVAGE PROPEIITY
)I( lW•ll (M) H-6'ci,,IU ~~ U•Tdlll PZ-10 CVOC~ ~~J:NO y l~l(ll,I) .t'EDEXreIT ~ • MW•t _. - '- A ~~11 BC?~ '--..... / ,,,• - , ·"-· ... -·· ALPHA TERRA GROUND . • RCI, '/ / ~\- SCIINCI MW-JJ I ' / . .. . '~ :/i;l.16\ \ I ~ ,, \ ·-----··-- .. ------_., ..4..N:E~ I "°' \ \V' lt:1!426 ! J I~-· (M) ~.... , FIGURE5 \ ~ ' / •. I cilU lW-40 TW-39 \ ' - / PCEI )!( ,'-11-13•,.,/ 12/13/04 Scilchcm PCI! TO:.lkl' -····-----··------·-·--·------i ~:V~NI), tillt: SOIL CHEMISTRY: ISOCONCENTRATION PCEANDTCE m\ltt: .___ F_OR_M_E_R_L4l_MAN __ F_OU_N_D_RY ______-Approx1"=3~ 1 OiN: PRODUCT SERVICE CORPORATION .,. KAE BURNI 1AM Al ITO SALVAGE PROPlm'V
L2'1~g1;~, ...\,, - - Vt•459 .._ - VCl40 OCEJ70/VC 14 --DCEJ7NC 1.4 ~MW-I
MW-31 l-1 CYOCND - 6-r CVOCND - -- - ""' X llll 4-6 d1171111 I l't1!S9 ! lll,:1117 I _, -· \IC ◄5V WtiTHlttlAlllll rvocND - ♦ eB-JO MW-30 J.,f ,..,_.... l'Cl!'9 - 4-6' --- CVOCND , -- DCEJ7 ISOCONffiNfRATION OF -- as 1,2-DIO-fLOROETIIENE r-----t--"-".,..,.,----ff-- vc 1.4 OR VJNYLOII..ORIDF.(ug/kg) • I] ••1 J -'""_,. ..4..MW.J9VH PC.'En...... PC£SI I [I,_ .. • ---· IJ.ll - 1:16 6-1'- ••1•1 CVOCN> 11-11
0-2'CVOCND 1]■ ,.7 HCVOCND 1W-36 CVOCND 0-2' PC'EHO l-rCVOCM> ){ TW-l4(M) 6-l'CVOCND 4-6.5'd■ 6 6S.7ci■ 7
8-l6(M) 9-Htcil ll l6-ll'd■ 14 - 46'ci■ ll BURNHAM AUTO )( SALVAGE PROPEirrY
)( TW-U(Ml 0-6'asl0 U-7ci■ H P7,IO ◄IM2' C.vtr.ND lt.-51Ml :JIMII A MIV•I • ct., ALPHA TERRA ICIINCI ------·----·-·-·---·- TW-1 (M) lrl'llf. FIGURE 6 1.. ci■ ll 1W-40 PCEI 12/13104 Sakhen DCE VC 1111' 11-13' CVOCND
Utl• SOIL CHEMISTRY: ISOCONCENTRATION DCE AND VINYL CHLORIDE ...... ···-- ·--··-· ·-· -· --·-··---··-----···-· --·· -----•--·--·------.------· )(TW-41 1--ITil\tt\-:_' _F_O_R_M_E_R_l.Pi_~ __ F_OU_N_DRY ______~- -i•;,;~;·~-a 3 n..-, PRODUCT SERVICE CORPORATION ... KAE MW-32 1-3' DR061 PVOCND 4-(I DR07J ~ PVOC~ #28-1.f,' __ x...__j DR0ll2UU PVCCND MW-9 #2').\-8" I-r DROll.~IIJ'x' DR0211NI XYL 402 V 1MB 425 113¥1···--- -·-
...... ~~riJ';·~;r----,...... :..:~11o.., X\L 9760 n ... ~,, EICJ.lO T488 lW-llll-6' ll\182475 DR.02(, PVOCND #94- LEGEND X E' )1(1w.19 TEMPORARY WELL (REMOVED) CJ EXCAVATION AREA ..... NR 141 MONITORING WELL or PIEZOMETT-R ~MW-3 V SUMP-JO SUMP INSTALLED POST-EXCAV,xJlON __ - ~ f:SllMAlHlCDNC'ENRATION(ug,'kg) • \ ., ANDEXTENTOFSOILAIJOVE 11-2 .,. - - Rf:.SUXJALalNfAMINANfLE.VEI..S X=XYLENES I B=BENl.ENE ! J "'LT ,..,..PO..ANO ~MW-29 VH 6-8' DRO80 DROII0 XYL 153 XVI. 130 000A )I( T 76, TMU 59 TM. TMB 43 1W-18(M) 9-1(1 PVOCND #326-H' DROJIO l>ll • ...... XYl.238 0 r,ansi," a M.in.,._, Sa... 000A • #Jl16-M' B-21 DROH XYL307 DROl.~ ,.. , ~::·PVOCND .. T 127, 1MB 127 11-ll Rcs1 of PVCCs ND eB-25 AREAB #37 11 "'"'•c.- #381-T DR0<6 I ·- EXCAVATION DROl49 Mll3E41 T09FEET ),.-YI.2-'2 T 110, Thffi 100 )I( lW-N(~O -1-GS'PVOCND 6S-TPVOCND B-l6(M) 9-IO'OETXND 26-28' llETX ND -· 41/BliXND )I( )I( lW-13 (M) 6-K'BETXND 4 MW•' 4-U )I( lW-ll (M) PV(X:ND 4H/BEfl(ND BURN! 1AM AUTO M\V-4 3.3• 63-TBETXND SALVAGE PROPERlY PVOCND4 -#411-42'PZ-IO 'IW-39 ~~---- MW-I B-lt•O ·- 4l_m6.~ N~~B ,u. E .uutl, T 7020, 8f:TX ND X2621NI. Thffi27130,Nll.l•n I" t; - .. 836 2-39'DR027-11'1 ,.,,_// ', XYL364 BIJI0,[~911,Tlll'JIII, iv \ E45 X.l1"°'Nl,Thffi278111.N"-'20 \ .La._ \Tl98 7-H'DR0<6l,BJl,Xll7, ~ V lll'\fil!l4 A TMUI06li,NJ15_1- ..... B:::: I u==S ______.. _s , .... _, lW-1-i(M ALPHA TERRA ?, ------~ """ ..., ..., : ..., MW-33 .. 7-8' UETX D 'll- « ,.3• SCIENCE , .. - --::--50 1, _ --- _ _ ... ',',\\~82:,500,X=lO,OOO .... , , 1>~:~~ ,, ' ',,,•,,TM8l7<1 FIGURE? ',', ', )( lW-40 ,, I ,, 11-13' , , , I I D 22.',0 DR023 ',',',;. I\ I XYL H XYl.l B-16(M) 9-111 l!£TX NO :16-Jr llETlf ND - 46'BE1XND )( MW-,4 )( TW-IS(M) P\'OCNO H6'8ETXNO ""' BURNI 1AM AlJIU U-1'BIITXND SALVAGE PROPER'.IY 0.l'DIOJJ!III MW-3 I 5iU"911, T 'lUI, 4-6' XJU•. TMll 27130, N.,,. 836 2-l.9' lllO J1D XVl.364 1u11,1-.T.-, E45 Tl98 ~~1::,~:'.\",~ nRO 'GO!- - ., A 1MSll4 TMBIQ",6,NJIS ? --- .a.., ~ A -- ·v ' ? ---•• ------______MW•33 \ I )( t:"·~ ~LPHA TERR 7 ICIINCI -... ~-, - -;..;;,v~0 ,~ PIIO•· 17J I11 DIIOU..• ., '\ \ \ ,Ill I XYL"1 ', ', \ lM\1761111,n.11,J FIGURES '\ \ I I ll-ll' '\ '\ I tlROJl '\ '\ '\ I I XYI.SO' '"" 12113/04 ORO lsocon.skf '\ '\ '\ ~- I I T<30, '1MB 1920 _.___··--··-·------•--- -·-·------, , -ap 1W-41 , ______' ... ,,~~0 )(,,1 tn!,: Soil Chemistry - lsoconcentration 7 ~'\ '\ , , '\ ' ·, I Diesel Range Organics 0' \ I I .,a.',--o,", ... , ,I _-_·'_' _S_ITE_I_NVEST__ 1c;.i,;_:rt_ON_A_:r_F_OR_M_E_R_lfi_~ ___ FOUNO__ R_Y __ -1,.. Approx • • a5' 1 ... ,,, PRODUCT SERVICE CORPORATION -• KAE ? I' AREAA - I ·• EXCAVATION ? TOIOFEEr ~IC I - --1'"' ~-31 z..r 11-r lllt041 llR041 - WU, PAHOI(. \ \ \ - -..J.. r - .... I LEGEND ~'20 ::;..--:,...UnilS..,1111...... 11-l!ll( ? I IIRO 11• IJRO-inpp,,(IIClLII..._.NR 72Ucocoaooo1 ND• Nol llolodod 11-lrllRO 10 ,.,. _,_,,, .,..,,,..._, 11-17DROND I I ... __ ! ---'""'·"-IU -···--···-·Di_..,.,-11>1---•...,..'-l ___._fl>pn) __,, I 9-J.'1 ..... 1-' I Mlllll,_.,_ ,.lJ.Gll,, .... - ...... MW-JO-·~ _,.,. IIOll:: _..c-nd _..,■..o...,. ·-'·"""'"' ...... _ 2-1 ,W --.. -. PAIIOK _PAH_,. ______t_,.'WIINII ...... a, IJIIOIX 1111[)4,.~ W151 PAIi(]!;. _,,. - ISOCCH'l;:NfRATIONllP -- ,.. u.. ~ a:>' BliN7..Q:A)PYRl!NE ANDOR ? lllDENZQA,ll)AtmtRAL'ENE - • ElITENT ESTIMATED --- e 0.20 SOIL IIOIUNO 'Jl lW-11 ~ WEl.L(IIEMOVED) --- □ EXCAV/lllON AREA -· 1---~t------H ..4, Nil 141 t.OffOIUNClWEU/PIEZCIMETI:R -- ·vM\V.] • 1i2 V SIM'-10 SlM'INSfALLl:DPOST-EXCAV,;flON I - 3.9- ...... _, ! '\"'"'- ?. ! )( lW-11 ARFAB A-ll. ----· ~~ EXCAVATION ::IJROJ.I f~'""' _,..., ... , :, PAHOK e liJJ #37 B-U Ir .,. IJROND .. S.7 PAIIOK - ''"'"" •rw-u - 1~16 )( )( TW-11 BURNHAM AtJfO SALVAGE PROPEKIY ?.,,, - f t4:'... ' '')I( tw-15 \ W.A_ ' PZ.10 \,-v ,~~ ' ' .... , A 'l(;i ' LPHATERRA '!9 ' MW-] ICIINCI ' MW-33 '~ ' 1-3" ~ \ lW•I~ '~1:1 :a~ -. 111 '""' FIGURE 9 '\.'=n 'i'i\?' \ '- llROll 12/14/04 Soil chem PAH BaP Dibenz lsoconc.skf TW-40 "' mt(ll(. I ~ "? Soil Olemistry - lsoconcentration mo: PAH Compounds Benzo(a) Pyrene and ___ ...... Dibenzo (a.h)Anthracene______--··- __ _ "'it ~V-JI Z..f 6-1' OR041 OROU - WU, PAHOK -...... ,. LEGEND XIZO E_...,l.inlios...,lenlN1••l• 110011 +6' ~U:i,dl 0-211'Jlc: DIOII,,_ llROmultil_(l(lJ) .....NR720-tND•llol~ 11-'IIJROIIJ IM7.74 Baw(11--.._.ln..,,.1(ppntl · 11-12' DROND WUI lb,o(■l~--•09\l'-1 I -lbl~-•..,..lllPDJ ] ..,,u 111114 ua n.._,,.,.,--•••(ppn) lmr.UJ l )I( TW-24 - 1w,)( )( IW-IJ BURNHAM At.rrO SALVAGE PROPERIY 4 MW-S )I( ·rw-i, PZ-10 MW~ ~•s ,,,~, .... J A· / \: •..!J LPHA TERR~ I \ ...dltw-J ICllNCII MW-J~J -\'t' l·J' TW-" \ DtlO J7J 7-'I \ )( 11r ..,., FIGURE 10 ... !'~ =::-, TW-39)( u.m ~ll I ri.,: )( O.Z'IIIIOlJ,.W ~ PAIIQI; 12/14/04 Soil chem PAH BaA BbF lndeno lso.skf TW-40 ~11.N ~ / J.J., .,., ------·-·-·- --- .. 11.- ~ -- ? mi.. Soil Chemistty- lsoconcentration 7-rlJtO milt\: SITE INVESTIGATION AT FORMER LA\NRAN FOUNDRY .;,,,-· ---• -----·--- ··•· ...... ·-··-·-··· -- - ··-·-·------·-· -· · •·-·•--·-·--·- .. --~-1" =_3§1 t11 ""' PRODUCT SERVICE CORPORATION -•· KAE L 1:;: G EN l.::> X Excavation Limtl Soil Sample EXCA\'ArJON PZ-11 e 11-20 SOILIJORING AREA IL,P , ,------I ,, I ,, I ,, I ," Dar1.2•• ' "'· MELT • MW-29 llbF066.. ,' ~·"' POURING AREA TW-34 ',\ a ~~~;;~4742 ,'-G."lc BaP0052 ', V ,~~,._ DOOR llbF AREA8 B-U • Ouonsel Buildmg EXCAVA:rION J Transform.: Ma1rtenarw:e/ SUMP-B T09FEEI' s101age DOOR • B-21 BaP<0057 LlhF FORMERLAWRAN FOUNDRY PROPERlY 4700 W. ELECIRIC AVE ... U-1<, B IAMAlITO )ilW-13 S ~GE PROPER1Y • ~ID ...l'.11LMW-5 901 W. BURNHAM SlREET ~-F llal' MW-3 l!al' •0.033 BURNHAMAlITO BhF,U.054 44 C' •O 04 llaP<1l.032 llbF•.O 098 C )( TW-41 A ALPHA TERRA SCIENCE ''"'''' FIGURE 11 12/14/04 GW diem PAIi isoconc.slr GROUNDWATER CHEMISTRY - PAH ISOCONCENTRATIONS: Benzo (a) Pyrene, Benzo (b) Fluoranthene, Chrysene ftOjtcC: FORMER l.AV\RAN FOUNDRY 1;u:~------1 . _1"=_30' "'~" PRODUCT SERVICE CORPORATION .,,, / 8 MW-32 MT8E c050 .... z ♦ c,sUOCE <050 PCE I I I~ 1r, I I I I I \11£lDING B <020 MW-81 MlBE <050 ,,,12oce .. o!iO I PCE •050 TCE cO 20 I VC <010 I CORE PREP ROO'f ♦MW-31 8 GRINDING/ CORE WASH OFFICES (Baserrenl) LEGENC.:> I tlW-1'.l{M) e ass· ...,, .... Al.LlHTS..,.•pa,tsperbttkon MTBE 220'' MTBE ~hyl TM Buyl Ether •;Ea01111:11NR140PAL Jl.20(M)• c,112oce·12· ci1 1,2 OCE Ocr-.oroeo·er.i -:E~sNRl40ES PCE 45" PCE Telrachloroelrerle :---· TCE 21' TCE Tochloroelta. I vc so·· VC. "1nyl Ctwnde I •11"' e 0-20 SOL BORING I BOILER I WATER ~iEATER • lW.l'JIMI lE~flUlARY \Vl].L(REMOVED) I l fiEAT ♦MW-30 IIICMa!H -~-,-fol...... br lftllbola lllb AREAB ! B ,o 10 EXCAVATIOJ LIMIT CC"talER 2002 ~~~~. I I MTBc 11 MTBE 15' CIS 1.2 ('ICE V SIJMP•IO SUMPINSlAll.EDIU;T•EXCAVAll(l'I AAEAA • '" I ', ;.? ! I J I MELT I POURING I AAEA _dl..MW-29 lW-IM(M) TW-34 , :1~~2~. ,' 8 •020 V a11·· i 2-~~ PCE'."120CE BIIRNIL\M A AtrlUSAl~AGE 'fW-39 .,,.. )( MTBE.25 ALPHA TERRA )( tll u oce. •OS <020 PCE ,... ,,,, FIGURE 12 )( lW-41 ~te: 12/14/04 gwchem - VOC's isoconc VC TCE.skf GROUNDWATER CHEMISTRY - voe ISOCONCENTRATIONS: Trichlorethene c:1ndVinyl Cllle>1Jde. -·--·--········---·---~ ___ frnject_: SITE INVESTIGATION AT FORMER LAVVRAN FOUNDRY u:.1.: 1''. = 37.5' Client: PRODUCT SERVICE CORPORATION KAE MW-32 I 8•020 MTBE •050 -'l' .... z Clll,20CE c0S0 PCE <050 TCE <020 vc '<020 8 <020 MW•9:~~~ ;1-:' 11 PCE •0 SO Td: •020 I \IC 039'" I lffi 115 I I I I I WELDING B •020 MW-81 MTBE cOSQ c1•12DCE ,O!IQ I PCE. <-050 TCE •020 I VC: ~020 DOCK lW-7 I CORE PREP ROOM L~....:...'.MW:'..'..~·:::3.:_I __DOOR_ _JU..-----~-...i~~-0:"""'l-::~~..J 8 OJJ MTBE 11 ~• 1,ZDCE •050 PCE ,050 TCE •020 vc ,1 .. GRlt-OING I CORE WASH OFFICES (Baserreo!J LEGEND DOOR B 055" BeN- ALL LNn ue,1.- ■ f(Nlr11,. btlkon O MTBE 220'' MTBE Met!¥ Te1 &Jyf Eltw : EaCNCls NR 140 PAL B-2 ♦--31 Ill · CONCRETE INSIDE BUILDING FOOTPRINT - w u z LEGEND ~ X 124 ~,..... i • 8-20 SOIL IIOIINO 'JI( tw-lflMI i ~~) .! .... ♦ MW-:IO PROPOSED LOCATION OF ♦ ! ENGINEERED BARRJER AND ♦--2 PZ-11 -... MATERIAL OF CONSTRUCTION -- ...i---- Tree, ♦MW -J Nil 141 M0NJTOIUNO WIILL/l'll!ZOMl!m - '\7 SOMP-10 IIUMPINSTAUIIDl'OIT-BXCAVATION ~-• •u CONCRETB INSIDE BUILDING FOOfPRINT ASPHALT OUTSIDE BUILDINO EXCEPT I! ADJACENTTO ELECTRIC AVENUE I ♦ --19 )( - tw-11 U2 • IR a-1 • ---· II.ti - - "!i DI ...... ,•• '37.. •..., Tr 1 ASPHALT OUTSIDE --tw~ BUii.DINO EXCEPT ADJACENT TO ELECTRIC AVENUE A ·- ..... LPHA TERRA __, ICIINCI ♦ ')I( tw-11 ..... , FIGURE 14 .... 10/29/04 PROPOSED ENGINEERED BARRIER SITE REMEDIATION, FORMER LAWRAN FOUNDRY 'JI( tw-1 cu., PRODUCT SERVICE CORPORATION Burnham Auto Salvage A A' 1W-17 SL'MPB MW-I B-S PZ-IO Asphalt ~lW-5 B-16 TW-24 TW-18 Asphait B-2 MW-2 PZ-11 EAST - -:- - - 100 SAND/ , MW-7 GRAVEL FILL' ELECTRIC AVENUE MW-9 FOUNDRY SAND FILL i I 'ND FOUNDRY SAND FILL CVOCND FOUNDRY SAND FILL WaterTable Svrface _ I t 90 810"" NATIVE CLAY NATIVE CLAY MTBE28 cis <0.50 PCE <050 TCE <020 vc <0.20 SILTY SAND 82.8 s'~oc~r i ' 8<0.20 B <0.20 MTBE 2.0 MTBE<0.50 MTBE<0.50 cis <0.50 cis 1.8 80 cis <0.50 SILTYSAND -· ·------~--l,. 80 · ·• PCE<0.50 · ·pee~~g~ •0.50 -l - · ··---·PCE<0.50--- · PCE <050 TCE <0.20 TCE<0.20 TCE <0.20 VC0.25 •• =-1 ! vco.a1- VC0.39- ;:______v~c= I CLAY ., cis 14 CLAY CLAY : 'I I 71) J .. __ j 71) I ii I I 'i cis5 I CVOCND. : CVOCXD I I 60 60 -I cvoc:--u • --- I • cis 12 lO SQ PtMSL B <020 8 <0.20 MTBE 1.1 MTBE <0.50 cis <0.50 cis <0.50 PCE <0.50 PCE <0.50 TCE <020 TCE <0.20 vc <020 VC<0.20 I I ~-- -m~r;-- mi;~~:t•,_-_'CJ_-_-_-_-_-_-·_·-_-_-_-_-_· -"f!.!eg'-'j"~'-':"'.~--:i_--_-_-..,-_-_-_-_-S~_L:r_-_~_~_~_~_--_-_·_-_-_-_-_--~-~-~-~-...:-_-_-_--_-_-_-_-_-_-_--_-_-_-_-_-_-_-_--_·__ ·-_-_-_-_-_-_--_-_-_-_- ____·_-_-_ ------~-: ·: ~=====C=~==y:rl.,~ j:i;_·------·!!~~------.------.------§t~~--- .. ~ vc 0.25.. vc co2ol I vc <0 20 ~ ! CLAY. 70 1 ...... ,, ------)l ... 1-,,...... ,~, ...... ! .,, l PVOC NO , . i , PVOCND Pl'OC~"D 60 PVOC_t-1D ______' I . ~-- - . ----··--1 I------ PVOCNO lO SO PIMS1. B <0.20 B <0.20 MTBE1.1 MTBE <0.50 cis <0.50 cis <0.50 PCE <0.50 PCE<0.50 TCE<0.20 TCE <0.20 vc <0.20 VC <0.20 V\lata,rChernistry Borehmtt or Monrtonng B.Benz- v'A!!ill Location MTBE. Me1:hyt t Butyl Ethel" cae · 0a 1.2 Otd'lloroetheoa Saeened lnterv~ ------··------PCE : Telr.lCl"lkWoeU-W ;i_7 v...ter Level 3/210<1 TCE: Tndvoroethel"19 Soil S.rnpt• EAST/ WEST CROSS SECTION A-A' VC; Vlnyl Chloride Al. Soil Chemistry All aoll d'lernialry In ug/kg except ORO (mg~g) PCE - Tetrachloroethene GroundWaler chemistry l'rom March 2004. ugll PE'!R<;?~E~ ~~TED COMPOUNDS _____ -~-- TCE : Tnct,1oroelhene Onty de\ected c:c~d• ahoWn ALPHA TERRA CIS : Cl• 1,2 D1chloroethene PVOC ND • No detect for PVOC'a . ______I (: l,_li C ~------~ D . Diesel range organics cvoc ND - No detect for Chlonnated VOC'a '"'" FOR.'\.IER lA\VRAN FOUNDRY. MILWAUKEE, \\1 B - Benzene Sec Figure I • .,_ FIGURE S - : Exceeds NR 1'40 ES or "'°NR NR720 valu ------~"' M : Methyl I Butyl Ether • : Exceeds aotl lo groundWBter RCL '·'"" PRODUCT SERVICE A.'ID MANL'FACTIJRING ~--•·· -JPM ·- ~--,-.... --~~~h-18:·;004-~- x: Xytenea N Nlil hthalene --GEOLOGIC CONTACT. ESTIMATED BURNHAM APPROXIMATE AUTO Maintenance kea SALVAGE PROPERTY LINE Quonsel Hut Edge B' of SOUTI-f lW-17 SUMP B Asphalt Pavemenl 825 821 _; ~;;;;_e,t " --- B_23 t 100 100 ; Fill FOUNDRY SANO FILL ~ ;;PCE<4 I I I 6 :,;TCE<4 CREEK , :: cis <48 (Elevation Estima1ed) t17~7 134 I B<0.20 · _ B <020 Wiler Table Surface 90 MTBE 2 3 . MTBE : PCE<29 TCE<29 I cis <29 SILTY SANO 10 80 ------ L.7 70 - 70 ------· I I CLAY Ft~ISL SILTY SANO I CLAY -~ ------.------.------t- --- ·------.. ------.. ------.- -.------... -- --- .- -.-- -.- -.. ------.------~ - B <0.20 1\ MTBE 15 PCE<19 CIS <050 i!i PCE <050 TCE<29 I TCE <0.20 cis <29 VC<020 lO lO ------·------· ------·--- - - ·------ KEY l'V\TER CHEMISTRY in ugil (March 2004) s-2s Borehole or Monitoring I B 0.55 B: Ben2ene ~'i MTBE 220 - MTBE: Melhyl t bu1)i e•.her ~nLocation SCALE : Horizontal I "= )e'I{"' CIS 8.2 cis: Cis 1.2 Dichloroelhene ,i, ,_ Screened lnlerval 'knical I" =),P11'" g I PCE 4.5 PCE: Tetraclllorcelhene · --· l'.ater Level 3,2/04 TCE 2.6 TCE: Trichloroelhene l Soil Sample NORTH/ SOUTH CROSS SECTION 8-8' VC 5. 0 - VC ; \lnyl Chloride CHLORINATED VOLATILE ORGANIC COMPOUNDS SOIL CHEMISTRY ALL SOIL CHEMISTRY PCE51 • PCE : Te!rachloroethene RESULTS INUG1 Edge B' of SOUTIJ Pavement 821 IIIO JIIO CREEK (Elevation Estimated) S<:6 B<020 Wiler Table Surface 90 90 MTBE 2 3 CIS <050 PCE 16 TCEOn VC<020 Dl4 B <29 M<29 I X<40 S<'29 IO 80 L~ I 70 - _70_ ------·------·------I --- CLAY- - - -- . ------. . - - ·------. ------•. ------.. ------. - - .. ------.. - ·------. ------F1~tSL SILTY SAND CLAY 60 60 B <020 MTBE16 C/S<050 PCE KEY WA.TER CHEMISTRY in ug~ (March 2004) B0.55 B: Benzene s.2, Borehole or Monitonng ;l'-1' MTBE220- MTBE: Methyl I butyl ether Well Location SCALE : Horizontal I • =)LI,¥ CIS8.2 cis : Cis 12 Dicllloroethene .'. ,-- Screened Intern! -: · _., Wiler Level 3/2/04 !.~- Venical I" = .1l).I!- PCE4.5 PCE: Tetrachloroethene f / TCE2.6 TCE: Tlicllloroethene l SoilSample NORTII I SOUTH CROSS SECTION B-B' vcs.o- VC : ._,,nyt Chlolide ALL SOIL CHEMISTRY RESULTS IN UGIKG PE_ill__O_L_g_UM ___ ~~~-[?_COMPQ~~--'------~~; s~gfii~=:"e EXCEPT ORO IN MG/KG Ji,u cis <41 cis : Cis 1.2 Oichloroethene D 110•• ORO: Diesel Range Organics B <41 B: Benzene M : El TW-38 0-2' 310 NA 3600 9900 11200 124000 <619 106000 33700 <619 <619 <619 <619 <619 <866 1800 18000 <619 2470 1460 5960 <1240 NA TW-38 • 2-4' 4.7 NA 1680 ·554 1030 3250 <30 505 205 <30 <30 <30 <30 <30 <42 36 156 <30 Sc!.!th BQring~ TW-39 0-2' 49 33500 524 4400 7020 26200 <147 19900 7230 <147 <147 <147 <147 <147 <199 618 8390 <147 524 168 2830 I <294 1890 TW-39 2-3.9' 102 27400 1310 5690 10900 30600 <602 21900 5910 <602 <602 <602 <602 <602 <842 722 9520 <602 <602 <602 2950 <1200 2010 TW-39 • 7-8' 1.9 <6.1 31 ' <30 <30 157 <30 872 194 <30 <30 <30 <30 <30 <42 92 315 <30 61 <30 327 <59 9.2 TW-40 0-1.7' 3.2 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 2000 TW-40 2-3.2' 78 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 10900 TW-41 0-2' 31 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 1580 TW-41 2-4' 54 ;NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA 12100 ' ' I I Page 1 of4 TABLE 2 SOIL CHEMISTRY ANALYTICAL RESULTS l REMAINING IN PLACE SOIL DETECTED voe PARAMETERS AND LEAD I FORMER LAWRAN FOUNDRY, MILWAUKEE, WI ! OTHER PETROLEUM COMPOUNDS (PVOCs) OTHERVOCs COMPOUNDS 111-Tn Ethyl 1,2,4 1,3,5 cis-1,2 trans-1,2 Vinyl lsopropyl Naphth n-Butyl sec-Butyl p· n-P re pyl Methylene PIO Chiera PCE TCE lsopropyl Ibe Lead benzene TMB TMB DCE DCE Chloride benzene alene benzene benzene Chloride Sample : Depth Reading ORO Benzene Toluene Xylenes MTBE ethane toluene nzene ID I (feel) (su) (mg/kg) (ug/kg) (ug/kg) {uglkg) (ug/kg) (ug/kg) (uglkg) (ug/kg) (Ug/kg} (uglkg) (ug/kg) (Ug/lcg) (uglkg) (ug/kg) (ug/kg) (ug/kg) (ug/kg) (ug/kg) {ug/119) I (ug11 #3N.\vau 34' 58 63 69 308 646 <43 205 48 <43 <43 <43 2,050 <43 <43 <43 328 <43 <43 <4:1 <43 1,740 NA EASl' EXCAVATION BY ELECTRIC AVENUE: OCTOBER 2002 i #1 S.Wall 6-8' 0.8 129 <41 <41 <41 <59 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 <41 • 283 NA #3 Floor 10' 0.4 <7.4 <47 <47 <47 <68 <47 <47 <47 <47 <47 <47 <47 <47 <47 <47 <47 <47 <47 <47 <47 <96 NA #4 Under Water Line 4' 111 8,400 <161 <161 <161 <226 <161 <161 <161 <161 <161 <161 <161 <161 <161 <161 <161 <161 1,510 <161 <161' <323 NA #7W. Wall 4-6' 99 9,260 <110 <110 <110 <150 <110 <110 <110 <110 <110 <110 <110 <110 <110 1,050 2,120 1,460 2,430 <110 1,670 <212 NA #9E. Wall 4-6' 37 58 <54 <54 <54 <73 <54 <54 <54 <54 <54 <54 <54 <54 <54 56 395 110 184 <54 <54 <110 NA #10 Floor 10' 1.5 <7.2 <46 <46 <46 <66 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <46 <94 NA #11W.Wall 4-6' 1.5 1,350 <39 <39 <39 <56 <39 <39 <39 <39 <39 <39 <39 <39 <39 <39 40 <39 <39 <39 <39 <80 NA #13 Floor 9' 0 <6.7 <40 <40 <40 <57 <40 <40 "<40 <40 <40 <40 <40 <40 <40 <40 <40 <40 <40 <40 <40 <81 NA #14N.Wall I Under Bldg. 4-6' 1 1,090 <36 <36 <36 <48 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 ' <36 <10 NA #16 E. Wall 6-8' 7 2,000 <33 <33 <33 <45 <33 <33 <33 <33 <33 <33 <33 <33 <33 <33 <33 <33 <33 <33 <33 <65 NA #18E. Wall 6-8' 0 17 <49 <49 <49 <68 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 <98 NA #19 Floor 9' 1 <6.5 <39 <39 <39 <55 <39 <39 <39 <39 <39 <39 <39 <39 <39 <39 <39 <39 <39 <39 <39 <79 NA #20W. Wall 4-6' 15 11,500 <56 1,040 488 9,760 <56 1,780 695 1,780 <56 <56 <56 207 459 163 976 <56 140 178 140 <110 NA #21 E. wan 4-6' 0 <6.4 <38 <38 <38 <54 <38 <38 <38 <38 <38 <38 <38 <38 <38 <38 <38 <38 <38 <38 <38 <77 NA #24 N. Wall 4-6' 6 39,500 <59 <59 <59 439 <59 425 <59 100 <59 <59 <59 130 220 176 205 351 249 <59 85 <120 NA #25N. Wall 6-8' 6 3,590 <38 <38 <38 <54 <38 <38 <38 <38 <38 <38 <38 <38 <38 <38 50 128 41 <38 <38 <77 NA #26 E. Wall 4-6' 1 404 <36 <36 <36 <50 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <36 <71 NA #27W. Wall 4-6' 0.2 64 <35 <35 <35 <48 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <35 <69 NA #28 Test Pit A 4-6' 1.5 21,200 <49 <49 <49 <69 <49 <49 <49 <49 <49 <49 <49 <49 <49 <49 51 <49 <49 <49 <49 <99 NA #29 Test Ptt B 5-8' 3.4 12,500 <55 . <55 <55 402 <55 1,000 359 531 <55 <55 <55 <55 <55 73 • 574 <55 93 89 <55 <110 NA #30 N. Side Under Sewer T 0.4 337 <51 <51 <51 <70 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <51 <100 NA I Page 2of4 TABLE 2 SOIL CHEMISTRY ANALYTICAL RESULTS REMAINING IN PLACE SOIL DETECTED voe PARAMETERS AND LEAD FORMER LAWRAN FOUNDRY, MILWAUKEE, WI OTHER I PETROLEUM COMPOUNDS (PVOCs) OTHERVOCs COMPOUNDS 111-Tri p- Ethyl 1,2,4 1,3,5 cis-1,2 trans-1,2 Vinyl lsopropyl Naphth In-Butyi" sec-Butyl n-Propyl Methylene PID Chiaro PCE TCE lsopropyl Lead benzene TMB TMB DCE DCE Chloride benzene alene benzene benzene benzene Chloride Sample Depth Reading DRO Benzene Toluene Xylenes MTBE ethane toluene ID {feet) (su) (mg/kg) fuglkg) (ug!kg) (ug/kg) {ug/kg} I '"""''1 (ugr,,;g) I (uglkg} (ug/kg) (ugtkg) (vg/kg) (uglkg) (ug/lcQJ I /ugtkg) (uglkg) I (""1 PZ-28 6-8' 645 224 <30 <30 <30 <41 <30 47 <30 31 <30 <30 177 71 <41 <30 <30 <30 35 <30 <30 I <59 2930 PZ-28 48-50' NA 8.5 <29 <29 <29 <40 <29 <29 <29 <29 <29 <29 <29 <29 <40 <29 <29 <29 <29 <29 <29 i <57 10 MW-29 2-4' 0.0 80 <35 <35 76 153 <35 59 <35 <35 <35 <35 77 <35 <50 <35 <35 <35 <35 <35 <35 <71 48 MW-29 6-8' 0.0 110 <41 <41 64 130 <41 43 <41 <41 <41 <41 51 <41 <58 <41 <41 <41 <41 <41 <41 <83 30 MW-30 2-4' 0.0 126 <33 <33 <33 <48 <33 <33 <33 <33 <33 <33 59 <33 <48 <33 <33 <33 <33 <33 <33 <68 30 MW-30 4-6' 0.0 4540 <32 <32 <32 <44 <32 <32 <32 <32 <32 <32 <32 <32 <44 <32 <32 <32 <32 <32 <32 <63 9.8 MW-31 2-4' 0.0 41 <31 <31 46 115 <31 40 <31 <31 <31 <31 <31 <31 <44 <31 <31 <31 <31 <31 <31 <63 8.2 MW-31 ' 6-8' 1.0 48 149 83 191 138 <37 38 <37 <37 <37 <37 <37 <37 <52 <37 <37 <37 <37 <37 <37 •• 223 8.5 MW-32 I 1-3' 0.0 61 <36 <36 <36 <48 <36 <36 <36 <36 <36 <36 <36 <36 <48 <36 <36 <36 <36 <36 <36' <70 110 MW-32 4-6' 1.0 7.3 <31 <31 <31 <43 <31 <31 <31 <31 <31 <31 <31 <31 <43 <31 <31 <31 <31 <31 <31 <62 32 MW-33 1-3' 0.0 173 <32 <32 96 183 <32 129 47 <32 <32 173 356 <32 <45 <32 237 <32 <32 <32 <32 <65 183 MW-33 7-9' 0.0 2250 <34 <34 98 157 <34 53 <34 <34 <34 124 405 236 <47 <34 37 <34 <34 <34 <34 <67 270 MW-33 11-13' 8.0 23 <30 <30 <30 ·sos <30 1680 240 <30 <30 <30 <30 <30 <42 100 <30 <30 <30 <30 228 <60 9.7 SAMPLES FROM WELL INSTALLATIONS: NOV 2002 PZ-10 40-42' 0 NA <30 <30 <30 <42 <30 <30 <30 <30 <30 <30 <30 <30 <42 <30 <30 <30 <30 <30 <30 "155 NA PZ-11 40-42' 0 NA <28 <28 <28 <40 <28 <28 <28 <28 <28 <28 <28 <28 <40 <28 <28 <28 <28 <28 <28 '' 136 NA MW-3 4-6' 1.1 NA 36 45 198 364 <36 114 <36 <36 <36 239 1,350 426 <51 <36 405 <36 <36 <36 <36 "198 NA PZ-12 17-17.5' 1.1 NA <32 <32 <32 <43 <32 <32 <32 659 125 <32 <32 <32 <43 <32 <32 <32 <32 <32 <32 "136 NA PZ-12 40-42' 0 NA <28 <28 <28 <39 <28 <28 <28 <28 <28 <28 <28 <28 <39 <28 <28 <28 <28 <28 <28 <56 NA MW-8 1-3' 0 186 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA MW-9 1-3' 0 2,700 NA NA NA NA NA NA NA NA NA NA NA NA NA NA• NA NA NA NA NA NA NA MW-4 3-5' 1.0 NA <38 <38 <38 <54 <38 <38 <38 <38 <38 <38 <38 <38 <54 <38 <38 <38 <38 <38 <38 <77 NA MW-5 4-6' 0.6 NA <49 <49 <49 <68 <49 <49 <49 <49 <49 <49 <49 <49 <68 <49 <49 <49 <49 <49 <49 <97 NA MW-7 2.5-4' 1.0 57 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA BOLD and BOXED indicates exceedance of direct contact s011 residual contaminant level. Notes: Xylenes reported as total of m--, o-, p-xylenes TMB"' trimethylbenzene BOLD indicates exceedance of migration lo groundwater or NR72D generic soil residual contaminant level NS • No standard established I - Methylene Chloride ~ely laboratory contaminant I I I I I NA. • Not analyzed for parameter I I • Saturated soil sample below water tabla I I I I Page 3of4 TABLE 3 GROUNDWATER ANALYTICAL RESULTS PAH PARAMETERS Former Lawran Foundry Milwaukee WI ANALYTICAL PARAMETERS ., ., ., .,C ., ., ., C C u C C ., ., ., !!? C: ., .c C: I'! ., .!l! u Q) .c ,_~ ni l1l ., ., c ~ £ 0 ., C I'! C: ".:- c £ u ., ., l1l ., .c .c C £ ~ ,2 ~ "- ., i!! z. ., >, ., C: ,_ b::, b::, a. C a. l1l C I C) ., l1l C ., £ £ .,C ,!JI.. .!l: g :E ., ~ ., ~ C: ., .c .c ;§: C 0 £ >, rn 1 cf. C 0. a. u ~ ~ c s Cl) N C C: ~ >, C: ., ...J Cl) l1l 0 0 0 0 0 U) C £ £ l1l C C I'! N N N a £ ., .c C >, ~· ., C Cl) ., Cl) £ I:! C I:! C: C 1:- ~::, ~::, ., 0. ., ~ £ 0 0 C ., ., ., ., ., .c ,e ~ .c t 0 Sample ID Date w <( <( <( Ill Ill Ill Ill Ill u 0 LL LL :5! .! N z"' a. a. I- mg/I ug/1 ug/1 ug/1 ug/1 ug/1 u9n ug/1 ug/1 ug/1 ug/1 ug/1 ugn ug/1 .,. ug/1 ug/1 ug/1 1111!1 uy/1 NR 1-40.10 Prevenlive Aclion lm1it 0.7 NS NS 600 NS 0.02 0.02 NS NS 0.02 NS 80 80 NS NS NS 8.0 NS 50 NS NR 1 ◄ 0.10 Enforcement Standard 7.0 NS NS 3.000 NS I 0.2 I 0.2 I NS NS f'o.i7 NS 400 400 NS NS NS 40 NS 250 NS BURNHAM AUTO SALVAGE SMALL DIAMETER WELLS ~QBil:J f!QBl~OS TW-34 10/12/04 NA <0.33 <0,69 <0.038 0.049 0.052 <0.098 <0.049 <0.12 0.042-··cD:1J-,,. U:13 <0.062 <0.062 <0.32 <0.31 <0.40 <0.030 0.12 0.39 TW-35 10/12/04 NA <0.33 <0,70 <0.038 0.078-0 055 <0.099 <0.049 <0,12 0.059 <0.13 0.17 <0,063 <0.063 <0.32 <0.31 <0.40 0.087 0.15 0.60 TW-35 Dup 10/12/04 NA <0.33 <0.69 <0.038 0.059 0.037 <0.098 <0.049 <0.12 0.057 <0.13 0.13 <0.062 <0.062 <0.32 <0.31 <0.40 0.088 0.067 0.44 TW-36. 10/12/04 NA <0,33 <0,70 <0.038 <0.044 <0.032 <0.099 <0.049 .<0,1_2 <0.041 <0.13 <0.082 <0.063 <0.063 <0.32 <0.31 <0.40 .!f>~0J0 <0.044 0.00 SQUil:Jf!QBl~O TW-39 10/12/04 NA <0.33 <0.69 <0.038 <0.044 <0.032 <0,098 <0.049 <0.12 <0.041 <0.13 <0.081 <0.062 <0.062 0.38 0.51 1.3 <0.030 <0.044 2.19 FORMER LAWRAN FOUNDRY WELLS MW-1 6/12/03 NA <0.66 <0.28 <0.039 <0,064 <0.038 <0.060 <0.051 <0.11 <0.056 <0.073 <0.027 <0.073 <0.035 <0.50 <0,34 <0.30 <0.023 <0.046 0.00 MW-1 12/19/03 NA <0.60 <0.26 <0.035 <0.058 <0.034 <0.055 <0.047 <0.10 <0.051 <0.067 <0.025 <0.067 <0.032 <0,46 <0.31 <0.27 <0.021 <0.042 0.00 MW-1 312/04 NA <0.58 <0.25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 <0.024 <0.064 <0.031 <0.44 <0.30 <0.26 <0.020 <0.040 0.00 MW-2 3/18/03 <10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA MW-2 6/12/03 NA <0.59 <0.25 <0.034 <0.057 <0.033 <0.054 <0.045 <0.097 <0.049 <0.065 <0.024 <0.065 <0.031 <0.44 <0,30 <0.26 <0.020 <0.040 0.00 MW-2 12/18103 NA <0.58 <0.25 0.059 0.080 0.070 0.088 <0.045 <0.096 0.068 <0.064 0.22 <0.064 <0.031 <0.44 <0.30 <0.26 0.12 0.26 0.97 MW-2 312/04 NA <0.58 <0.25 <0.034 <0,056 <0.033 <0,053 <0.045 <0.096 <0.049 <0.064 <0,024 <0.064 <0.031 <0.44 <0.30 <0.26 <0.020 <0.040 0.00 MW-3 3118/03 <10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA MW-3 6/12/03 NA <0.61 <0.26 <0.036 <0,059 <0.035 <0.056 <0.048 <0.10 <0.052 <0.068 <0.025 <0.068 <0.033 <0.◄ 7 <0.32 <0.28 <0,021 <0.042 0.00 MW-3 12/18103 NA <0.63 <0.27 <0.037 <0.061 <0.036 <0.058 <0.049 <0.10 <0.053 <0.070 <0.026 <0.070 <0.034 <0.48 <0.33 <0.28 <0.022 <0.044 o.oo MW.J 312/04 NA <0.59 <0.25 <0.034 <0.057 <0.033 <0.054 <0.045 <0.097 <0.049 <0.065 <0.024 <0.065 <0.031 <0.44 <0.30 <0,26 <0.020 <0.040 0.00 MW-4 3/18/03 <10 <0.59 <0.26 <0.035 <0.057 <0.034 <0.054 <0.046 <0.098 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 <0.27 <0.020 <0.041 0.00 MW-4 • 12/18/03 NA <0.60 <0.26 <0.035 <0.058 <0.034 <0.055 <0.047 <0.10 <0.051 <0.067 <0.025 <0.067 <0.032 <0.46 <0.31 <0.27 <0.021 <0.042 0.00 MW-4 3/2/04 NA <0.59 <0.26 <0.035 <0.057 <0.034 <0.054 <0.046 <0.098 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 MW-5 3/18/03 <10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA . MW-5 6/12/03 NA <0.63 <0.27 <0.037 <0.060 <0.036 <0.057 <0.049 <0.10 <0.053 <0.069 <0.026 <0.069 <0.033 <0.48 <0.32 <0.28 <0.022 <0.043 0.00 MW-5 12/18103 NA <0.59 <0.26 <0.035 <0,057 <0.034 <0,054 <0.046 <0.098 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 <0.27 <0.020 <0.041 0.00 MW-5 3/2/04 NA <0.59 <0.26 <0.035 <0.057 <0.034 <0.054 <0.046 <0.098 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 <0.27 <0.020 <0.041 0.00 MW-6 3/17/03 NA <0.58 <0.25 0.037 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 0.034 <0,064 <0.031 <0.44 <0.30 <0.26 0.076 0.046 0.19 MW-6 6/13/03 NA <0.59 <0.25 0.074 0.18 <0.033 <0.054 <0.045 <0.097 0.096 <0.065 0.13 <0.065 <0.031 <0.44 <0.30 <0.26 0.42 0.062 0.96 MW-6 12/18103 NA <0.58 <0.25 0.039 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 0.044 <0.064 <0.031 <0.44 <0.30 <0.26 0.17 <0.040 0.25 MW-6 312/04 NA <0.58 <0.25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 <0.024 <0.064 <0.031 <0.44 <0.30 '<0.26 <0.020 <0.040 0.00 MW-7 3117/03 NA <0.59 <0,25 <0.034 <0.057 <0.033 <0.054 <0.045 <0.097 <0.049 <0.065 <0.024 <0.065 <0.031 <0.44 <0,30 <0.26 <0.020 <0,040 0.00 MW-7 12/18/03 NA <0.59 <0.25 <0.034 <0.057 MW-6 3117/03 NA <0.58 <0.25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 <0.024 <0.064 <0.031 <0.44 <0.30 <0.28 <0.020 <0.040 0.00 MW-8 12/19/03 NA <0.58 <0.25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 <0.024 <0.064 <0.031 <0.44 <0,30 <0.26 <0.020 <0.040 0.00 MW-8 3/2/04 NA <0.58 <0.25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 <0.024 <0.064 <0.031 <0.44 <0.30 <0.26 <0.020 <0.040 0.00 MW-9 3117/03 NA <0.58 <0.25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 <0.024 <0.064 <0.031 <0.44 <0,30 <0.26 <0.020 <0.040 0.00 MW-9 12/19/03 NA <0.60 <0.26 <0.035 <0.058 <0.034 <0.055 <0.046 <0.099 <0.050 <0.066 <0.025 <0.066 <0.032 <0.45 <0.31 <0.27 <0.021 <0.041 0.00 MW-9 3/2/04 NA <0.59 <0.25 <0.034 <0.057· <0.033 <0.054 <0.045 <0.097 <0.049 <0.065 <0.024 <0.065 <0.031 <0.44 <0.30 <0.26 <0.020 <0.040 o.oo PZ-10 3118/03 <10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA PZ-10 6/12/03 NA <0.64 <0.28 <0.038 <0.062 <0.037 <0.059 <0.050 <0.11 <0.054 <0.071 <0.027 <0.071 <0.034 <0.49 <0.33 <0.29 <0.022 <0.044 0.00 PZ-10 12/18/03 NA <1.9 <0.83 <0.11 <0.19 <0.11 <0.18 <0.15 <0.32 <0.16 <0.21 <0.080 <0.21 <0.10 <1.5 <1.0 <0.87 <0.067 <0.13 0.00 PZ-10 312/04 NA <0.56 <0.25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 <0.024 <0.064 <0.031 <0.44 <0.30 <0.26 <0.020 <0.040 0.00 PZ~11 6/12/03 NA <0.59 <0.26 0.063 0.11 <0.034 <0.054 <0.046 <0.098 0.096 <0.065 0.19 <0,065 <0.032 <0.45 <0.31 <0.27 0.12 0.31 0.89 PZ-11 12/18/03 NA <0.59 <0.26 <0.035 <0.057 <0.034 <0.054 <0.046 <0.098 <0.050 · <0.065 <0.024 <0.065 <0.032 <0.45 <0,31 <0.27 <0.020 <0.041 0.00 PZ-11 3/2/04 NA <0.59 <0.26 <0.035 <0.057 <0.034 <0.054 <0.046 <0.096 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 <0.27 <0.020 <0.041 0.00 PZ-12 3118/03 NA <0.56 <0.25 <0.034 0.093 <0.033 0.059 <0.045 <0.096 0.064 <0.064 0.15 <0.064 <0.031 <0.44 <0.30 <0.26 0.085 0.26 0.71 PZ-12 6/13/03 NA <0.60 <0.26 0.068 0.067 0.060 <0.055 <0.046 <0,099 0.083 <0.066 0.31 <0.066 <0.032 <0.45 <0.31 <0.27 0.29 0.17 1.05 PZ-12 12/19103 NA <0.60 <0.26 <0.035 <0,058 <0.034 <0.055 <0.046 <0.099 <0.050 <0.066 <0.025 <0.066 <0.032 <0.45 <0.31 <0.27 O.OJ6 <0.041 0.04 PZ-12 3/2/04 NA <0.59 <0.26 <0.035 <0.057 <0.034 <0.054 <0.046 <0.098 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 TW-27 12/18103 NA <0.60 <0.26 <0.035 0.26 <0.034 <0.055 0.12 <0.10 CT!!J <0.067 0.28 <0.067 <0.032 <0.46 <0.31 <0.27 0.25 0.21 1.36 TW-27 312/04 NA <1.9 <0.83 <0.11 <0.19 <0.11 <0.18 <0.15 <0.32 <0.16 <0.21 <0.080 <0.21 <0.10 <1.5 <1.0 <0.87 <0.067 <0.13 0.00 PZ-28 2/5/04 NA <0.60 <0.26 <0.035 <0.058 <0.034 <0.055 <0.046 <0.099 <0.050 <0.066 <0.025 <0.066 <0.032 <0.45 <0.31 <0.27 <0.021 <0.041 0.00 PZ-28 3/3/04 NA <0.58 <0,25 <0.034 <0.056 <0.033 <0.053 <0.045 <0.096 <0.049 <0.064 0.11 <0.064 <0.031 <0.44 <0.30 <0.26 0.075 <0.040 0.19 MW-29 12/18103 NA 8.0 <0.25 0.72 0.71 I 0.47 I 0.32 I 0.29 0.63 l:!!30.069 . 1.4 4.9 0.31 0.79 8.4 0.49 8.3 6.7 49.05 MW-29 313/04 NA 1.1 <0.25 0.96 1.3 I 1.2 I 0.66 I 0.73 1.2 0.17 10 2.4 0.85 0.55 4.8 <0.26 4.8 8.8 47.42 MW-30 12/18103 NA <0.59 <0.25 0.19 0.21 I 8.26 I D.31 I 0.13 0.40 ~0.072 0.27 <0.065 0.20 0.78 <0,30 0.54 0.23 0.32 4.18 MW-30 3/3/04 NA <0.60 <0.26 0.039 0.11 0.15 0.094 0.085 0.13 0.14 <0.067 0.30 <0,067 0.12 <0,46 <0.31 <0.27 0.091 0.22 1.48 MW-31 ; 12/19103 NA <0.68 <0.30 0.23 0.12 0.075 <0.063 <0.053 0.55 0,13 <0.076 0.35 <0.078 0.13 <0,52 <0.35 0.54 0.27 0.39 2.79 MW-31 Dup 12/19/03 NA <0.60 <0.26 0.086 0.087 0.093 <0.055 0.058 0.12 0.091 <0.067 0.27 0.22 0.082 <0.46 <0.31 <0.27 0.24 0.30 1.65 MW-31 3/3/04 NA <0.59 <0.25 <0.034 0.099 0.14 0.10 0.078 <0.097 0.12 <0.065 0.33 <0.065 0.16 <0.44 <0.30 <0.26 0.14 U.26 1.43 ·- ..._,.,_ ... ~...... -·~· MW-32 12/18/03 NA <0.59 <0.26 <0.035 <0.057<0.034 <0,054 <0.046 <0.098 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 <0.27 <0.020 <0.041 0.00 MW-32 312/04 NA <0.59 <0.26 <0.035 <0.057 <0.034 <0.054 <0,046 <0.098 <0.050 <0.065 <0.024 <0.065 <0.032 <0.45 <0.31 <0.27 <0.020 <0.041 0.00 MW-33 12/18/03 NA <0.59 <0.25 <0.034 <0.057 <0.033 <0.054 <0.045 <0.097 <0,049 <0.065 <0.024 <0.065 <0.0J1 <0,44 <0,30 0.52 ·co-:-020 <0.040 0.52 MW-33 312/04 NA <0.59 <0.25 <0.034 <0.057 <0.033 <0.054 <0.045 <0.097 <0.049 <0.065 <0.024 <0.065 <0.031 <0.44 <0.30 <0.26 <0.020 <0.040 0.00 Sump A 6113/03 NA <0.61 <0.26 0.044 <0.059 <0.035 <0.056 <0.047 <0.10 <0.051 <0.067 0.082 <0.067 <0.033 0.71 <0.32 <0.27 0.13 <0.042 1.03 Sump A 12/18/03 NA <0.59 <0.25 <0.034 <0.057 <0.033 <0.054 <0.045 <0.097 <0.049 <0.065 <0.024 <0.065 <0.031 <0.44 <0.30 <0.26 <0.020 <0.040 0.00 Sump A 312/04 NA <0.59 <0.25 <0.034 <0.057 <0.033 <0.05-4 <0.045 <0,097 <0.049 <0.0~S -<0.024 Sump B 6/13/03 NA <0.60 <0.26 0.035 <0.058 <0.034 <0.055 <0.046 <0.099 <0.050 <0.C06 0.18 <0.066 <0.032 <0.45 <0.31 <0.27 0.067 <0.041 0.2H SumpB 12/19/03 NA <0.60 <0.26 <0.035 <0.058 <0.034 <0.055 <0.045 <0.099 <0.050 <0.066 SumpC 3118/03 <10 NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA NA SumpC 12/19/03 NA <0.60 <0.26 0.11 0.35 I 0.58 I 0.31 I 0.26 0.59 ~0.096 0.58 <0.066 0.43 <0.45 <0.31 <0.27 0.30 U.72 4.68 SumpC 3/3/04 NA <0.59 <0.25 0.038 0.12 0.16 0.095 0.075 0.25 0.17 <0.065 0.26 <0.065 0.12 <0.44 <0.30 <0.26 0.069 0.25 1.61 Notes: BOLD and BOXED indicates exceedance of NR 140.10 enforcement standard. BOLD Indicates exceedance of NR 140.10 PAL • : Indicates compound suspected lo be laborato,y contaminant •• Indicates detection al less than the Level of Cuantilatlon (LOO} ... Only data that exceeded PAL and ES values were reported for this sample round. NA= Not analyzed for parameter Page 2 of 3 TABLE 3 GROUNDWATER ANALYTI \AL RESULTS PAH P~RAMETERS j Former Lawran Foundry, Milwau~ee, WI ANAL YTIC/\L PARAMETERS ., ., ., C: ., Cll C C 1l C: ., Cl ., C C e ., Q)u £ ·£ ., .c "iii Cll 11) Cll C C: c .c ., C C: [? [? ~ E ., ., ., .. ., a. C: .,C g '.2 C: \!! Q) > ~ l Q) .. ., 111 ~ oi C .2 £ £ & -= :c .c Cl "iii .c .c :0 -:;;: 0 C c ., Cl. a. -.. -.. -9 N c >- £ 11) 0 0 .c .. C 0 0 C 0 N e l!! .c C: C C: N 0 0 .; a. I!! "' ~ ~ C I! C: .0 ::, ::, >, ., Q). "' .c"' 1l 1l Q) Q) ., z"' c.. c.. Sample ID Dale <( <( co co co co co 0 u: u: i .,,, uryl ugll llt,tl ug.1 UQ'I 11111 uq'I lllf.J,1 ug'I o,g/1 ""' NS 0. 2 NS 80 80 NS NS NS 80 NS 50 NR 14D.10 Pnt"o1Pnl1Y11 A~IIOn L11111I O f NS NS 600 NS 0.02 0.02 NS NS NS 400 NS NS NS ,o NS 250 ~Ht 140 10 [1•fmf'PmPnl Slm11t:m1 7.0 NS NS J.000 NS I 0.2 I 0.2 · 1 NS f"olil •oo <028 <0039 <0064 <0038 <0060 cQ.051 <011 NA. NA NA NA N NA NA NA NA NA NA MW-2 3118/03 <10 NA NA NA NA NA NA NI\ <0.{49 NA NA NA NA Pl-10 3/18/03 <10 NA ~ ~ ~ ~ ~ ~ ~ J ~ ~ ~ ~ ~ MW-32 12118/03 NA co 59 "o 2s co 035 NA NA NA NA NA SumpC 3118,'0J <10 N' ~ ~ ~ ~ ~ ~ ~ ~I~ ~ ~ ~ <045, SITE INVESllGArlON SAMPLE RESULTS FkUM TEMPORARY Wl:LLS lW-9 10/16101 -NA <0015 024 0063 OOGa·· •0.018 0.12-- 0056.. o.1e·· 0.053.. <0072 0075 0054 .. 019 012 014 0061 057 019 TW-10 10116•"()1 NA <0061 014° 0.55 ..:0.12 <0.071~ 0.57 <028 I:!!] <029 14 021.. 17 <0.077 0.26 0 16 .. <0092 t 3 0 TW-17 10/16,01 NA Notes: BOLD and BOXED ind1ca.les e•ceedance of NR 140 10 enforcement st;1nd.1rd. BOLD K1dicales exceedance of NR 140.10 PAL • · lod1c:11es r.nmpnund SUSPf'Clt"'d to b ■ laboralory conlamumnl .. lnd1c.,tes delect,on 111 less lh.-m the level of Ouanli1alion (LOO} ... LJrjy dala that exceeded PAL and ES values were reported lor this sample round. NA ,,. Nol analrzed for parameter Page 2 or 3 TABLE l GROUNDWATER ANALYTICAL RESULTS DETECTED voe PARAMETERS Former Lawran Foundr , Milwaukee, WI e!meum lhe, eCecle I-ISO P•SO Elhyl Naphlh Sum of Chlom Melhylene Chiem Chlom Chbro 1,1 d1 1,2 Irani 1,2 propyl propyl ...,~ n-propyl 111- Sumo! Sample lob Sample Benzene benzene Toluene Xylene& MTBE alene TMB Benzene benzene Chlonde eUiane form methane DCA 1.1 DCE DCE DCE elher benzene lolueno· benzene PCE TCE TCA VC voes ID Dale (ugn (ugll) (\.19,1) (ug,1) (ug/1) (ug/1) (ug/1) (ug/1) (u ,1) {ug/1) fug/1) ft19n) NR 140.1 Al 0.5 H 200 1000 12 96 NS 0.5 0 0. ., 0. 1 N NS N .5 0.5 40 02 N ES 6 J 050 1 70 NS NS NS 200 D,2 NS NR 140.10 5 700 1000 10,000 60 40 480 NS 5 ,oo " 5 ' BURNHAM AUTO SALVAGE SMALL DIAMETER WELLS NORTH 80RING5 TW-34 Tesl America 10/12/04 cQ.20 co.so <1:0.20 co.SO 15 c0.25 c0.40 c0.25 <0.20 <1.0 <1.0 <0.20 c0.20 c~.50 cO.SO co.so co.so c0.50 <0.20 <0.20 co.so c0.50 c0.20 c0.50 TW-35 Te1I Amenca 10'12/04 1.1 cQ.50 ~0.20 <0.50 ~t c0.25 cQ.4D c0.25 cQ.20 c1.0 c1.0 c0,20 c0.20 c0.50 cO.SO co.SO c0.50 co.so <0,20 c0.20 c0.50 co.so <0.20 TW-35 Oup Test Ame;rlca 10'12/04 1.5 co.50 cQ.20 cQ.50 89 c0.25 c0.-40 C0.25 c0.20 <1.0 c1.0 c0.20 c0.20 c0.50 c0.50 cQ.50 c0.50 cQ.50 cQ,20 c0.20 c0.50 <0.50 c0.20 TW-36 Tesl Amenta 10112/04 1.0 2.0 0.30 c0.50 330 c0.25 0.3 c0.25 c0.20 ctO <1D cQ,20 c0.20 c0.50 <0.50 <0.50 <0.50 co.so cQ20 <0.20 c0.50 c0.50 c0,20 SOUTH BORING MW-1 9/6/01 c1 c1 1.0 ct NA NA NA NA ct <1 cfQ c1 NA c1 c1 qp 5.0 NA NA NA NA MW-1 916/01 <0.48 c0.-43 <0.47 c1.94 9.ll c0.59 c1.03 c0.49 <0.55 co.as 0.72 cO.TS c0.62 12.0 c0.85 1.60 ,.. cQ.43 c0,37 c0.38 c0.-4-4 cQ,42 c0.34 2.4 .r0.5-4 MW-2 US Analyllcal 9116/00 c0.39 c0.4 c0.37 c1.,1l 6.7 cO.tll ct.Cl c0.-48 c0.4 c0.57 c0.15 c0.36 ... ~1-! 1 .,....0.JS. ,.,.;.:l.CO MW,2 Matrix Mobile 916/01 <1 <1 <1 cf NA NA NA ·NA·· <1 <1 c10 ct NA cf ct <1 3.0· NA NA NA NA ct 1.0 c1 MW-2 TestAmerica 12/2/02 0.15 c0.25 0.27 c0.25 2.0 cQ.25 cQ.20 c0.25 c0.25 cQ.25 cQ.25 c0.25 c0.25 C0.25 c0.25 0.70 cQ.25 cQ.25 c0.25 c0.25 c0.25 c0.25 0.59 <0.25 MW-2 Test America 3118,03 c0.25 c0.50 c0.25 cQ.50 1.2 c0.25 c0.50 c0.25 c0.25 ct.0 <1.0 c0.25 c0.25 c0.50 c0.50 cQ.50 cQ.50 co.so cQ.25 c0.25 <0.50 c0.50 <0.25 .r0.50 cQ.25 c0.50 c0.25 c0,50 c0.25 c0.25 c1.0 cf.0 c0.25 c0.25 c0.50 c0.50 0.96 co.so c0.50 c0.25 cQ,25 c0.50 c0.50 1.D MW-2 Test America 6/12rol 0.25 co.so 1.6 0 MW-2 Tesl Amef'iea 12/18/03 C0.20 c0.50 0.33 c0,50 1.7 c0.25 c0.40 c0.25 c0.20 c1.0 ct.a .. <0.20 c0.20 c0.50 co.so 0.80 co.so co.so cQ.20 <0.20 -co.so c0.50 D,75 MW-2 Tail America 3/2/04 cQ.20 c0.50 c0.20 cQ.50 1.6 c0.25 <0.40 c0.25 cQ.20 ct.0 ct.0 c0.20 c0.20 cQ.50 co.so 0.91 co.so co.so cQ,20 c0.20 co.so c0.50 D.62 cQ.50 MW-3 Tut America 1212/02 .r0.25 3.2 18 4.0 <0.25 2.0 c0.25 c0.25 0.11 c0.25 c0.25 c0.25 .rQ.25 cQ.25 c0.25 c0.25 c0.25 038 c0.25 .rQ.25 MW-l TeslAmerica 3/18/03 <050 1.3 7.1 2.2 c0.25 1. t .r0.25 cQ,25 ct.O c1.0 c0.25 c0.25 cO.SO cQ.50 c.Q.50 co.so co.so c0.25 c0.25 co.so c0.50 MW-3 THI America 6112/03 c0.50 0.90 6.2 2.7 c0.25 1.3 c0.25 c0.25 c1.0 c1.0 cQ.25 c0.25 4.3 c0.50 1.4 coso co.so 0,31 cQ.25 c0.50 1.1 MW-3 Tesl Amenca 12/18/03 <0.50 0.42 2.2 2.4 cQ.25 2.34 <0.25 c0.20 <1.0 ct.0 <0.20 <0.20 3.1 cQ.50 0.53 cQ.50 co.so 0.45 c0.20 co.so 0.75 MW-3 Test America 3/2/04 cO.SO 0.6B 1.0 2.0 c0.25 2.99 <0.25 cQ,20 c1.0 <1.0 cQ.20 c0.20 1.9 c0,50 <0.50 <0.50 co.so 0.63 <0.20 co.so <0.50 MW-4 TestAmerlca 12/2102 0.19 c0.25 0.24 cQ.25 9.B c0.25 cQ.20 c0.25 cQ.25 c0.25 <0.25 cQ.25 0.28 c0.25 c.0.2:S cQ.25 c0.2:S cQ,25 cQ.25 cQ,25 c0.25 <0.25 <0.25 c0.25 c0.25 10,5 MW-4 THI America 3/18/03 c0.25 c0.50 c0.25 cQ.50 8.B c0.25 co.SO c0.25 c0,25 c1.0 c1.0 c0.25 c0.25 c0.50 <0.50 c0,50 cQ.50 c0.50 cQ.25 c0.25 c0,50 c0.50 <0.25 c0.50 c0.50 MW-4 THI America 6/12/03 <0.25 c0.50 0.37 cQ.50 2.6 c0.25 cQ,SO c0.25 <0.25 c1.0 <1.0 <0.25 c0.25 c0.50 <0.50 c0.50 c0,50 cQ.50 c0.25 cQ.25 c0.50 c0.50 c0,25 c0.50 MW-5 Test America 12/2/02 cQ.10 c0.25 0.tB <0.25 B,4 <0,25 cQ.20 c0.25 <0.25 <0.25 <0.25 c0.25 c0.25 <0.25 c0.25 c0.25 <0.25 c0.25 <0.25 <0.25 <0.25 <0.25 c0.25 <0.25 c0.25 8 6 MW-5 Test America 3118,03 <0.25 c0.50 cQ,25 <0.50 7.1 .r0,25 c0.50 c0.25 c0.25 <1.0 <1.0 c0.25 c0.25 c0.50 <0,50 c0.50 .rQ.50 c0.50 c0,25 <0.25 <0.50 c0.50 cQ.25 MW-6 Tell America 12/2/02 0.25 c0.25 c0,10 <0.25 cQ.25 cO 25 0.10 <0.25. c0,25 0.71 <0.25 cQ.25 <0.25 cQ.25 <0.25 c0.25 c0.25 <0.25 cQ.25 .r0.25 cQ 25 .rQ 25 cQ 25 c0.25 5.8 MW-6 Te111.merica 3117/03 <0.25 .r0.50 c0.25 cO 50 c0.50 c0.25 c0.50 c0.25 c0.25 c1.0 c1,0 c0.25 c0.25 <0.50 c0.50 cQ.50 c0.50 c0.50 .rQ 25 c0.25 cQ.SO c0.50 0.99 c0.50 2.2 MW-6DUP Te1!America 3117/03 cQ,25 c0,50 cQ.25 c0.50 c0.50 cQ.25 co.SO c0.25 c0.25 ct.a <1.0 <0.25 c0.25 cQ.50 cQ.SO c0.50 cQ.50 cQ.50 cQ.25 cQ.25 <0.50 c.Q.50 0.90 cQ.25 2.1 MW-8 TulAmerica 6113/0J cQ.25 c0.50 cQ,25 c0.50 .rQ.50 cQ.25 cQ.50 c0.25 c0.25 c1.0 <1.0 cQ.25 <0.25 cQ.50 <0.50 cQ.50 c0,50 <0.50 cQ.2.5 c0.25 c0.50 cQ.50 <0.25 cQ SO u MW-6 Tesl America 12/18/03 c0.20 <0.50 c0.20 cQ.50 c0.50 c025 cQ.40 <0.25 cQ.20 <1.0 <1.0 <0.20 c0.20 c0.50 cQ.50 c0.50 <0.50 c0.50 c0.20 c0.20 cQ.50 cQ.50 MW-7 Test Amerle& 12/3/02 c0.to c0.25 0.27 0.27 c0,25 0.29 0.31 c0.25 cQ,25 c0.25 cQ.25 cQ.25 cQ.25 c0.25 cQ,25 0.33 cQ,25 cQ.25 cQ,25 c0,25 c0.25 c0,25 c0.25 <0.25 2.2 MW-7DUP TeslAmerlca 12/3/02 c0.10 c0.25 0.15 c0.25 0.57 c0,25 0.19 ·c0.25 c0.25 Q.45 <0.25 <0.25 0.38 <0.25 <0.25 0.39 <0.25 c0.25 <0.25 <025 c.0.25 c0.25 MW-B Te1!America 12/3/02 co.to .r0.25 0.17 c0.25 <0.25 c0,25 0.13 c0.25 c025 0.-45 cQ,25 c0.25 c0.25 c0.25 c0.25 c0.25 c0.25 c0.25 cQ.25 c0.25 c0.25 c0.25 c0.25 0.8 MW-8 Tell America 3117/03 .r0.25 c0.50 c0,25 cQ.50 cQ.50 c0.25 c0.50 c0.25 c0.25 cf.O ctO c0.25 c0.25 c0,50 <0.50 c0.50 cQ.50 c0.50 c0.25 c0.25 cQ.50 <0.50 c0.25 0.0 MW-8 Test America 6113/03 cQ,25 c0.50 0.31 cQ.50 cQ.50 c0.25 CO.SO c0.25 c0.25 c1.0 c1.0 cQ.25 c0.25 c0.50 <0.50 c0.50 cO.SO c0.50 c0.25 c0.25 cQ.50 cO.SO c0.25 o., MW-8 'Test America 12119!03 c0.20 c0.50 c0.20 c.O.GCI <0,50 cQ,25 c0,40 cQ.25 c0.20 c1.0 c1.o c0.20 co.20 c0.50 cQ.50 c0,50 c0.50 •co.so cQ.20 c0.20 co.SO <0.50 c0.20 0.0 MW-8 Tell America 3/2/04 c0,20 c.Q,50 c.0.20 co.SO co.SO c0.25 c0.40 cQ.25 c0.20 c1.Q <1.0 <0.20 cQ,20 cQ.50 <0.50 <0.50 c0.50 cQ.50 c0.20 c0.20 co.so co.so cQ.20 0.0 MW-9 Tes! America 12/3/02 c0.10 <0.25 0.16 <0.25 c0.25 <0.25 c0.20 c0,25 c0.25 0.42 cQ,25 c0.25 c0.25 cQ.25 cQ.25 0.70 c0.25 cQ.25 c0.25 cQ.25 cO 25 <0.25 cQ.25 cQ.25 20 MW-9 Te1lAmerica 3117/03 c0.25 c0.50 <0.25 cQ.50 cQ.50 c0.25 cQ,50 <0.25 c0.25 ct.a cf,0 c0,25 -<0.25 cO.SO cQ.50 1.8 co.so .rQSQ c0.25 c0.25 c0.50 18 MW-9 Te$! America 6113/03 c0.25 c0.50 c0.25 c0.50 co.SO c0.25 <0.50 c025 c0.25 c1.0 <1.0 <0.25 cQ,25 cQ,50 cQ.50 1.4 cQ.50 co.so <0.25 <0.25 <0.50 2.0 MW-9 Tesl Amenca 12/19/03 c0.20 cO 50 c0.20 cQ.50 c0.50 cQ.25 <0.40 c0.25 c0.20 ct.O ct.O <0.20 c0.20 co.so co.so 3.8 co.so <0.50 <021) cQ.20 c0.50 cO 50 MW-9 Tesl America 3/2/04 c0.20 c0.50 c0.20 c0.50 c0.50 cQ.25 <0.40 c0.25 c0.20 cf.~ ct.O cQ.20 cQ.20 cO.SO c0.50 1.8 cQ 50 cQ.50 cQ.20 c0.20 cQ.50 c0.50 ••2.2 PZ-10 Te1l America 12/2/02 c0.10 c0.25 0.25 c0.25 1.2 0.28 0.37 c0.25 c0.25 c0,25 c0.25 c0.25 c0.25 c0.25 c0.25 c0.25 c0.25 c.Q.25 cQ.25 <0.25 cQ.25 cQ.25 <0.25 c0.25 c0.25 2.1 PZ-10 Test Amenc. 3118/03 cQ.25 c0.50 c0.25. cQ.50 2.8 c.0.25 <0.50 <025 c0.25 ct.a <1.0 <0.25 c0.25 <0.50 c0.50 c0.50 c0.50 cQ.50 <0.25 c0.25 cQ,50 cQ.50 cQ 25 <0.50 cQ.50 2 8 PZ-10 Tell Amenca 6/12/03 cQ.25 . c0.50 cQ.25 c0.50 2.0 c0.25 <0.50 cQ.25 c0.25 <1.0 · <1.0 c0.25 cQ.25 c0,50 <0.50 <0.50 cO.SO c0.50 c0.25 <0.25 cQ.50 c0.50 c0.25 cO 50 cQ 50 2.0 PZ-10 · TeslAmerica 12/18/03 c0.20 c0.50 c0.20 <0.50 1.5 c0.25 cQ.40 c0.25 <0.20 <1.0 <1.0 <0.20 c0.20 c0.50 <0.50 c0.50 c0.50 c0.50 c0.20 cQ.20 c0.50 cO.SO c0.20 c0.50 <0.20 1.5 PZ-10 Te1tAmerlca 3/2/04 c0.20 c0.50 c0.20 cQ.50 1.1 cQ.25 cQ.-40 c0.25 <0.20 c1.0 c1.o c0.20 c0.20 co.so <0.50 co.so c0,50 c0.50 cQ.20 c0.20 cQ,50 c0.50 c0.20 c0.50 c0.20 1.1 PZ-11 TeslAmerlCIII 12/2/02 co. to c0.25 0.21 cQ.25 cQ 25 cQ.2:1, 0.17 c0.25 cQ.25 c0.25 cQ.25 c0.25 cQ.25 c0.25 cQ.2S 0.26 c0,25 cQ,25 cQ.25 c0.25 c0.25 c0.25 cQ.25 c0.25 cQ 25 0.6 PZ-11 Test America 3/18/03 c0.25 c0.50 cQ.25 cQ.50 cQ.50 c0.25 c0.50 <0.25 c0.25 ct.O <1.0 c0.25 c0.25 c0.50 c0.50 c0.50 c0.50 c0.50 <0.25 c025 c0.50 <0.50 c0.25 c0.50 <0.50 0.0 PZ-11 T ■slAmerlca 6112/03 c0.25 c0.50 c0.25 c0.50 co.SO cQ.25 <0.50 c0.25 cQ.25 c1.0 cf.0 c0.25 c0.25 c0.50 c0.50 c0.50 cQ.50 c0.50 c0,25 c0.25 cQ.50 c0.50 c0.25 c0,50 cQ,50 0.0 PZ-11 Tell America 12/18/03 c0.20 <0.50 <0.20 'cOJ50 cQ,50 cQ,25 ~.40 c0.25 cQ.20 ct.a c1,0 c0.20 cQ,20 cQ.50 c0.50 c0.50 c0,50 c0,50 cQ.20 cQ.20 cQ.50 c0.50 c0.20 cQ.50 cQ,20 00 PZ-11 Teal America 3/2/04 <0.20 c.0.50 c0.20 c0.50 c0.50 <0.25 <0.-40 c0.25 . c0.20 c.1.0 c1.o c0,20 cQ,20 co.so c0.50 <0.50 -.o.so cQ.50 c0.20 cQ.20 <0.50 co.so cQ.20 <0,50 cQ,20 0.0 PZ-12 Tes! America 12/2/02 c0,10 cQ.25 0.19 c0.25 cQ.25 cQ.25 0.11 c0.25 c0.25 0.49 c0.25 0.67 <0.25 <0.25 c0.25 3.9 <0.25 c0.25 c0.25 c0.25 <0.25 <0.25 c0.25 59.4 PZ-12 Te1tAmerica 3/18/03 cQ.25' c0.50 <0.25 c0.50 c0.50 <0.25 cQ.50 c0,25 cQ.25 <1.0 c1.0 c0,25 c0.25 c0.50 c0.50 "13 16 co.so c0.25 c0.25 co.so co.so <0.25 co.so 20.8 PZ-12DUP Te1tAmerica 3/18/03 c.Q.25 c0.50 c0,25 c0.50 c0.50 c0.25 cQ.50 <025 cQ,25 c1.0 c1.0 c0.25 c0.25 c0.50 c0.50 1.7 cQ.50 c0.25 c0.25 c0.50 c0.50 <0.25 cQ.50 22.4 PZ-12 Tesl America 6/13/03 cQ.25 c0,50 c0.25 c0.50 cO 50 c0,25 c.0.50 c0.25 c0.25 c1.0 c1.0 c.0.25 c0.25 cQ.50 c0.50 "14 1.6 co.so cQ.25 c0.25 cQ.50 <0.50· c0.25 c0.50 17.2 PZ-12 Test America 12/19/03 c0,20 c0.50 <0.20 <0.50 TW-27 TeslAmerica 12/18103 c0,20 c0.50 c0.20 c0.50 11 c0.25 Q. ◄ 0 c0,25 c0.20 c1.0 c1.0 c0.20 cQ.20 co.SO cQ.50 0.83 cQ.50 c0.50 c0.20 cQ.20 cQ.50 2.3 D.71 cQ.50 <0.20 150 TW-27 Test Amenca 3/2/04 cQ.20 c0.50 <0.20 cQ.50 2.3 c0.25 cQ.40 c0.25 c0.20 <1.0 <1.0 c0.20 cQ.20 cQ.50 cQ.50 c0.50 <0.50 c0.50 c0.20 <0.20 cQ.50 1.6 0.72 0.51 c0.20 5.1 PZ-28 Test Amerfca 2/5/0,1 c020 c0.50 c0.20 cQ,50 2 0 cQ.25 cQ.40 c0.25 c0.20 c1.0 <1.0 c0.20 c0,20 c0.50 c0.50 c0.50 c0.50 .rQ.50 c0.20 c0.20 cQ.50 .rQ.50 c0.20 cQ.50 c0.20 2.0 PZ-28 Tn1Amer1ca l/3J04 cQ.20 cQ,SO cQ.20 c0,50 1.6 c0.25 . MW-29 Tes! America 12/18/03 2.S co.so 0. ◄ 2 co.so~ 1.-4 0.22 c0.25 C0.20 c1.0 c1.0 c0.20 c0.20 c0.50 co.SO c0.50 cQ.50 cQ.50 'c0.20 1.1 cQ.50 <0.50 c0.20 <0.50 <0.20 135.6 MW-29 Test Amef'lca 3/3/04 cQ.50 0.20 cQ.50 [!!!] 0.61 0.32 cQ.25 c0.20 c1.0 c1.0 c0.20 c0.20 c0.50 c0.50 c0.50 c0.50 cQ.50 c0.20 1.2 cQ.50 c0.50 c0.20 cO.SO c0.20 181.4 MW-30 Test.America 12118/03 0.34 cQ,50 0.35 1.3 t1 c0.25 3.3 c.Q.25 c0.20 cl.O cl.0 c0.20 c0.20 c0.50 cQ.SO 0.97 c0,50 c0.50 0.56 0.22 c0,50 c0.50 c0.20 cQ.50 18.:J MW-30 Tes!America ::113/04 cQ,20 c0.50 cQ,20 c0.50 15 cQ,25 2.4 cQ.25 cQ.20 c1.0 ct,O c0.20 cQ,20 c0.50 cQ.50 cQ.50 <0.50 cQ.50 0.66 0.42 cQ,50 c0.50 c0.20 18.5 MW-31 Ta1tAmerica 12/19/03 0.24 co.so cQ.20 -<0,50 1.7 <0,25 <0.40 cQ.25 <0.20 c1.0 c1.0 .rQ,20 cQ.20 cO.SO c0.50 cO.GCI c0.50 c0.50 cQ.20 cQ,20 cQ.50 <0.50 <0.20 c0.50 30 MW-31 Dup Test A1nerica 12/19/03 0.26 <0,50 <0.20 c0.50 1.6 c0.25 c0.-40 c0.25 c0.20 c1.0 c1.0 c0.20 c0.20 cQ.50 cQ.50 c0.50 c050 c0.50 c0.20 <0.20 c0.50 <0.50 <0.20 c0.50 ,., MW-31 Test America 3/l/Oo1 0.33 c0.50 c0.20 c0.50 1.6 cQ.25 c0.40 cQ.25 c0.20 c.1.0 <1.0 c0.20 c0.20 c0.50 cQ.50 c0.50 .rQ.SO cO.SO c0.20 c0.20 cQ.50 <0.50 cQ.20 MW-32 Tell America 12118/03 cQ.20 <0.50 0.23 c0.50 c0,50 c0.25 c0.40 cQ.25 cQ.20 <1.0 <1.0 c0.20 cQ.20 cO.SO <0.50 <0.50 <0.50 c0.50 c0.20 cQ.20 cO 50 cQ.50 MW-33 TeslArneilca 12/18/03 <0.50 1.9 18 3.2 0.30 7.85 c0.25 cQ.20 c1.0 c1.0 c0.20 CQ.20 cQ,50 cQ.50 cQ.50 c0.50 cQ.50 0.70 c0.20 cQ.50 cQ 50 cQ 20 -45.0 MW-ll 1 ..1 America 3/2/04 cQ,50 U 20 2.6 0.61 20.5 c0.25 cQ.20 c1.0 •1.0 c0.20 cQ.20 c0.50 cQ.50 c0,50 cQ,50 cQ.50 1.7 <0.20. 1.7 <0.50 cQ,20 58.7 SumpA Ta1tAmerlca 12/3/02 0.25 c025 c0.10 c0,15 1.4 0.87 c0.20 c0.25 <0.25 c0.25 cQ.25 <0.25 <0.25 c0.25 c0.25 <0.25 c0.25 <0.25 c0.25 c0.25 c0.25 c0.25 c0.25 cQ.25 J.1 SumpA Te1tAmerica 3/17/03 c0,25 ' c0.50 cQ.25 cQ.50 1.l 0.26 c0.50 cQ.25 <025 ct.Q ct.0 c0.25 c0.25 c0.50 cQ.S0 c0.50 cO.SO c0.50 c0.25 c0.25 <0.50 c0.50 c0.25 1.6 Sump A Tut America 6113/03 0.32 cQ,50 c0.25 co.SO 3.3 0.27 c0.50 0.-44 c0.25 c1.0 .rt.0 c0.2S c0.25 cQ,SO c.Q.50 c0.50 c0.50 c0.50 c0.25 c0.25 cQ.50 c0.50 c0.25 ,., Sump A Tesl America 12118/0J cQ.20 c0.50 c0.20 c0.50 2.6 c0.25 c0.40 cQ.25 c0.20 cf.O ct.a c0.20 cQ.20 co.so cQ,50 c0.50 co.so co.so c0.20 cQ.20 cQ,50 co.so c.Q 20 2.9 SumpA Te11America 312/04 c0.20 cQ.SO cQ.20 c0.50 2.6 <0..25 0.21 c0.25 <0.20 c1.0 ct.O c0.20 c0.20 c0.50 cQ.50 c0.50 c0.50 co.so c0.20 cO.:lO cQ.50 cQ.50 cQ.20 cQ 50 3.0 SUMPS 12/3/02 DRY SUMPB 3/17/03 DRY SUMP B Tell Amerlca 6113/03 <0.25 c0.50 c0.25 cQ.50 21 c0.25 c0.50 c0.25 <0.25 c1.0 c1.0 c0.25 --. ,_1.3 ...,.. c0.50. ...., cO_!'iO cO.SO c0.50 c0.50 c0.25 c0.25 co.so <0.50 c0.25 30.J SUMP B Test America 1:ut9103 cQ.20 cQ,50 cQ.20 c0,50 2.9 cQ 25 c0,40 cQ.25. cQ.20 ct.O ct.a c0.20 <0.20 co.so co.so c0.50 co.so co.so c0.20 c0.20 c0.50 cQ 50 c0.20 2.9 SUMPB Tn(Amerlca 3/2/04 c0.20 cQ.50 c0.20 c.Q.50 cQ.50 c0.25 c0.40 cQ.25 c0.20 c1.0 cf.0 c0.20 c0.20 cQ,50 .rQ.50 c0.50 cQ.50 c0.50 c0.20 c0.20 c0.50 cQ.50 c0.20 0.0 SumpC Test America 12/3/02 2.D 0.27 t.1 2.1 c0.25 1.09 c?.25 c0.25 0.32 c0.25 c0.25 0.11 cQ.25 cQ.25 5.J 0.-48 c0.25 c0.25 cQ.25 cQ.25 180.5 SumpC TeslAmerica 3/18/03 0.611 Page 1 ur 3 ~ ALPHA TERRA ...... SCIENCE Alpha Terra Science, Inc. 1237 S. Pilgrim Road, Plymouth, WI 53073 TEL 920/892-2444 FAX 920/892-2620 September 21, 2005 Website: www .alphaterra.net E-mail: [email protected] Mr. Eric Amadi Wisconsin Department of Natural Resources 2300 N. Dr. Martin Luther King Jr. Drive P.O. Box 12436 Milwaukee, WI 53212 RE: Photodocumentation of Cap Installation, Former Lawran Foundry, 4700 W. Electric Avenue, West Milwaukee, Wisconsin, BRRTS # 03-41-280558, 02-41-523341, FID # 341041360 Dear Mr. Amadi: Attached are photographs that document the installation of the engineered barrier at the above referenced site. Asphalt and concrete have been installed surrounding the building and the interior floor has also been rehabilitated. This work was completed from July to September 2005. Previous submittals have been provided to demonstrate the abandonment of the monitoring wells, and you are in the process of reviewing the final ·deed restriction. Once the deed restriction is finalized, a final closure letter can be provided. I trust this information meets your needs. ~ a Kendrick A. Ebbott, PG. Director of Remediation Services Attachments: Site Photographs Cc: Mr. Michael Westover, Product Service, 4530 W. Burnham Street, Milwaukee, WI 53219 w/ Pictures Mr. Don Gallo, Reinhart Boemer et. al., P.O. Box 2265, Waukesha, WI 53187-2265 w/ Pictures f:\_pen\product service & mfg\pro-200 1-01\reports\cap pictures letter.doc erty line with Burnham Auto Salvage .. I ._ ' SW Comer of Site looking NE S Side of Site looking West Asphalt between Quonset Hut on West and Main Building on the East SE Comer of Lot looking North along Electric Ave. E Side of Building loading docks on Electric Avenue reinhartlawcom 1191 ~];N1~At\~R~~ ATTORNEYS AT LAW May 13, 2005 Sandra Del Pizzo Direct Dial: 262.951.4599 sdelpizz@reinhartla w. com Mr. Eric Amadi /{o) ~ ®~ 0 wYlfil Wisconsin Dept of Natural Resources WJ MAY I 6 2005 IJ}j 2300 N. Dr. Martin Luther King Jr Drive Milwaukee, WI 53212-0436 By r /\- Judith Ohm, Esq. Wisconsin Dept of Natural Resources PO Box 7921 Madison, WI 53707-7921 Dear Mr. Amadi and Ms. Ohm: Re: Product Service/Former Lawran Foundry 4700 W. Electric Avenue West Milwaukee, WI BRRTS # 03-41-280558; 02-41-523341 FID # 341"041360 I enclose clean and red-line versions of the draft Deed Restriction for the above captioned property (the "Property") for your review. As you will note, these versions incorporate those changes requested by Attorney Ohm. In addition, I enclose revised figures and Engineered Barrier Plan provided by Alpha Terra Science Inc. ("ATS") as attachments to th e Deed Restriction. Please review these documents and advise this office if the document is ready for recording. With respect to final closure, we note that there were four conditions to closing including (1) well abandonment; (2) drum disposal; (3) recording of the deed restriction and (4) installation of an engineered barrier. To date, ATS has completed the well abandonment condition; a copy of the well abandonment forms were submitted to Mr. Amadi under a separate cover. In addition, ATS is in the process of completing the drum disposal activities. Once completed, documentation of the soil disposal will be provided to the Wisconsin Department of Natural Resources ("WDNR"). PO. Box 2265 , Waukesha, Wl 53 187-2265 • W233 N2080 Ridgeview Parkway, Waukesha, Wl 53188 Telephone: 262-95 1-4500 • Facsimile: 262-951-4690 • Toll Free: 800-928-5529 Milwaukee, Wl • Telephone: 414-298-1000 • Toll Free: 800-553-6215 Madison, Wl • Telephone: 608-229-2200 • Toll Free: 800-728-6239 Mr. Eric Amadi Ms. Judy Ohm May I 3, 2005 Page 2 With respect to the installation of the engineered barrier, we understand that Product Services is in the process of completing a variety of improvements on their property and within the building. They are aware that documentation of the engineered barrier installation is a condition of closure. As such, we expect that they will be contacting either A TS or this office with this schedule. We will continue to monitor there progress and will update the WDNR accordingly. Should you have any questions regarding this transmittal, please contact me at (262) 951-4599. We look forward to hearing from you soon. Yours very truly, Waukesh\28432SMD:SMD Encs. cc Mr. Michael Westover (w/ encs) Donald P. Gallo, Esq. (w/o encs) Mr. Ken Ebbott (w/o encs) ENGINEERED CAP AND BUILDING BARRIER MAINTENANCE PLAN May 10, 2005 Property Located at: 4700 W. Electric Avenue, Milwaukee, WI 341041360,02-41-523341;03-41-280558 LOT 2, EXCEPTTHENORTH401 FEET IN BLOCK 2, IN ASSESSOR'S PLAT NO. 294, IN THE SOUTHEAST ¼ OF SECTION 2, IN TOWN 6 NORTH, RANGE 21 EAST, IN THE VILLAGE OF WEST MILWAUKEE, COUNTY OF MILWAUKEE, STATE OF WISCONSIN PARCEL TAXLD. #473-1017 Introduction The purpose of this document is to present a Maintenance Plan for an engineered cap and building barrier at the above-referenced property per the requirements of NR 724.13(2) of the Wisconsin Administrative Code. The maintenance activities relate to the existing slab on grade building and other paved surfaces occupying the area over the contaminated groundwater plume and soil on-site. The contaminated groundwater plume and soil is impacted by chlorinated volatile organic compounds (CVOC), lead, diesel range organic (DRO) compounds, petroleum hydrocarbon and/or polynuclear aromatic hydrocarbons (P AH). The location of the paved surfaces and building to be maintained in accordance with this Maintenance Plan, as well as the impacted groundwater plume and soil, are identified in the attached map (Exhibit A). Engineered Cap Purpose The paved surfaces and the building foundation over the contaminated groundwater plume and soil serve as a barrier to prevent direct human contact with residual soil contamination that might otherwise pose a threat to human health. These paved surfaces and building foundation also act as an infiltration barrier to minimize future soil-to-groundwater contamination migration that would violate the standards ofNR 140 of the Wisconsin Administrative Code. Based on the current and future use of the property, the barrier should function as intended unless disturbed. Annual Inspection The paved surfaces and building foundation overlying the contaminated groundwater plume and soil and as depicted in Exhibit A will be inspected once a year for cracks and other potential exposures to underlying soils. The inspections will be performed to evaluate damage to the floor due to exposure to the weather, wear from traffic, increasing age and other factors. Any area where soils have become or are likely to become exposed will be documented. A log of the inspections will be maintained by the property owner and is included as Exhibit B, Cap Inspection Log. The log will include recommendations for necessary repair of any areas where underlying soils are exposed. Once repairs are completed, they will be documented in the inspection log. Maintenance Activities If exposed soils are noted during the annual inspections or at any other time during the year, repairs will be scheduled as soon as practical. Maintenance activities can include patching and filling operations or they can include larger resurfacing or construction operations. In the event that necessary maintenance activities expose the underlying soil, the owner must inform maintenance workers of the direct contact exposure hazard and provide them with appropriate personal protection equipment ("PPE"). The owner must also sample any soil that is excavated from the site prior to disposal to ascertain if contamination remains. The soil must be treated, stored and disposed of by the owner in accordance with applicable local, state and federal law. In the event the paved surfaces and/or the building overlying the contaminated groundwater plume and soil are removed or replaced, the replacement barrier must be equally impervious, with an infiltration rate equal to or less than 1 x 10-7 emfs. Any replacement barrier will be subject to the same maintenance and inspection guidelines as outlined in this Maintenance Plan unless indicated otherwise by the Wisconsin Department of Natural Resources ("WDNR") or its successor. The property owner, in order to maintain the integrity of the building structure, will maintain a copy of this Maintenance Plan on-site and make it available to all interested parties (i.e. on-site employees, contractors, future property owners, etc.) for viewing. Amendment or Withdrawal ofMaintenance Plan This Maintenance Plan can be amended or withdrawn by the property owner and its successors with the written approval ofWDNR. 2 Contact Information (As ofMay 2005) Site Owner and Operator: Product Service and Manufacturing Corp., Inc. 4530 W. Burnham Street, Milwaukee, WI 53219 414 384-6780 Consultant: Alpha Terra Science 1237 S. Pilgrim Road, Plymouth, WI 53073 920 892-2444 WDNR: Mr. Eric Amadi SE Region Headquarters, 2300 N. Dr. Martin Luther King Jr. Dr., Milwaukee, WI 53212 414 263-8639 3 EXHIBITB BARRIER INSPECTION LOG PRODUCT SERVICE / FORMER LAWRAN FOUNDRY 4700 W. Electric Avenue, West Milwaukee, WI 53219 Inspection Condition of Have Recommendations from previous Inspector Recommendations Date Cap insnection been imnlemented? EXHIBITS l'lnr ~n.GO{)/ ...... · PLAT OF SURVEY OF PROPERTY OF.-L4.Wt?AN EOlMa::?R..}:£0..✓-?m~ tflt2(J W ELE.CTRA...... i'.:'...... ,4~V: ....-S'-'N ....,'U.~'£◄ ______1 W. BVP:::~~~'::--.__ P+-_S_7RE£T . PIPE- -1 C"OM.BAS~ ✓ '>' 4'/"t?R cl//ldNcY I ~I ------1 ------···-- ---·------.. -·------· -.::J 200 /JO ;V.94700 /-SrOPY CONC.E?E"l"'c ii / B!OC"k' BUit.DiNG _, _ ...... ,_.,,.~-...... -.:. ,"C 8Z0CI<' BU/LO/NG / i i i I .I I ~I ~: 82.6 11"'2.'---- ·--- - ,ri. ~./ I,_; . ~- _____/~ N007J..,1 BANk:" OF OITC-H ____ ~. _ /~ C, 1 0-----..,..___ r_. ______.!104.SO____ / P/Pc~_; .. ,oow "~ c,4ScME"NT TO C/TY·OP WEST ,4Ll_/S_____ r--t-----~l ·,,;9.97 ····•·: ~,, ---.--.-L---.-- : I 7,0f20PEQ7Y L/N.1:- f / I 1 I ~; ~s LL/NEG33'S.OFN.f/¢SEC.L/NE-- I q:) +~A..<>; ~V· v--tt----+ ___.__....._ __ ~ IS LIN€ O~ lO"T 2 I "' CO0SS ~ . \ y Cl' "' I l,g I C\i'. laNe GGOJ Wr, JI. ,\. STl-'J:-;tl\1;1::-- A I:. J ,Trt:'\11 ,\r ,J-.-.; hrrrh, . rf'rtif, thd .,...,. hu,., aun·t,rJ tl1r r,rnl"t''I) d,,rrih•d al,,,,t 11(CCJtdin« tu .,fficinl rt-c-urd1t, ■ nJ 1l111f rh .. p)Jr ,~n,·t Jrn"'"" 111 '1 thrrc-rt ,rrrurn1111ion STEINHAGEN & STEINHAGEN ,.f uiJ 11ourVt'\', REGISTERED CIVIL ENGINEERS ~lifw1111"tt, \\'i"·· MILWAUKEE. WISCONSIN 0======-====-=--==-----=----=-----=-=-====N POLCO METAL ..... z FINISHING MW-1:! (4703 W. ELECTRIC) FORMER """ rn 0 lW-'6 )( LAWRAN FOUNDRY .,.#:!4 BUILDING -·--·------··•--·-·- . -~ (4711 W. ELECTRIC) 11-IE GUTTER COMPANY ·- (Paved Parking Lot) "14 "' #JI SUMP-A FORMER. LAWRAN FOUNDRY (4700 W. ELECTRIC) I I•'. N L> .! X F..xco~im Limi1 Smnplc: #24 Sample Number 1 e B-20 SOIL llORJNO )( lW·l?(SO TI'MP!lRARY WEIi. (RE~K)WO) (I'\ I) Mobdc: Ulb AnaJ,1~.S Rnu!1 - ,,_ .QL NR 141 MONIIORING WELL/ PIEZO~lr-TI:R VMW•l V StlMJ>. JO Sl'MP 11\.'ilAllID l'C6T-f.~('A\,\TION C'.-ha..i11 ••. , I ! j ' ·rw-21 """ ~MW-29 ' '' #l . ' ' ,1 :.1u Pl-~ ' ' DOOR ' ' l\\'-111 11-22 ,.,' ' BURNHAM • :;: SlJMl'3/~&-1~-'~------,------\U > AUTO SALVAGE 8-128 ' ' • ' ' (Grass I Gravel, .,_...,,_, r: J 11-.li• ._-, : : .,, : : ...... 000,, 11-1 . Abundant Scrap U-11 ' ' 'I ' I N •• 'I 'o #lb )( IW-11 Automobiles) "' B--2.l ' I #.17 ' ' •U-2' S1,_p I I O,ap 'I 'L ...ll 111CrN I I > I I o I ' )11\\'·H f••n 'I 'I o I ' ' 'bnY ' WEST &I<,. )(1w.1J l.\LLIS ~ID (Creek) ' ' M\\'-S ' ' i ' I PZ-10 ' ' 1,- :' "-'1 ,n, .. ,$" ' ALPHA TERRA ••·• SCIENCE -ftW-l ~,,i',: FIGURE 2 ~ w.-.... MW•JJ • 4/05/04 ----..L---···-··-····- SITE LAYOUT AND ADJACENT BURNHAM PROPERTY USES AlITO SALVAGE ,,,,,,:: SITE REMEDIATION, FORMER LAV'vRAN FOUNDRY ·;;::;;-· · --··-···--- (Grass/ Gravel, ···--·-. ···•········ -···-·----···-··-··--····-·--··--··--· -·-----·· ·----··- . -··- ·-·-- 1" = :aa--- a. "I Abundant Scrap ,:w.;: PRODUCT SERVICE CORPORATION :;;,rn, . KAE Automobiles) LEGEND X Excavation Limit Soil Sample EXCAVA"nON e D-20 SOIL DORING AREA ·• 1W-l9(M) 1EMPORARYWELL(REMOVED) □ (M) Mobile Lab Analytical Result A._ NR 141 MONITORING WELL -v-MW-3 OR PIEZOMETER V SUMP-C SUMP INSTALLED POST-EXCAVA110N ·..: 1EMPORARY WELL 1W-36 LOCATIONANDDESIGNATION 94.59 GROUNDWAIERELEVATION 1· (fi relative local benchmark) 1.. · 1. .. ,•· + Data not used in contouring: GROUNDWATER PZ-10 different aquifer H.OW Sump B likely diy, water hung up in base cap 92.5 ,,,.-_ Groundwater Contour Line B-2 . -·"' '·. MELT AREAC POURING EXCAVATION AREA FROM 4 TO IO FEET ~MW-29 NA DOOR ~PZ-28 SUMP-C NA *u 94.28 MAINTENANCE AREAB R-22 e Quonset Building SUMP B EXCAVATION [_J Transformc -~:1W-37 Maintenance I Storage DOOR - TO 9 FEET • 94.93 B-21 ◄' Slope lo Drive ' 92.72+ •• ll-1 /.,,,,/ e B-2.l / B-25 Sleep Drop 1W-38 ){ to Creek 94.91 •• FORMER LAWRAN FOUNDRY PROPERTY 4700 W. ELECIRIC A\'e,.n / 8-16 BURNHAM AUTO • SALVAGE PROPER1Y (fD ✓ -4901 W. BURNHAM SlREET C.atch Ba.~in lW-15 y ... ::.>' PZ-10 I~ 78.18+ -I~ 9 1 • 8-5 A_ MW-3 V ..90.23 TW-14 TW-41 92.88 A I ALPHA TERRA: SCIENCE ~~;,,, FIGURE 3 caie: 10/22/04 ! Burnham Wellsskr ------' -- -- ..... -· 1 Title: GROUNDWATER ELEVATION OCTOBER 12, 2004 I ••· 1 Projt'!'t: I FORMER LA\'\-RAN FOUNDRY ·- /:'.., X~=~o·_ .. _-_ -I m'"" PRODUCT SERVICE CORPORATION \ ! --z EXCAVATION -· TOI0FEEf x,u DOOR IW-1 MW•JI ..DL 2-4' 8.2 ppm - II CORE PREP ROCM V 1>-8's.sppn #7 GRIM>ING I CORE Wi'SH lUNCHROCM I LECil.-:NL> OOOR ! X E.-u:l\·al..ion Limil Sample #24 Sample Nunh.-r "IW-19 1 4-6' Sample lkpth 13 Pl'11 Lead Ca,centraum m&'kg (ppn) Buld T<1t a« .,.. - ISOCONCENTRATION OF ...... / Pb500 LEAD(mgikg) •1'2 2' 85 ppm 2-4' 30ppm 4·6' <4.J ppm [lSTIMATED EXTENT OF LEAD I 11.s.w 82 ppm ABOVE DIRECf CONTACf RCL ! 1W•27 MELT 1 ...,""'-">NG. ..n.._MW•29 Y2-4'48wrn 6-8' 30ppm COOR •IW-111 B-22 3-4' 280 ppn 7•8' IJiµn Pb500 ..------,EXCAVIXnON p 500• )(TW-37 )l TW-35 T09FEET b. i.l rrumi. u 0.2" 4Kppn .,, fl.;' • 2-4' 2H Jµll OOOR J\J,810~b 11.11 1,.'f lliOppu ff]..1 I-'• 16' K 4 pp111 #3<, )( ' o-1 ~ ~ ~;~;Pl 1~ ...... 7 1o0r ...... °' •• )( TW-36 #) e 11.2, ~~! 260 fllTI1 .. ... , P?1l 7•8" 11 iµn lW-38 )( 0-2' 47')ppm /1.ll 34 300 loCr°'"" 2-4' 2)9 PJVII 7•8' 160ppn 6-11' llppn1 )I( rw.1-1 J-4'6.7ppm 7·8'8.9ppm -· .. ,. )I( .,._rw.11 BURNHAM AUTO SALVAGE PROPERTY )I( IW.JS rz.ro MW•I-# A 3' JO ppm • 11.; MW•JJ 1·3' 183 PJ>ll ~MW•l ALPHA TERRA 7-9 27UP1•n SCIENCE ESTIMATED EXTENT OF 11·13'97p1rn..i1L LEAD ABOVE DIRECT Pb 500 V 'IW-14 )( CONTACf RCL ? / ·--·-• OrMni, FIGURE 4 .,, TW-40 -·-,, lW-39 D~!e: Soilchem - Lead isoconc r - ' )(' '\ 0-2' (8'JO ppm 12/14/04 )( ...... \ 2.l9'llllllppm ••-••••-•••-•--•-•-.•-----~<- ••---•••-•--•-- •• -••••••• ••••-• •- -•-• •-•--•-••-•• ----•-•-••- < , 'IJ2ppn Title, SOIL CHEMISTRY: LEAD ? '' \ \ ··-······-·-·-··· .•...... ·--···- --· ······---- ····- ···- ·-- - -········- ·-·-·-·······-·-··--·-·---•- ' \Pb&.. TW-4r \ · \ '\ froject.: \ ' SITE INVESTIGATION AT FORMER LAVVRAN FOUNDRY ' '-r.rJ 1~2• 1:1110 ppm / ) ···-·-· -··-·---·-··-- --···· ··· -· - ·--·····-·················-·--··-···· •~·.Approx.t'._':~5.~. \, ...... 2-1' llllNtppm 'PbSOO ..... - -.I I ci.er.t: PRODUCT SERVICE CORPORATION ,..,. KAE :-_, ---- ✓- '! PCE/TCE 7 -- l'CE/l'CE 70 .... z BURN! 1AM AUTO SALVAGE PROPERTY ESTIMATED EXfE OF SOIL ABOVE MIGRATION TO GROUNDWATER R 'L 1 ttt ;;~ \ "- - VC459 ._, - PCE/TCE 70 PCE/TCE 7 11 14 4-6' CVOCNI •IW-7 CORE PREP ROOM #I I -'-l1' MW-J I C\'OCND 2--r CVOCND <~M' CV(X' ND / 1'CE /TCE_____'m - - ---;:::. ______...,:====-=-----7 ~~~!-(M) / LEGEND CVCX..'NO I 3940' X l::1U:an1ULW'I LimH Sarnpk EXCAVAll ON CVtX.' NO TW-19(M) / ...... #211 Sample Nwnbcr I - --- AREA ')- Ill' / PCE/TCE 7 4 -6' Sample Q:pth (foct below grade) .. CV 11- 22 • AREAB EXCAVATION • T09FEET U-ll #)(1 (>.If #34 6-K' ••11.1 CVtX::ND ('V(X: Nll ES rlMATE ) EXrENr H-2J OF SOILA OVE •/1 -25 SIN!' DIRECT C N"IACT RCL ,.,c,_ #JM ~-7 """' CVCX: ND • lW-24(Sfj 4-6 5' CIS li ld-7cis 7 ~ 16(M) ...... 1>-llrcis 12 2(>- 21fus I.. 4'1'c1s 12 BURNHAM AUTO )(TW- ll(M) • 6-~ SALVAGE PROPERTY cis 15 l.'ai..;h ll.i~u1 P,.,f\V-S ,4.-(,' • 1W-15(M) CVOCND 4:Hi'cisltl MW-4 J.j' 65-Tcts 15 CVCX::ND~ A ALPHA TERRA SCIENCE 01 ~• r,i FIGURE 5 TW-40 12/13/04 Salchem !'CE TC'E skf i.2· CVOCND 2-J'ICVOCND Titl, SOIL CHEMISTRY: ISOCONCENTRATION 7-M'CVUCNU PCEANDTCE )(TW-4I FORMER LAVVRAN FOUNDRY r------l"" Approx 1°==_3~'. __ PRODUCT SERVICE CORPORATION """' KAE ..... z BURN! 1AM AlTTO SALVAGE PROPERTY ESTIMATED EXTE T OF SOIL ABOVE ------~ MIGRMION TO ~ 1- GROUNDWATER R L #204-n' I 1.. R_..1 ~(~}7:i~~ \ '- _.. #I M' Vl'459 ....._ - cvoc vc 140 AREA A DCE370NC 14 EXCAVArlO xTO I0FEET ~ MW-H OCE37NC 1.4 #14 4-6' "'""""' CVOC No"#IJ '1 tW-7 CVOCND c.oRE PREP Rocr.l # 114-6' MW-3 1 CVOCND 2-4' CV(X:ND 6-K' CVOCND LUNCHROOM 8 ·2U(M) 711 -H' LEGE N D CVCX' ND ..,. ]'J--UI' X l:..",ca\ atioo limit Sample CVCX' NO EXCAVATION 000A TW- 19(M) Sample Nunb..-r #20 AREA l( tJ- Hr 4-6' Sample ll..1>U1 (fo..'t OCIO\, grade) f ~CX: ND • ds 17KO CIS 1.2-c.fa;hkxoclrerc rt.'Sull 111 uw":g (ppb) l l'('E59 Tt.v.achlor~thc1.: n:suh m ugll,.g (ppb) □ ...... ·1cE 207 Tnch.lorucUK."ne resu lt u1 ufll.~ (~) Vl'459 Vm) I chloride result in~~ \ppb) 1 BOILER C'VOCND Chlonn;ucd Volat ile Ory;:i,llc Co11vc.)U'1ds Noc D.1cc1cd MW-2 ~ 'IN'Tt:RHEA'Tt:R SOIL BORING HW ~ e B-20 ~,f\V.JU ~ PZ-11 H ' TEMPORARY WEI.I. (REMOVED) -IIJ..l2' rt:EW (M) Mob.le uh Ana.l)"UC.U Kcsull CV(X:' ND NOil:: H.csull1 forcis IJ.IX}; ...... 4-6' CVCX:ND NR 141 MONITORING WEL.1. from Mobtk I J&h lllso 1"'-"'it:tll ~ MW-3 OR PIEZOMt71,R in qwdity USUnllla: umplo .. ,,,_ V SUMP-IO SUMP INSTALLED POST-EXCAV,\TION Lo,;h1R.-n )( B-34 GEOPROBE BORING/ WELL Ult..:hl\asm , ,-- P;i,lletnR""""' and5LDHg,I DCE37 ISOCONCENrRATION OF CIS 1,2-DICHLOROETHENE f-----+----rrrrr,---tf vc 1.4 l OR VINYL Cl ILORI DE (uglkg) • ! 2-4' U-2 P< :E MK4 ~·-- 4-6' 1 ·- PCE !'J IU 17 5-2ll CVOCND AREAC EXCAVATION '"" FROM 4 TO IO FEEr ..""""""' ,. _ _.._,,..;=,1 PZ-28 -LliL MW-2'J TW-34 l--1' V i --1· 0-2' CVCX..' ND ,.~PCE HIW Pl'E 77 cis 31 ,.~ .. PCl£ 51 TW-lktM) rn m 9- 10' :::~~ooa CV(X'ND 11-22 • AREAB )( lW-37 o.tcJd"~~5 ::-~:~:.~·· Slo,. EXCAVArlON 2-4'CVC~ '. ND • T09 FEET lt-1 1 7. 5- 11 CV B- l!i(M) ...... '>-IU'c1s 12 2&2X' cis 14 46'c1s 12 BURNHAM AU1D )( • ,..TW-IJ(M) .. SALVAGE PROPERTY cis I:' C1tch llasu1 MW-l -I-ft' -.: nv. 1;1~n CVOCND -I ,-(i CIS Iii MW-I Cd-7c1s 15 3.;· PZ- 10 CV(X:N~ -IIJ..l2' CVCX-ND l l-5(M) 3K--4t1 .:is~ A t-.iW-1 • ALPHA TERRA MW-33 S CI EN C E 1-3' PCE.,, 356 4-c.'MW~ ..L11LIJCEI . U nY-1 IM) I ': "11:'I V TCE~2(, FIGURE6 TC . 36 7-~ .. CIS 13 PCEK D3tt: lW-40 lW-39 12/13/04 Sci khcm DCE VC skf )( 11- 13' CVOCND 1).2' CV(X: ND 2-J 11 CV(X: ND !1tle: SOIL CHEMISTRY: ISOCONCENTRATION 7-K' CVCX: NlJ DCE AND VINYL CHLORIDE !reject: )J:TW-41 FORMER LAVVRAN FOUNDRY !iD.lt: Approx 1• ~: ~-5_'__ _ PRODUCT SERVICE CORPORATION lHJll'1. KAE MW-32 1-3' DRO61 ~~FND DRO7.3 ~ PVOCl'fl"I # 28 -1.{)' .. x..._J DROll~NI PVCX:ND MW•9 1-3' DRO271NI ..... z #204-6' ·- DROll~NI X\'L 97641 8-<-~6 ;' E 1040 T488 ,1 lW-105-6' lMB247l DRO26 PVOCND fl?~<,• I DROlR I VOCND #3 HY [lR0<74 PVOCND MW-31 24' DRO41 XYL Ill T46, lMB40 6-8' DRO48 8149 XYL 138 T 191, Th1B38 l\JNCH RCXlM LEGEND X Exca\'alion Jjmil 5aJJ1)1c 000A #20 SanlJIC Nwnb.!r a.20lr: 4-6' Sarrplc D..'P(h (fCCI below grade) 78.ff' IIETXND{ DROlllCNI DROn:suhmmg,ky R. ...... ')I( TW•I• TEMPORARY WELL (REMOVED) Lodi. .. Roam CJ EXCAVATION AREA NR 141 MONITORINGWELLorPIEZOMETER ~VMW-3 V SUMP-IO SUMPINSTALLEDPOST·EXCAVATION _ - ,. ESllMATFDffiNCENRAllON(ug'kg) \,.. .,. ANDEXIBNTOFSOILAOOVE •11-2 - - - Rf.SIDUALffiNfAMINANfLEVELS X"'\lJ()() X=XYLENES I B=BENZENE ! s=SO 1 MELT .....'°'-"NO MW•29 2•4' 6-8' ~ DROR0 ORO 1111 XYL Ill XY[. 130 000A T 76, TMB l'l TM, Thlll 43 ..·iw.1s1M) 1).10' PVOCND #32 6-K' DROJIO B-22 • ...... aua.n..luildinf XYJ.23R • [I Transl<• a -· #](1(,-tl' """" 11-21 DROH XYL307 fE]::::· ·•ll-1 ~~&:2.~D T 127, 1MB 127 1\.2] Rest of PVCX::-s ND e11-2s AREAB #37'1 °'""~c.- #3M l•T DH:0<11 I ·- EXCAVATION DRO 149 MfBE41 T09FEET XYL252 T II0. Th!B JOO ... TW•N{M) +6S' PVOCND 65•7PVOCND B-)6{M) 9-H/BETXND 2f>-2H' BETX NU .U/ BETXND... .. fW.)](M) 6-ll'BETXND ~ MW•l 4-(,' )I( TW•l5(M) PVOCND 4 l-6' BETX ND MW4 BURN! 1AM AUTO 6.l•T BETX ND SALVAGE PROPERlY 3-~· PVOC ND-'i'- rz.rn ~40-42' MW•I~. 11-l(M) B~?l,~~~ U~I, T70211, ·-BETX ND 4~6'~ X l62111. 1MB 27130, N ll"I I"' ', - ._ 8 36 ~~~ ~ .. , ~™ BJJlll,[56\Hl,TI0911U, \ \ E45 X.11161Ml,Th!B27RICI.N"-<1U \ .LIL \TJ98 1. 1;1, , lMU1-s· DRo"" IW,.N315 u1. _ x ♦ .. _V_ .. ,• nrwm. 1-.,..,. IJ~ 11144 A ,, s~s______...... -! )I( ALPHA TERRA , - - - - - 00() .,. .,. -. ~f\.V-33 7-K' UETX D SCIENCE ,.. , .. -::-5{}, }(.: 1, ------: , 1-1 ' ., w 10000 - DR017J ' ' 's=soo,X= ' ,, \ LIRl ' '' .. )( TW-40 \ \ ' ' ,, TMD 17(, FIGURE? Jl-13' ,'',, '' , '\, 1 ' ,0 tJ 12.',CJ DRO23 XYl. 50!1 12/13/04 Soilchem B & x.skf ',',',d' '~'fJ !13 T CORE PREPF«XM \ MW-31 2-4' \ PVOCND ...... OR041 AREA A', rv XYL 115 T 46, ThtB 40 EXCAVATION'" - ---- 6-8' TU 10 FEET DRO 1000 DR.048 8U9 XYL 138 T 191, ThffiJH GRINDING/CORE IM.SH LUNCHROOM LEGEND DROJOOO x facantion 1.in1i1 Sat11>le DOOR I --- ... "' #20 S.Jrl1)1c Nwnbcr 13-20 .. 4-6' S.r~lc D::ixb (feet b;Jc,w grad:) II ' \ 7 K-K' BETX ND ( DRO ll~MI ORO n=II u, mgll.g IPJ ORO IO PVOC ND I I X\1. 9760 X> lcnes result in Llw\8 11-12' DRO<-16 PVOC ND -- I I B" Oc,vcnc result in ugt\.:g I H3.E4l, MrllEM TToh•:nc,E Ell,ilbcn,cne, ~ITBE. Mcll,ihcrt But,I Elhcr(uw\g) ~ I AREAi : TMB 100 TMllsumof 1,2,4 and 1,3,l Trimcth)ll>:M:ncs (U!)\g) N KJ'JO Naphlhalene (ui,'\.g} MW-2 ~ 1 : ~~-30~ \ PVOC ND Pcuolcurn \blaldc Dga,Uc Canpourm Not Ibcctcd PZ-11 SINpOrup I DRO 116 I ~ loCrwk IIIHJl: EXCEEDS NR 7211 OR 746 STANDARD 40-42' I 4-6' I NafE: If a,rrp:11.11d no1 hstcd, lhcrc ,,as no dt...'1cict.im PVCX:ND \ DR0-1!<111 I (M) MODILE LAB ANALYSIS ...... \ I ... , ___ .... , • B-20 SOIL BORING -- l'W-19 TEI..IPORARY WELL (REMOVED) D EXCAVATION AREA ,,., .. _a. NR 141 MONITORING WELL o, PIEZOMFlcR ~MW-3 V SUMP-JO SUM!'INSTALLEDPOST-EXCAVIJION ,-.... ESllMAlFD CDNCENRATI0N (IJl'lkg) #3 ) •.f • , AND EXIFNfOF SOILAllOVE 11-2 f DR.O58 Rl:Sl()l.JAL l'ONfAMINANf I.EVEl.S 86.J DROIOOO ORO~ Diesel I XYl.6-1<, Range Oganics ~ -27----~-E_<-1_1E 69. T JOH,__ ThtB -i._253 ______. 1 2-l TW-34 DRO s 0-2'DR02711 PO.AONO PVOC "'"AREA T 139. X 203, Th!B 2KZ 17.:S-ltt 2--l'DROJI MW-29 DROJ-1 2-4' 6-H' PVOCND PVOCND ~ KS-111 DRO27 DROK0 DRO 1111 #2 ] •• XYL 15J XYI. 130 PVCX.'.ND T\V-35 )( DROJ. T7C,, lMB 59 T<>l, TM!HJ 0-2' DRO IJII; PVCX'. ND XYL92 lW-IK(M) 2-4' [)RO ll, rvoc ND T-12 9-HY --PVOCND 7.V1DROJ9 BJ47,T-t9,XKI MlDE 92. TMB 40 1------, ~;:~,j~·o 11-22 • l~-l')l:>RO -- lW-IJ(M) 6-K'BETXND -- ~ MW-S 4-(1' -- TW-IS(M) PVOCND MW-4 4 l-6' Bl"IX ND BURN! 1AM AUTO 3-S' 65-TOETXND SALVAGE PROPERIY PVOCND ~ PZ-IO ~40-42' TW-39 ---',.-----, MW-I~ 13-S(~~ 0-2' DROJJ~lll e JM-W MW-3 8 ~U. £ .J..lt)O, T 7020, BETXND 4-6' X1611MI, 1MB27130,N&l'J FIGURES 12/13/04 ORO isocon.skf Tit:, Soil Chemistry - lsoconcentration Diesel Range Organics SITE INVESTIGATION AT FORMER LA\/'vRAN FOUNDRY i------1"" Approx 1" = 35' PRODUCT SERVICE CORPORATION .... , KAE····- .... ? MW-32 ? t-3' 4-r,· • .LllW ....vRQ._7 J / Bal' t.~l PAI 11)K - S;:l\ ~ - ..., ~-21, .,Q ...._ ,,.,,.a.6· 0'""lltlJND'J( #29 ~f.'.\~~JIJO I #N -Ht' MW-9 s.11· r-\ DRO MIO 1-J' !)ROil~ f &P0.922 DMOlW0 rAIIOh: ..... I Phl'fl.. 1.911 Alff,AA EXCAVATION ? TO 10 FEET c:,~, WELOIOO I DOOR CORE PREP~ t.31 2-4' ,~ir DR041 Dll048 Bal' 2.l>J PAIi 01: \ \ \ \ LUNCH,.al LE.GE.ND X #20 F.:u:a,·aaKYt Llnul Sample IVd Nwnl:x:r 4-U Sampk[q:,th 8-2(1 .. ORO 11'. □ EXCAVATION AREA A_ NR 141 MONITORING WE!.L / PIEZOMETF.R • VMW.J B-2 V SUMP-10 SUMPINSTALLl:OPOST·EXCAVATION .... I! \ ? 1 MW-2f I 2-4' (,g ) flRO 80 I DRO 110 lW-34 ~ &PUii &PU7 / llbF U? DihA ll'.11111 "' l,Ja,PJ.•/ IXXlR 0-2' DRO 178 )( ,....!(\)'7 .."IW-IK PAIJOI( ~9--::. - - ;·! ~~gti~\ ~~\~<;fot.: I I ,.,~, 4K-jlt ldoltl'l~ - - ARFA B H-2l • OROK.',_, .,,,,,- ~------~ PA~»;;., ~',;. EXCAVATION [ ., hun~li u )( lW-37 0/ DRc!f-.llllW-35 ...... DOOR """"" T09 FEcT PAI-IOt,;; kl~- ...... • - 11-21 ~ /H'llROHPAllOI: ~:'j I::)" 7'·" IJRO 39 / / ·•,,.. / &Po.," / llROJ.I )( llKOl.~ 14-lr,• DllO SITE INVESTIGATION AT FORMER LAWRAN FOUNDRY :-m.. ·-·· Approx J''. :=. 35' merit: PRODUCT SERVICE CORPORATION .... ., KAE P..fW-9 1-J' OROl~KI Anin• IW-K -.1' ~ IJROl!l6 CORE PREP ROOM ~V-31 2-4' <► k' DR041 DR04K BaP l.tl'J PAIi OK OR1NOINO I CORE IMSH LUNCHROOM LEGEND X #20 E." 8-IPU,-l~ ••u-1 l>H.034 -__v ) OMO~ 14-16' IJRO ,.. BaPJ.2•• ,' ~ MELT • MW-29 ubr-066•• , r ~· POURING ' Ct3.. ' V AAEA TW-34 \ ..LlL 'JUfAL4742 ,'~., llaP0.052 ', V ...... ~~~ DOOR BbF<0098 C0.042 ~ Apz-2s , .... ~., Tmi\L 0.393 SUM~C lla~ AREAR B-22. O~Building EXCAVArION [J Transl00111: Mainl•nance I SUMP-8 Stor1g• T09FEET DOOR • 8-21 BaP<0.057 llhF<0091 C FORMERLAWRAN FOUNDRY PROPERTY 4700 W. ELECTRIC AVE ... MAUfO B-i<, S 'AGE PROPER1Y •lW-13 • 901 W. BURNHAMSlREET Cak:h Basin A_MW-5 -y llaP MW-3 BaP llaP<0.032 l.lhF<1lW8 c~o.<141 TUli\1.2.19 TW-41 Al. ALPHA TERRA SCIENCE '"·"'' FIGURE 11 12/14/04 GW chem PAIi isoconc slf ·G·R-OUNoWAT-ER CHEMISTRY ·.:--PAH ______-·-·------1socoNcENTRAT10Ns: Benzo (a) Pyrene, Benzo (b) Fluoranthene, Chrysene ftOJtc:: FORMER LAVvRAN FOUNDRY ~Ni--· --- · ------··-··--- ...... ------, . ····· 1" = 30'----····-··-· "'~" PRODUCT SERVICE CORPORATION MW-32 I 8<020 MHIE •050 -'l' cis U OCE· •050 PCE I I If, 115 I I I I I \McLOING B ,020 MW-81 MTBE· •0 50 c11.120CE .. Q!,O I PCE •O 50 TCE •020 I VC <020 I CORE PREP ROO'f B Oll I MTBE 11 I CIS l.20CE <050 PCE ~o 50 8 ,020 I TCE •020 MTBE:26 I vc 12·· tttUOCE •O!IO PCf. •0 50 I ICE •020 I VC 021 •• I I GRINOlNG I CORE WASH OFFICES I (Basement} I I \ k ', (}; ',,-~ LEGE N D .... Beoz- AU LHTS '9L, • p,1111 ,-11r111on )( 8 055 • .. MTBE 120"" MTBE flelhyl Teti &.A-,t Ethff •: l.1..,c,1 NA 1<10 l'AL D-2U(Ml .... oaUOCE 12' CII 1,2 OCE DlcNorOl!lt~ •: EUINdl Nft 140 U .. PCE H' PCE TelracNoroetheoe TCE U' TCE· Tnc:Noro.ltwr. I vc 50 .. VC. \MIJI Ctfonde I e D-20 SOILBORJNG I BOILER I WATER HEATER )( lW• IIJ (M) ITMPORARYWH-L(REM:l\'ED) HEAT ~ i,,du.. -tr111pertG,fflN1t,mabolalllb Sleept)rap I loCt- AREAB ~~JO I EXC:AVATIOI U~UTOCTOOER2 BIJRNIIAM A AlllUSAl.VAGE "IW-39 s u·· )( MTBE 25 ALPHA TERRA )( QI Ii OCE. •05 •020 SCIENCE PCE:"05 vc 020 lW-40 TCE ,.02 VC. ~01 FIGURE 12 )( lW-41 12/14/04 gwchem - VOC's isoconc VC TCE.skf ----""•-·-···-.. ------·-·----... --··-····-- ·····-. ····--·--·-·· -··---·- GROUNDWATER CHEMISTRY - 'l'itle: voe ISOCONCENTRATIONS: Trichlorethene c=.111cj YinyLCb!C>.rige______. hoject: SITE INVESTIGATION AT FORMER LA~N FOUNDRY 1''.. = 37.5'. __ ---· rner•.: PRODUCT SERVICE CORPORATION KAE MW-32 / ..... z Bc020 ~ MTBE <050 ci,1.20CE c050 PCE c050 TCE. c020 1W-2C,(M} vc •020 B CORE PREP ROOM ~MW-31 eon MlBE 16 c,11,lDCE •O~ PCE· GRlr-olNG I CORE WASH OFFICES (Elasemer«) LEGEN.D "" nv.19 CONCRET INSIDE BUILDING OOTPRJNT ♦MW-31 #11 CONCRETE INSIDE BUILDING FOOTPRINT OFFICES (B ■ tllffllnl} w u z LEGEND DOOR ~ X Excavation Limit Sample #24 Sample Number e B-20 SOIL BORING • TW-19(M) TEMPORARY WELL (REMOVED) • (M) Mobile Lab Analytical Result AREAS ♦ ♦ MW-30 PROPOSED LOCATION OF PZ-11 SteepDrq, ENGINEERED BARRJER AND ~-2 ..,,.. ~:g_a--- MATERIAL OF CONSTRUCTION A•plla• e Q. NR 141 MONITORING WELL/PIEZOMEIER Trees ..DLVMW-3 V SUMP-IO SUMP INSTALLED POST-EXCAVATION Catch* Basin • B-2 i I CONCRETE INSIDE ASPHALT OUfSIDE ._ BUILDfNG FOOTPR.INf • BUILDING EXCEPT l ADJACENT TO ELECTRIC AVENUE j -'i'-MW-29 DOOR )f.. lW-13 B-22 . • ~ Quonlel81tidlr1g t,h1irll8MIICe I T=' Slonlg1 DOOR B-1 • "' B-21 MAINTENANCE ,,. #36 )f..TW-17!78 •• CON RETE INSIDE #37 8-23 •B-25 BUil DING FOOTPRINT ..... '" IIICIN'"' '1f..rw.24 Tre s ASPHALT OUTSIDE BUILDING EXCEPT ADJACENT TO ELECTRIC AVENUE B-16 )f._ A '1f..TW-ll ALPHA TERRA Catch Basin SCIENCE MW-5 )f.. TW-15 hawing, FIGURE 14 MW-4 PZ-10 Date: 10/29/04 ,_ MW-I~ Title: PROPOSED ENGINEERED BARRIER •B-5 Project, SITE REMEDIATION, FORMER LAWRAN FOUNDRY ment, PRODUCT SERVICE CORPORATION Eng barrier Closure Request Repart.skf #29 0 GR~DINO /CORE WASH 0 0 V) OFFICE$ 0\ (8-anl) OOOR 19 (M) )I! I ~:PZ-11 SINpD,op MW~ t.Crnt 92.19 78.111 ...... I 94.43 Water Elevation I Note: Piezomctcr and Swnp B data not I I Catdi* asia I I I AREA A I • I B-2 I I I I MEtT POURING I AREA I ~MW-29 V 93.14 ....ciL PZ- 8 ooo, -v- 72.!k -18(M) B-22 ~ • ~ OIIOnHIBulldlAg EXCAWi. ON Orransfi a M1inlen1nc1I MAI TENANCE #32 T09FE T • B-211 OOOR ''°"''' I •• :)8loppm I #36 B-23 ' I I ~:: #38 I )I. -24 (M) : I i l I ...... I j B-16("1) )I.I A I ALPHA TERRA Catch Basin I SCIENCE MW-5~ 90.75 )I. TW-15 (M) FIGURE 15 MW~ 9z.23v- Ible: 3/4/04 Title: Groundwater Elevation on March 2, 2004 Project, SITE INVESTIGATION AT FORMER LAWRAN FOUNDRY ------~------,.... Client: PRODUCT SERVICE CORPORATION IWln, ,,. 0 TW-16 Gr.....,,Gr ... '~ Pow"ilJo'O , --z Conor11l1Floor OOOR ♦MW-31 11 CORE PREP ROOM .... GRINOING I CORE WASH LUNCH ROOM LEGEND "" X Excavation Limit Sample #24 Sample Number TW-19 e B-20 SOIL BORING )l. '/1. 1W-19(M) TEMPORARY WELL (REMOVED) IIOltER (M) Mobile Lab Analytical Resull WATER HEATER AREAB ~ HEAT ♦ i MW-30 PZ-11 SINpDrop i □ EXCAVATION AREA MW-2 19Cl'Nk ~ ♦MW-3 NR 141 MONITORINGWELL/PIEZOMETER ·- 1 VsUMP-10 SUMP INSTALLED POST-EXCAVATION A • A' CROSS SECTION LOCATION °""'* asin AREA A ,_ CanCllllefloor B-2 i 1 MEU ~ POURl OOOR B-22 ~ 5 • B' BURNHAM Po crPole AUTO SALVAGE AREAB .... EXCAVATION ... T09FEET ·~· ...... A )l. ,w.13 ALPHA TERRA BURNHAM Catch Basin SCIENCE AUTO SALVAGE )l. 1W-IS Drawing: FIGURE 16 MW-4 Date: 4/1/04 ...... Title: SAMPLE AND CROSS SECTION LOCATIONS SITE INVESTIGATION AT FORMER LAWRAN FOUNDRY ------l""' )l. lW-14 Clbot, PRODUCT SERVICE CORPORATION awrn, ,~. Burnham Auto Salvage A WEST A' • MW-33 MW-3 MW-I B-5 PZ-10 Aspha:t MW-5 B-16 TW-24 TW-17 SUMPB TW-18 Asphalt B-2 MW-2 PZ-11 EAST 0 173 100 8<32 - 5.6...• ------M <32 100 TCE <32 SAND/ MW-7 X 183 GRAVEL FILL ELECTRIC AVENUE MW-9 N 237 PCE ll50' 0 FOUNDRY SAND FILL 0 TCE426 • cis6 CV ND cis 9 CVOCND -- FOUNDRY SAND FiLL NATIVE Sl[r-- 911 B 10 .. ------MTBE2.6 PCE CLAY cis 14 CLAY CLAY 70 70 ------ cis 5 CVOCND 60 ______CVOC ND ______CVOCND 60 cis 12 50 FIMSL ~------B <0.20 ------B <0.20------MTBE 1.1 MTBE <0.50 PCE <0.50 PCE <0.50 ·~TCE <0.20 ·~TCE <0.20 ~~ ~~ W■ ter Chemiatry Borehole or Monitoring B: Benzen• WeJILoe.tlon MW-.S CALE : Horizontal l • - 24 ft ~:~g~Mt:t1~~:~~~~~; rf, scr-n.d Interval 11 Vertical 1 -=Sft PCE : T■ tr ■chloro■thene f....2 Water L•vel 3/2/04 TCE: Trichloroelhen ■ Soll Sample EAST/ WEST CROSS SECTION A-A' VC: Vinyl Chlorld• A Soll Ch•mistry All aoil ch•mlatry In ug.-11.g •xet1pt ORO (mg/kg) PCE : Tetrachloroothene Groundw•t•r chemlatry from March 2004, ug/1 CHLORINATED VOLATILE ORGANIC COMPOUNDS TCE: Triohloroeth•ne Only dttlected compound• shown ALPHA TERRA cia : Cia 1.2 Oichloroethene PVOC ND • No detect for PVOC'a .,... SCIINCI . D : 01-e1 r•ng• orgenlca cvoc ND • No detect for Chlorinated VOC'a FORMER LAWRAN FOUNDRY, MILWAUKEE, WI FIGURE 17 B: B•nz.en• - : Exct1t1da NR 140 ES or WONR NR720 velu Sec Figure M : M•thyl t Butyl Eth_, • : Exc-da aoll to groundwater RCL PRODUCT SERVICE AND MANUFACTURlNG X: Xylen .. -• JPM - MMch 11, 2004 N : N21 hth11Tent1 --GEOLOGIC CONTACT, ESTIMATED Burnham Auto Salvage A WEST A' TW-17 SUMPB D 173 , MW-33 MW-3 MW-I B-5 PZ-10 Asphalt MW-5 B-16 TW-24 TW-18 Asphalt B-2 MW-2 PZ-11 EAST 100 8<32 ------M<32 lOO SAND/ X 183 ElctttCoiduit MW-7 ELECTRIC AVENUE FOUNDRY SAND Fl L GRAVEL FlLL MW-9 N 237 B 36' D 310" FOUNDRY SAND FILL 0 D 2250 •• M <36 B <38 M 49 D2700•• B <34 X 364 PVOCN X 238 D57 M <34 N 405 -- FOUNDRY SAND FILL X 157 ...-±--'~,,.-==?~,m,:;.~;.c::::,ll_ PVOC ND CLAY CLAY CLAY 70 70 ------ PVOC ND PVOCND PYOCND 60 ro ______PVOCND ______------ PVOC ND 50 FIMSL ~------ii-::O~2O------B <0.20------MTBE 1.1 MTBE <0.50 cis <0.50 cis <0.50 PCE <0.50 PCE <0.50 TCE <0.20 TCE <0.20 ~~ ~~ Water Chemlatry Borehole or Monitoring 8: Benzer,e Well Loeetion MTBE: Methyl t Butyl Ether MW-S CALE : Horizontal 1 • - 24 ft cis: Cls 1.2 Olchloroether,e rh Sueened Interval Venical 1•- ft PCE : Tetr•chloroethene t...57 Weter Level 3.12/04 TCE: Trichloroethene Soil Sample EAST I WEST CROSS SECTION A-A' VC; Vlnyl Ch!Oride A. SoilChem~lry All aoil chemistry In uglkg except ORO (mgl1(.g) PCE : Tetrachlor~thene Groundwater chemiatry from March 2004, ug/1 PETROLEUM RELATED COMPOUNDS TCE : Trichloro111thene Only detected compounds shown ..,.., ALPHA TERRA · cie: Cia 1,2 Oichloroeth.ne PVOC NO • No detect for PVOC's FORMER LAWRAN FOUNDRY, Mn.WAUKEE. WI i=------'•:..c::..,•-=.:'c:",.:c:...:..• -----j ~; ~~~~nr:ng• orgenica cvoc NO • No detect for Chlorinated VOC'• - : Exceeds NR 140 ES or WONR NR720 valu 1------See Figure F1GURE 18 M: Methyl tButyl Ether ,. : Exceeds soil to groundWater RCL PRODUCTSERVICEANDMANUFACIURJNG -• JPM - March18,2004 ~;~~e~:!1ene --GEOLOGIC CONTACT, ESTIMATED BURNHAM APPROXIMATE AUTO Maintenance Area SALVAGE PROPERTY LINE Quonset Hut B Gravel I Grass Edge B' NORTH TW-27 MW-29 of SOUTH PCE 884 • ------.cr<26 100 cis <26 PCE 1910 • TCE<32 CREEK cis <32 (Elevation Estimated) B <0.20 __ .1,0______MJ.Sf2.L 90 CIS <0.SO ------PCE 1.6 TCE 0.72 VC <0.20 ------·10 70 - 10 ------CLAY ------RMSL SILTY SAND CLAY _w ______------~- B <0.20 MTBE 1.6 CIS <0.50 PCE<29 PCE KEY WATER CHEMISTRY in ugn (March 2004) B-ll · Borehole or Monitoring B 0.55 B: Benzene Well Location MTBE 220 - MTBE: Methyl I butyl ether SCALE : Horizontal I • = 24 ft CIS 8.2 cis: Cis 1,2 Dichloroethene ~ Screened Interval t..s? Water Level 3/2/04 TIU.: Vertical l'=Sft PCE 4.5 PCE: Tetrachloroethene TCE 2.6 TCE: Trichloroethane Soil Sample NORTH / SOUTH CROSS SECTION 8-8' VC 5.0 - VC: Vinyl Chloride CHLORINATED VOLATILE ORGANIC COMPOUNDS SOIL CHEMISTRY ALL SOIL CHEMISTRY PCE: Tetrachloroethene RESULTS IN UG/KG 1------'------_!,--,------,--t TCE<41PCE5t• TCE: Trichloroethane EXCEPT ORO IN MG/KG cis<41 cis: Cis 1,2 Dichloroethene ORO : Diesel Range Organics A Duo•• ": Exceeds NR 140 ES B<41 B: Benzene or NR 720 Value ALPHA TERRA M<41 M: Methyl tbutyl ether - FORMERLAWRAN FOUNDRY, MILWAUKEE, W1 s c I I N CI X 130 X: Xylenes •: Exceeds soil to groundwater RCL 1------"' See Figure F1GURE 19 N<41 N: Naphthalene a1o1, PRODUCT SERVICE AND MANUFACTURJNG •• JP M • March 30, 2004 --GEOLOGIC CONTACT, ESTIMATED BURNHAM AUTO APPROXIMATE SALVAGE PROPERTY LINE Maintenance Area Quonset Hut B Gravel/Grass DSB Edge B' NORTH TW-27 ~~; PZ-28 of SOUTH 0135 ,. ,~:~--su_M_P~c;--r-----~'r.:=------.... ~~ ------11r<2o--B<26 JOO X D34 B<29 M<29 X<40 N<29 !O 10 - 10 ------CLAY ------FtMSL SILTY SAND CLAY _ro ______------ro _ B <0.20 D8.5 MTBE 1.6 B<29 CIS <0.50 M<29 PCE <0.50 X<40 TCE <0.20 N<29 vc <0.20 so ------50 KEY WATER CHEMISTRY in ugA (March 2004) B 0.55 8: Benzene B-2.l Borehole or Monitor~g MTBE 220 •• MTBE: Melhil t butyl ether Well Location SCALE : Horizontal I ' = 24 ft CIS 8.2 c~ : Cis 1,2 Dichloroethene ~ Screened Interval Water Level 3/2/04 Tltlt, Vertical I'= 8 ft PCE 4.5 PCE: Tetrachloroethene t..sl TCE 2.6 TCE: Trichloroethene Soil Sample NORTH I SOUTH CROSS SECTION B-B' VC 5.0 H VC : Vinyl Chloride SOIL CHEMISTRY ALL SOIL CHEMISTRY f.-P_E_T_R_o_L_E_U_M_RE_L_A_T_ED_c_o_M_Po_UND__ s____..!,=---r------,-1 PCEst • PCE: Tetracl11oroethene RESULTS IN UG/KG TCE<41 TCE: Tnchloroethene EXCEPT ORO IN MG/KG cis<41 c~: C~ 1:;. Dichloroethene A ORO: Diesel Range Organics 8: Benzene " : Exceeds NR 140 ES or NR 720 Value ALPHA TERRA M<41~~r· M: Methyl t butyl ether '"i«<• FORMERLAWRANFOUNDRY,MILWAUKEE, WI SC 11 N c I X 130 X: X~enes • : Exceeds soil to groundwater RCL 1------~------,"' See Figure FIGURE 20 N<41 N: Naphthalene """' PRODUCTSERVICEANDMANUFACTURING -• JPM - Marchl0,2004 --GEOLOGIC CONTACT, ESTIMATED '1 ALPHA TERRA ...... SCIENCE Alpha Terra Science, Inc. 1237 S. Pilgrim Road, Plymouth, WI 53073 TEL 920/892-2444 FAX 920/892-2620 May 10, 2005 Website: www.alphaterra.net ru~©~ DW~~ E-mail: [email protected] Mr. Eric Amadi Wisconsin Department of Natural Resources lill MAY 1 3 2005 ~ 2300 N. Dr. Martin Luther King Jr. Drive P.O. Box 12436 By ~ A- Milwaukee, WI 53212 RE: Well Abandonment Forms, Former Lawran Foundry, 4700 W. Electric Avenue, West Milwaukee, Wisconsin, BRRTS # 03-41-280558, 02-41-523341, FID # 341041360 Dear Mr. Amadi: The monitoring wells and groundwater sumps have been abandoned at the site. Attached please find the completed WDNR Form 3300-5 for each well. It is my understanding the revised deed restriction with amended Figure numbers will be provided to you shortly, and that the Engineered Barrier will be installed this summer. Upon installation, documentation of the barrier will be provided, and a final site closure letter can be issued. I trust this information meets your needs. Sincerely, ·?~~ ~ Kendrick A. Ebbott, PG. Director of Remediation Services Attachments: WDNR Well Abandonment Forms Cc: Mr. Michael Westover, Product Service, 4530 W. Burnham Street, Milwaukee, WI 53219 w/ Forms Ms. Sandy Del Pizzo, Reinhart Boemer et. al., P.O. Box 2265, Waukesha, WI 53187-2265 w/ Forms f :\__penlproduct service & mfglpro-2001-01 \rcportslwell abandonment forms.doc Stale of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Resources Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300-5 and return it to the appropiate DNR office and burea u. Completion of this report is required by chs. 160, 281 ,283 , 289, 291 , 292, 293 , 295, and 299, Wis. Stats., and ch. NR 141 , Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292 , 293,295, and 299, Wis. Stats., failure to file this form may resu lt in a forteiture of between SlO and S25, 000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Common Well Name w- ___ GoY't Lot (If applicable) - 1/4 of - 1/4 of Sec.i ; T._;b_ N; R. 2..L oil E -S-~t!C-ft-A-~d-e-,s-fo-fW-cl-1 ~--,-- I-1,..-, ------Grid Location W 1--f-, 0 V WGS'1" fl:--{L~ (1 6 ____ ft. 0 N. 0 S., ------City,. Village, or Town '/ L-~,,. ----ft. □ E. □ w. . J- MI w ,w. µ.,"-' Local Grid Origin D ( estimated: D) or Well Location D II • I Lat. ____ --'---- Long ____ " S C N St. Plane ft. N. ft. E. 000 Zone 4} PUMP, LINER, SCREEN, CASING, & SRA.LING MATERIAL ------,,--r-~~------+:•~p &: Piping Removed'? 0 Yes O No Ill Not Applicable Original Construction Date ------Liner(s) Removed? 0 Yes O No Iii Not Applic&ble II Monitoring Well □ - Ifa Well Construction Report Screen Removed? 0 Yes II No~ Not Ap ·ca.ble Water Well Is available, please attach. Casing Left in Place'? 0 Yes Ill No 1.,..,,.,, v• r-11v"-, •"◄ ' 0 Borehole/ Drlllhole Wu Casing Cut Off Below Surface? Ill Yes D No Construction Type: Did Sealing Material Rise to Surface? II Yes D No fl Drilled D Driven (Sandpoint) □ Dug Q Other (Specify) ______Did Material Settle After 24 Hours? 0 Ye& II No If Y cs, W a, Hole Retoppcd? O Ya D No Formation Type: Required Method of Placing Scaling Matcria.l II Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gravity D Conductor Pipe-Pum~ /) 0 Screened & Poured l!IJ Other (Explain) {._ foW4l .fv. I Total Well Depth (ft.) / S' · / / Cuin3 Diameter (in,) - ~--- (Bentonlte Chips) · · (From groundsurf1ce) Casing Depch (ft.) S -1{ Scaling Materials For monitoring wells and Lower D.rillhole Diameter (in.) ...,.?__ _ 0 Neat Cement Grout monitoring well boreholes only Sand-Cement (Coucrctc) Grout D ■ Bentonitc Chips Wu Well Annular Space Grouted? 0 Yes Ill No D Unknown Concrete D D Gnnular Bcntcnite lfYci, To Wh.ar. Depth? # / /{) Feet 0 Clay-Sand Slurry (11 lbJ gal. wt.) 0 Bentonitc - Cement Grout 0 Bcntonitc-Sand Slurry " " Depth to Water (Feet) ?.1"1 0 Bentonlte Chips D Bentonite - Sand Slurry Mi:i. Ratio (5) Material Used To Fill Well/Drillbole From (Ft.) To {Ft.) Sac~s s!~t (Circle or Volume One) or Mud Weight Surface /~II /5 /6-5 (6) Comments: ------ ·.,,:\- -:~~,_c:~ .. : FOR DNR OR COUNTY USE ONLY ·i•':·f'>', .S!:1.;,': Sta of Wisconsin WELIJDRILLHOLE/BOREHOLEABANOONMENT Departmciit of Natural Reiourccs Form 3300-5 2/2000 Page 1 oU Notice: Please complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160,281,283,289, 291, 292,293, 295, and 299, Wis. Stats.. and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293 , 295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· D Drinking Water OWatershed/Wastcwater O Waste Management O Remcdiation!Redcvclc,pment 00thcr (1) GENERALINFORMATION (2) FAuu 1 I/ U W ,...,.1!,K 11~.l'UK.'VL\TIO.l'I Wl Unique Well No. IDNR WeU ID No. I County Facil~ c)-- _ /h dww l(e;,, ;;~l s:erv,·uv Faclllty ID I License/ Permit/Monitoring No. CommonWellName /}1W ·-A --Gov't Lot (If applicable) _ 1/4 of_ 1/◄ of Sec.1_ ; T.~ N; R. & ~ : S~tt'DeaW (6) Comments: ------Stuc of Wiscoosin WELIJDRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Ruoim:cs Form 3300-5 2/2000 Page 1 of2 Notk:e: Please complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160,281 , 283,289, 291 , 292, 293, 295, and 299, Wis. Stats., and ch . NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293 , 295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between S!O and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose, NOTE: See the instructions for more information. Route to· 0 Drinking Water OWatcrshed/Wastcwater O Waste Management O Remediation/Redevelopment Ooocr Faclllty ID Common Well ~ame .,.______/}1 1,v~ J _ __ Gov't Lot (If applicable) _ 1/4 of_ 1/4 of Sec.L ; T. ..:b,_ N; R 2.J_ ■ E -s~-ft-A-~d-c-•s-fo-f~1.,--el-l r;::::__,/ ~ -/-1.,-, ------Grid Location 0 w.,__.,.t-r_·-, ... o_v __ W_ Original Construction Date _..__ __,__ Pump & Piping Removed? 0 Yes O No (ii Not Applicable Lincr(s) Removed? O Yes O No Ill Not Applicable II Monitoring Well If a Well Construction Report Screm. Removed? O Yes Ill No O Not App~able WaterWell D ls available, please attach. Casing Left in Pl.ice? O Ycs Ill No G-u'M'.,-U,.J. 0 Borehole/ Drlllhole I Wu Casing Cut Off Below Surface? Ii) Yes O No Construction Type: Did Scaling Material Rise to Surface? fill Yes D No fl Drilled D Driven (Sandpoint) □ Dug Did Material Settle Af~ 24 Hours? Yu No 0 Other (Specify) ______D Ill If Yes, Wu Hole Rcroppcd? D Yes D No Formation Type: Required Method of Placing Scaling Material II Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gnvity D Conductor Pipe-Pum~ f) Casing Diameter (in.) __ 0 Screened & Poured I!) Other (Explain) { fol#4l .fv. I Total Well Dq,th (ft.) / t •06 :;z__ _ (Bentonlte Chips) · (From groundsurface) Casing Depth (ft.) 6. 0-6 Sealing Materials For monitoring wells and Lower Drillhole Diameter (in.) _?__ _ D Neat Cement Grout monitoring well boreholes only Sand-Cement (Concrete) Grout D ■ Bentonite Chips Wu Well Annular Space Grouted? D Yes II No D Unknown Concrete D D Granular Bentonite If Yes, To Wllar. Depth? Feet 0 Clay-Sand Slurry (11 lbJgal. "l'-1.) /l/ / S- 0 Bentonite - Cement Grout 0 Bentonitc-Sand Sluny " " Depth to Water (Feet) L(. 6 ?" 0 Bentonlte Chips D Bentonite - Sand Slurry Mix Ratio (5) Material Used To Fill Well/Drillhole From (Ft.) To {Ft.) Sac~s s:!f:nt (Circle or Volume One) or Mud Weight Surface // .0-6 (6) Comments: ------State of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Resourt:es Form 3300-5 2/2000 Page 1 of'l Notice: P lease complete Form 3300- 5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160,281 , 283,289, 291, 292,293, 295, and 299, Wis. Stats.. and ch. NR 141, W is. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293,295, and 299, Wis. Sta ts., failure to file this form may result in a forteiture of between SlO and S25, 000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other pur pose. NOTE: See the instructions for more information. Route to· D Drinking Water 0Watershed/Wastewater D Waste Maruigemcnt D Remcdiation!RedcYelc,pmcnt Ooocr (1) GENERALINFORMATION c2) FA~LITY 1 <'.5W1'~R: r.~FL>trr..r'-\Tm~ Wl Unique Well NS IDNR Well ID No. I County _ 0 Z. Q':J. /}1 i Iww l (6) Comments: ·. ., '.· -~--<· .: FORDNR OR COUNTY USE ONLY·i,,,,,: :'.-'.•,;.'' Stuc of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Rewim:es Form 3300-5 2/2000 Pagel of2 Notice: Please complete Form 3300- 5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160, 281,283, 289, 291 , 292, 293 , 295, and 299, Wis. Stats.. and ch. NR 141 , Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between SlO and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. S C N St. Plane ft. N. ft. E. 000 Zone 'Reason For Abandonment WI Unique Well No. lcJt!:ff.t~ J/?,/',,{J /,'I\ fReplacementWell ____ _ (3) WELL/DRILLHOLE/BOREHOLE TNFORMA TION 4) PUMP, LINER. SCREEN, CASING, & SRALING MATERIAL Pump & Piping Removed'? 0 Yes O No Iii Not Applicable Liner(s) Removed? D Yes O No Iii Not Applicable II Monitoring Well If a Well Construction Report Screen Removed? O Yes ■ No D, Not Appl1'ble 0 WaterWell ls available, please attach. Casing Left in Place? 0 Yes ill No (~lfd,2 D Borehole/ Drill hole I Wu Cuing Cut Off Below Surface? M Yes D No Construction Type: Did Sealing Material Rise to Surface? ■ Yes D No ■ Drilled O Driven (Sandpoint) □ Dug Q Other (Specify) ______Did Material Settle After 24 Hours? 0 Yes II No If Yes, WuHoleRetoppcd? D YesO No Formation Type: Required Method of Placing Scaling Material II Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gravity O Conductor Pipe-Pum~ /) Casing Diameter (in.) 0 Screened & Poured II) Other (Explain) ( Pow4 .fl,\ I Total Well Depth (ft.) / b· ?,L{ _:2__ _ (Bentonlte Chips) · (From grounds11Tf1ce) Casing Depth (ft.) 6-'J. lf Sealing Materials For monitoring wellJ and Lower Drillhoie Diameter (in.) _t/_·__ D Nc:&t Cement Grout monitoring well boreholes only D Sand-Cement (Concrete) Grout ■ Bentonitc Chips Wu Well Annular Space Grouted? D Yes r.l No D Unknown Concrete D 0 GTanular Bcntonitc lfYei, To Wh.atDcpth? Feet 0 C11y-S1nd Slurry (11 lbJgal. wt.) N / h D Bc:ntonitc - Cement Grout 0 Bcntonitc-Sand Slurry " " Depth to Water (Feet) ?. ~ ( D Bentonlte Chips 0 Bentonite - Sand Slurry Mix Ratio (5) Material Used To Fill Wcll/Drillholc From (Ft.) To tFt.) Sac~s s!!f:nt (Circle or Volume One) or Mud Weight Surface /( "J'f It< (6) Comments: ·<\- .,i,;a:.: .:. FOR DNR OR COUNTY USE ONLY ·.f,,.;,. :ct\,'' Sta of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Rcseurl:c:s Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300- 5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs.160, 281,283,289, 291, 292, 293, 295, and 299, Wis. Stats .. and ch. NR 141 , Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between SlO and S25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information oo this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· D Drinking Water 0Watershed/Wastewater D Waste Management D Remediation/Redevelopment Oooer St. Plane Reason For Abandonment Cit;•, State, Zip Code (c)rn U tkJ. J t#'Yf /,'f\ /hiiwwkae vv::C 5'1'111- /-£()7 4) PUMP, LINER, SCREEN, CASING, & SEALING MATERIAL Original Construction Date ...... _____ Pump & Piping Removed? 0 Yes D No Ill Not Applicable Liner(s) Removed? D Yes D No Ill Not Applicable II Monitoring Well If a Well Construction Report Screen Removed? O Yes II No D Not Appl':ble WaterWell D Is available, please attach. Casing Left in Place? D Yes II No 7fi1~V{)::J D Borehole/ Drlllhole I Wu Casing Cut Off Below Surface? Ill Yes O No Construction Type: Did Sealing Material Rise to Surface? II Yes D No ■ Drilled D Driven (Sandpoint) □ Dug Q Othcr(Spccify) ______Did Material Senle After 24 Hours? D Yes Ill No If Y cs, Wu Hole Re!Oppcd? O Yes D No Formation Type: Required Method of Placing Scaling Material Iii Unconsolidated Formation D Bedrock D Conductor Pipe,Gnvity D Conductor Pipe-Pum~ f) 0 Screened & Poured I.I Other (Explain) ( fol.AJ-4l .flA 1 Total Well Depth (ft.) ..L.L:L.P__ Casing Diameter (in.) _ •...,:2...-. __ (Bentonlte Chips) · (From groundsurf1ce) f asing Depth (ft.) 4 .0 Sealing Materials For monitoring wells and Lower Drillhole Diameter (in.) ____ 0 Neat Cement Grout monitoring well boreholes only D Sand-Cement (Concrete) Grout ■ Bentonite Chips Was Well Annular Space Grouted? D Yes II No D Unk.nown Concrete D D Granular Bcntonitc IfYei, To Wh.at Depth? Feet 0 Clay-Sand Slurry (11 lbJgal. "'1.) ,111 J/4 0 Bentonitc - Cement Grout 0 Bcn1onitc-Sand Slurry " " Depth to Water (Feet) L/. q 5" 0 Bentonlte Chips D Bentonlte - Sand Slurry Mix Ratio (5) Mati:ria! Used To Fill Well/Drillbole From (Ft.) To l'Ft.) Sac~s s!~1 (Circle or Volume One) or Mud Weight SUT!ace / 4. 0 10 l6S (6) Comments: ------ ·'.~ ... ;; . . ,s: ,.. •: .... FOR DNR OR COUNTY USE ONLY ,- 0 1~· . .:-\.>· · State of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Departmat of Natural ~es Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form JJ00-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs.160, 281,283,289, 291, 292, 29J, 295, and 299, Wis. Slats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 29J, 295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· D Drinking Water 0Watershed/Wastcwater O Waste ManAgemcnt O Remediation/Redevelopment 00thet" WI Unique Well No. DNR WeU ID No. County Q:-Z "L.:J. /)11'/wM-.I~ Common Well Name /11 _ Gov't Lot (If applicable) - 1/4 or - 1/4 of Scc._.2... ; T. ..:b_ N; R. 2l_ □Ii E .,__s4_tn:_J..,_M;_d_c_as-fo-fG-;i.---el-1 ~__,I ---~-J,..r-1' /------Grid Location W ___...., __ 11\1_(_7_ij:..-_l£.._C S C N St. Plane ft. N. ft. E. 000 Zone Reason For Abandonment WI Unique Well No. City, State, Zip Code G!"'eu~ J/lV'rt{I /,'I\. fReplacementWell_ ---- /hi/wwka'2- vv:C 5'1Q11- 1-£()7 (3) WELUDRILLHOLE/BOREHOLE INFORMATION 4) PUMP, LINER, SCREEN, CASING,&: SRALING MATERIAL Original Construction Date Pump & Piping Removed? D Yes D No Ill Not Applicable Liner(s) Removed? D Yes D No Iii Not Applicable II Monitoring Well If a Well Construction Report Sc:rem Removed? O Yes (I No Not Applic le 0 WarerWcll ls available, please attach. Casing Left in Place? D Yea II No / (6) Comments: ------Stu: of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Resources Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300- 5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160, 281 , 283,289, 291, 292,293, 295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292, 293,295, and 299, Wis. Slats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· D Drinking Water OWatershed/Wa5tcwatc:r O Waste Management O Remediation/Redevelopment Doocr St. Plane Reason For Abandonment G~ (,(,kJ- J~;,,/\ 4) PUMP, LINER, SCREEN, CASING, & SEALING MATERIAL Yes 0 No Ill Not Applicable Orlglnal Construction Date ____,_ ___ Pump & Piping Removed? □ Liner(s) Removed? Yes D No Ill Not Applicable II Monitoring Well Screen Removed? □ If a Well Construction Report Yes II No Q Not Appljcable D WatcrWcll □ Is available, please attach. Casing Left in Place? Yes i§No C~~) 0 Borehole/ Drlllhole I □ Wu Casing Cut Off Below Surface? II Yes O No , Constzuction Type: Did Scaling Material Rise to Surface? IJ YcsQ No 0 Drilled D Driven (Sandpoint) □ Dug 0 Other (Specify) ______Did Material Scnle After 24 HoUis? D Yes JD No If Y cs, Wu Hole Re topped? 0 YcsO No Formation Type: Required Method of Placing Scaling Material Iii Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gnvity D Conductor Pipc-Pum~ f) Casing Diameter (in.) __ 0 Screened & Poured II Other (Explain) L fow-4l .f1,1 [ Total Well Depth (ft.) / 1 .-'J f ;2_..,...._ (Bentonlte Chips) · (From groundsurf1ce) i-asing Dcp1h (ft.) ~-~ l Scaling Materials For monitoring wells and Lower Drillholc Diameter (in.) D Neat Cement Grout monitoring well boreholes only Sand-Cement (Concrete) Grout D ■ Bentonite Chips Wu Well Annular Space Grouted? 0 Yes Ill No O Unknown Concrete D D Gnnul11r Bcntonite lfYes,ToWh.ar.Dcplh? Feet 0 Clay-Sand Slurry (11 IbJgal. ~t.) A// /3 0 Bentonite - Cemcnr Grout 0 Bentonite-Sand Slurry " " Depth to Water (Feet) -J . I 1-. D Bentonlte Chips 0 Benton!te - Sand Slurry Mix Ratio (5) Mataial Used To Fill Well/Drillholc From (Ft.) To tFt.) Sac~s s!~t (Circle or Volume One) or Mud Weight Surface /J.] { (6) Comments: ------ .. ,,\- -,~~'.< ·.. FORDNROR COUNTYVSE ONLY 0 i,c.,,~ .;,'.\,'· Street or Route Telephone Number I:;;, '3-J .5. P>"/ r1~ /<-).. CCt ?..6) ~ ').-2, L/'-/ iv.:c S?tJ13 ciJJ.,Sy~a-'11 Sta of Wisconsin WELL/DRILLHOLE/BOREHOLEABANDONMENT DeputmcntofN:atural Rewurt:cs Form 3300-5 2/2000 Page 1 of 2 Notice: Please complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs. 160,281, 283,289, 291,292.293, 295, and 299,Wis. Stats.,and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291,292,293, 295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Blnl1£Jg;_ D Drinking Water OWaternied/Wastcwater O Waste Management D Remediation/Redevelopment Dooer (1) GENERALINFORMATION (2) FAuu1·1 / u w:, 1(1< 1.!'1.l''UK.1\'L~TI< >!'I WI Unz ueWell~ IDNRWeUlDNo. lCoonty O . 0~ /)1,'/wM.l(eµ FaciJ~;;dAf l (T" ~v,·uv Facility ID ILicense/Permit/Monitoring No. Common Well :"lame a'.IbJ-1 --Gov't Lot (If applicable) _ 1/4 of _ 1/◄ of Scc.2_ ; T. .:£_ N; R. 2J_ ~ E Sl:f:t ovcaW< Well ij::U,{J; . Grid Location W /.. °'7 GS'1"' [ I G Cit~e,orTown '/ fa.µ ft. 0 N. 0 S., ft. □ E. □ w. o.J. /11, WAA.A Local Grid Origin 0 { estimated: 0) or Well Location D Prcacnt Well Owner • • It l,fe~ Jr;ver Lat. ____' . " Long _____' . or /h/c/i.,u) tw. {.hv-lf l/4~?;~~:r s C N Street Address or Route of Owner St. Plane ft. N. ft. E. DOD Zone 4-~'30 W 8,,.._r/lhMI Sd-. Reason For Abandonment ~'I Unique Well No. Cily, State, Zip Code rnpukJ. J~ /,'I\ °'i f Replacement Well /h.:lwwkae-1 l,v..X ':/l~l{j- /{07 (3) WELUDRILLHOLE/BOREHOLE INFORMATION 4) PUMP, LINHR., SCREEN, CASING, &: SEALING MATERIAL Yes Not Applicable Original Construction Date if /1 t /o?- Pump &. Piping Removed? □ D No Ill Llner(s) Removed? Yes No Not Applicable Monitoring Well 0 Ill II Scru.n Removed? □ If a Well Construction Report Yes ■ No ~ Not Ap1'.}cable D WarerWcll □ Is available, please attach. Casing Left in Place? Yes No r(N\IOI/~ ■ ✓ , 0 Borehole/ Drlllhole I □ Wu Casing Cut Off Below Surface? II YesQNo Construction Type: Did Scaling Material Rise to Surface? YesO No 11 Drilled Driven (Sandpoint) □ Dug II □ Did Material Settle Af~ 24 Hours? O Ycsll No 0 Other (Specify) If Yes, Was Hole Retoppcd? 0 YesO No Formation Type: Required Method of Placing Scaling Material Ii) Unconsolidated Formation 0 Bedrock □ Conductor Pipe,Gnvily 0 Conductor Pipe·Pum~ 0 Screened & Poured • Other (E~plain) {. Po~ .f Tota!WcllDepth(fl.) /~. 5 f Casing Diameter (in.) ::z (Bentonlte Chips) (From ground1urf1ce) Casing Dcpch (ft.) '3.5/ Sealing Materials For monitoring well, and Lower Drillhole Diameter (in.) l? 0 Neat Cement Grout monitoring well boreholes only D Sand-Cement (Concrete) Grout I I ■ Bentonite Chips Wu Well Annulsr Space Grouted? Yes II No D Unknown D Concrete I □ I D Granular Bcntonitc If Yes, To Wltat Depth? N//9 Feet 0 Clay-Sand Slurry (11 lbJgal. w1.) I I 0 Bentonitc - Cement Grou 0 Benlonite-Sand Sluny " ti I Depth to Water (Feet) :r;;.56 0 Bentonlte Chips 0 Bentonlte - Sand Slurry No. )'arda, (Circle Mill. Ratio (5) Matc'ial Used To Fill Well/Drillhole From(Ft.) To t'Ft.) Sacks Sealsnt or Volume One) or Mud Weight /ch 6.,/Jlv.J. Ll (6) Comments: ··<\- -'ii'.>': ..: FOR DNR OR COUNTY USE ONLy ,;,,;i'>: ,:t\. '' t : :'.~½\;d1~~~':';j§%;t_;, .i:1;~,,;~\/:tfJ;(1'.t!0tmifi~~~;1) Street or Route Telephone Number c~~~~::}~~;\''.;_'-::i(':)~~::~;J;:::;~;:'~~'.:~f:~-';}~ .... ,,·.. /:).'3-J .5. P,"/ r1n, /{).. (Cf?.e> )~~-2L/t./ cf ,ly::::V.H, 1-v .:C S? tJ13' 1 State of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANOONMENT Department of Natural ~cs Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300- 5 and return it to the appropiate DNRoffice and bureau. Completion of this report is required by chs.160, 281, 283, 289, 291,292, 293,295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between SlO and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route co- D Drinking Water OWatershed/Was~wata D Waste Management D Remediation/Redevelopment 00thcr Common Well Name ..1.....:::;;._..:..i.,"-- ___ Gov't Lot (If applicable) 4 f Sec. '"1 T r N R. :21 II E 1--s~-i:•-~-d-c,-W<--We_ll_f__,u __ cd-;_ ' ------1/4 of - 1/ o --'Z.::,,. ; •...::D,__ ; - 0 w L-(7 G.S:i.-- [l ,- Grid Location 7 1..J ____ ft. 0 N. 0 S., ____ ft. □ E. □ w. City,Yillage,orlown ., l.,n,,, . J. /MI lN' MA f,..t:-"-' City, State, Zip Code /h,:/ww ~ vv.:.C '5"1~ 11- I-£ 0 7 4) PUMP, LINER. SCREEN, CASING, & SRA.LING MATERIAL Pump&:. Piping Removed? Yes No Not Applicabk Original Construction Date ---+-.;..;.;a.,,...... ,..;.;;t._ D D Ill Lincr(s) Removed? D Yes D No ■ Not Applicable II Monitoring Well If a Well Construction Report Screen Removed? D Yes ■ No O Not Applicable WarerWell D ls available, please attach. Cuing Left in Place? Ill Yes D No D Borehole/ Drlllhole I Wu Casing Cut Off Below Surface? Ill Yes D No Construction Type: Did Scaling Material Rise to Surface? ■ YcsO No ■ Drilled D Driven (Sandpoint) □ Dug 0 Other (Specify) ______Did M1.terial Settle Aftr:r 24 Hours? D Ycsll No 1f Y cs, W a, Hole Retoppcd7 D YcsO No F=ation Type: Required Method of Placing Scaling Material Ii Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gravity D Conductor Pipc·Pum~ f) D Screened & Poured M Other (Explain) {, Po~ .fiA 1 Total Well Depth (ft.) c;o .1,7 Dsing Diameter (in,) /2 (Bentonlte Chips) · (From grounds11tf1ce) Casing Depth (ft.) '15-'Tl Scaling Materials For monitoring wells and Lo.ver Drillhole Diameter (in.) _er___ _ D Neal Cement Grout monitoring well boreholes only 0 Sand-Cement (Concrete) Grout ■ Bentonite Chips Wu WeTI Annuli!' Space Grouted? 0 Yes Ill No D Uolmown Concrete 0 0 Granular Bentonite If Yea, To Wltat Depth? Feet 0 Clay-Sand Slurry (11 lbJgal. '\\'t.) l'(/l} 0 Bentonitc - Cement Grout 0 Bcntonitc-Sand Slurry " " Deplh to Wa~r (Feet) :Z /. 5 '3 D Bentonlte Chips D Bentonite - Sand Slurry Mix Ratio (5) Matr:rial Used To Fill Well/Drillbole From (Ft.) To tFt.) Sac~.s S:~t (Circle or Volume One) or Mud Weight Surface ~().'37 'J() / &.5 (6) Comments: :~' ',- .., ;:,.:.. : FORDNRORCOUNTY USE ONLY 0i•':i-»: _:,,-,,:-'• · Street or Route Telephone Number I:;, 3-J .5. P,-/ r1111 {{.). Notk:e: Plea5e complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160, 281,283, 289, 291, 292,293,295, and 299, Wis. Stats., and ch . NR 141, Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292, 293,295, and 299, Wi!. Slats., failure to file this form may result in a forteiture of between SlO and $25,000, or imprbonmenl for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· 0 Drinking Water OWatershed/Wastcwater O Waste Management D Remcdi11tion/Redcvc\opment Oooer Common Well Name ------Gov't Lot (ff applicable) 4 f Sec 'I T f N R. J l II E t--S-~tn:-ft-A-~d-c_ss_W<_W_cl-1f--'u'-cJ;-- .------_ l/4 of_ 1/ 0 • .....'2'.:::,,.; •..1!.._ ; - 0 w i.--f"?OV G.S:i,- r1 /' Grid Location 7 1...J ____ ft. 0 N. 0 S., ____ ft . □ E. □ w. City, Yillagc,orTown '/ r..,~,,. . o.J- /11, WM-~ Local Grid Origin □ (estimated : 0) or Well Location D II • Lat. ____ ---'------Long __ " St. Plane ft. N. Reaaon For Abandonment V.1 Unique Well No. City, Stare, Zip Code Grri u~ J~/,'f\ fReplacementWell_ --- _ , /h/(w,v.;raR- /N.::C 5'1~1~, {-£07 (3) WELUDRILLHOLE/BOREHOLE INFORMATION 4) PUMP, LINER.SCREEN, CASING,&SRALINGMATERIAL Original Construction Date Pump&. Piping Removed'? 0 Yes O No fll Not Applicable Liner(s) Removed? O Yes O No Ill Not Applicable II Monitoring Well If a Well Construction Report Scru.n Removed? O Yes II No O Not Applicable WarerWcll 0 ls available, please attach. Casing Left in Place? ■ Yes D No 0 Borehole / Drlllhole I Wu Cuing Cut Off Below Surface? Ill Yes D No Cons!nlCtion Type: Did Scaling Material Rise to Surface? II) Yes O No ■ Drilled D Driven (Sandpoint) □ Dug Did Material Settle Aftr:r 24 Hours? D Yes JI No 0 Other (Specify) ______If Y ca, Wu Hole Re topped? D YesO No Formation Type: Required Method of Placing Scaling Material II Unconsolidated Formation 0 Bedrock O Conductor Pipe-Gravity O Conductor Pipe-Pum~ f) D Screened & Poured l!f Other (Explain) l PoW4l .f1,1 / Total Well Depth (fl.) SO-~ 6 Cuing Diameter (in.) Q. (Bentonlte Chips) · (From groundsurface) #■sing Depth (ft.) 4~-?. 6' Sealing Materials For monitoring well, and Lower Drillholc Diameter (in.) D Neat Cement Grout monitoring well boreholes only D Sand-Cement (Concrete) Grout ■ Bcntonitc Chips Was Well Annular Space Grouted? 0 Yes I! No D Unk.nown Concrete D 0 Gnnular Bentonite IfYu,ToWh.atDepth? Feet 0 Clay-Sand Slurry (11 lbJgal. wt.) /!///) 0 Bentonite - Cement Grout 0 Bcntonitc-Sand Slurry " " Depth to Water (Feet) ;;?-;?. 0 ~ 0 Bentonlte Chips 0 Bentonite - Sand Slurry Mix Ratio (5) Matr:rial Used To Fill Wcll/Drillbolc From (Ft.) To l'Ft.) Sacfs s:!f:nt (Circle or Volume One) or Mud Weight surracc ~.')-6 (6) Comments: ------ '..,~, . .:, ~ .. :: :: FOR DNR OR COUNTY USE ONLY ,},s.;,~ "'\-': Sta of Wisconsin WELIJDRILLHOLE/BOREHOLE ABANDONMENT Department of NatUBl Rewim:es Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300-5 and returo it to the appropiate DNR office and bureau. Completion of this report is required by cbs.160, 281,283, 289, 291, 292, 293, 295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between SlO and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· □ Drinking Water OWatershed/Wastewater D Waste Management O Remcdiation!Redcvclopmcnt 00thCI' z _/':)... Faclllty ID Common Well ;'\lame ~------...._e ___ Gov't Lot (H applicable) _ 1/4 of_ 1/4 of Scc.1 ; T,..:£_ N; R. 2..1_ -□ E -S-~trc-ft_A_.IDJ!'d_e_as-fo-f~1,,--cl-l I'.'.:'.__./-- ;- 1,..-·------Grid Locattoo W L-f-,0 V V'/G)7 !J:..-/,e,(1(1 fl 6 City, Yillagc,orTown ., ____ ft. 0 N. 0 S., ____ ft . □ E. □ w. ------vn,1 . . J- /11 I w MAµ,<-' Local Grid Origin 0 S C K St. Plane ft. N. ft. E. ODO Zone Ruson For Abandonment WI Unique Well No. [c)rn utk.J. J~/,'f\ fReplacementWell ____ _ (3) WELUDRILLHOLE/BOREHOLE INFORMATION Original Construction Date Pump & Piping Removed? D Yes D No lfi Not Applicable lJncr(s) Removed? D Yes D No Iii Not Applicable II Monitoring Well If a Well Construction Report Screm Removed? D Yes UI No D Not Applicable WaterWcll D Is available, please attach. Casing Left in Place? ■ Yes D No D Borehole/ Drlllhole I Wu Casing Cut Off Below Surface? ■ YcsD No Construction Type: Did Scaling Material Rise to Surface? II YesO No ■ Drilled O Driven (Sandpoint) □ Dug Q Other (Specify) ______Did Material Scnlc After 24 Hours? D Ycalil No If Yes, Wu Hole Rctoppcd? D Ycs0No Formation Type: Required Method of Placing Sealing Material II Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gravity D Conductor Pipc-Pum~ f) Cuing Diameter (in.) __ D Screened & Poured BJ Other (Explain) ( Pol-AJ-4l .f(A. / Total Well Depth (ft.) 5(J.4~ :;2.__ _ (Bentonlte Chips) · (From groundsurface) Casing Depth (ft.) 4,;_4'3 Sealing Materials For monitoring wells and Lower Drillholc Diameter (in.) ~ D Neat Cement Grout monitoring well boreholes only Sand.Cement (CODCTCte) Grout D ■ Bcntonitc Chips Was Well AnnularSpaccGrouted? D Yes II No D Unknown Concrete D D Granular Bcntonite If Yes, To Wh.at Depth? Feet 0 Clay-Sand Slurry (11 lbJgal. wt.) /1//i} D Bcntonitc - Cement Grout 0 Bcntonite-Sand Slurry " " Depth to Water (Feet) / f •J 5 D Bentonlte Chips 0 Bentonlte - Sand Slurry Mix Ratio (5) MatE:rial Used To Fill Wcll/Drillholc From (Ft.) To lFt.) Sac~s s:!f:nt (Circle or Volume One) or Mud Weight Surface 50 '-(J 2~16S (6) Comments: ------ Due of Aband6runalt '-I /5/tJ5' .,,.:;. ..~-;. :.. ... : FOR DNR OR COUNTY USE ONL y.,),cy;i ,':\:-\ ·Y_,._·.·.·.-.\.:_::···.',·_,.·,'.·:. f,·. ,: ···'..·:::_t.'.·.••• ~ .;\J:::.~...•: ·~·~~.-.\... ·. ~~.:.• ~~f.•.,·1-;.,·.·.~-:-.;.,.·.~:.~,~.t.·-~.-:;,,,~.'.·.·f,!,~,~c·.··..··•·, , :.-::~_..' , .·. ••·.:. ~. .1!~~{~iw;:t~f; .~~,-::.f~:--::!~:.. : ,4i~.-~~,·-~-i1•:.. ·t.t1;:~:~~t~:i:t(;i,.. ·:.·, ~•.· ..·: o-:"··· ···.·.t ··.·e,:·--.··d :·.·:·:._··~ .. . . ;:. ;~ -/·;_ :f•f:;;..·: .•. '!-·~- /'<. -r..: ..- _ Stue of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Resmm:es Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160, 281,283, 289, 291, 292,293,295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292 , 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between SlO and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route ro- D Drinking Water 0Watershed/Wastcwater D Waste Management D Remcdiation!RedcYelopmcnt 00ther Common Well Name --rJv ·J. J ___ Gov't Lot (If applicable) - 1/4 of - 1/4 of Scc.1 . T .:£_ N· R. :21 ii E ~S-~t-A...,..!YJ!d_e_•f-00..,.fW,.,..,_1,-...,.ell,....r::::__.,---~- 1..,-, ------Grid Location ' . ' -- 0 W t..-r10V l,1/G$'7 ~ -£LC<[ (1 G Ci ty, Yillage, or Town . ____ ft. 0 N. 0 S., ____ ft. □ E. □ w...... ,~~~--"'!ee'""------1.,.,,. . J- /11' 1l,,v' M,,I. ,-.v-- S C K St. Plane ft. N. ft. E. ODO Zone Reason For Abandonment WI Unique Well No. Gm u~ J~;,,I\ fReplacementWell ____ _ (3) WELUDRILLHOLE/BOREHOLE INFORMATION Original Construction Date _}_1__ /______Pump & Piping Removed? 0 Yes D No Ill Not Applicable Llncr(s) Removed? 0 Yes 0 No Iii Not Applicable II Monitoring Well Screen Removed? II Yes D No O Not Applijblc D WaterWell If a Well Construction Report Is available, please attach. Casing Left in Place? 0 Yea ■ No (~ i) D Borehole/ Drlllhole I Wu Casing Cut Off Below Surface? Yes IIJ Consuuction Type: D NoC/2~1id..J Did Scaling Material Rise to Surface? ■ YcsD No D Drilled O Driven (Sandpoint) D Dug l Did Material Settle After 24 Hours? O Yea Ill No llll Other (Specify) ~&4__.(J...,r__ n __J,e _ _,,{....,o_,.... ·r;e_ .:_t___ P cA_s_·;.I~ If Yes, Wa, Hole Reioppcd? D YesO No Formation Type: Required Method of Placing Scaling Material II Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gravity D Conductor Pipc-Pum~ f) Cuing Diameter (in.) __f__ _ D Screened & Poured l!!!J Other (Explain) (, fol.AJ-4l ,ftA / Total Well Depth (ft.) i,'Jj 1 (Bentonlte Chips) · (From groundmf1ce) Casing Depth (ft.) .281 Scaling Materials For monitoring well, and Lower Drillhole Diameter (in.) ....,.... 2 __ _ D Neat Cement Grout monitoring well boreholes only D Sand-Cement (Coocrcte) Grout 3cntonitc Chips Was Well Annuli!!' Space Grouted? D Yes Ill No D Unknown 0 Concrete ■ Granular Bcntonitc If Yes, To Wh.at Depth? Feet 0 Clay-Sand Slurry (11 lbJ gal. wt.) /1//,G D Bcntonite - Cement Grout 0 Bcntonitc-Sand Slurry " " Depth to Water (Feet) &,13 D Bentonlte Chips D Benton!te - Sand Slurry Mix Ratio (5) Material Used To Fill Well/Drillhole From (Ft.) To tFt.) sacfs s!!f:nt (Circle oc Volume One) or Mud Weight (6) Comments: ------ .:;,_ \- .,i,~'.'-; -. : FOR DNR OR COUNTY USE ONLY ,>,;.'·: ~;11;~;\:j;.;Jy:i::}(;;¾~tt~i'.{:t~f.\jrfts}~Z{it~iJ.';,f i;I!!f It~ •:}:~?:lY~t;J::, ,.;:;_;·.-•:<:::\·}~tr;: /fE"'~¾,·· 1'1((l:;\tF?It+.rtit "i~ti:{?>· Sta of Wisconsin WELIJDRILLHOLE/BOREHOLE ABANDONMENT Departmait of Natural Resources Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300-S and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs. 160, 281,283,289, 291,292, 293,295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293 , 29S, and 299, Wis. Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. ~ D Drinking Water OWater;hed/Wastewatcr O Waste Management D Remcdietion!Redcvelopment OOOCT ____ ft. 0 N. 0 S., Local Grid Origin 0 { estimated: 0 ) Lat. ____ --=----" St. Plane ft. N. Rea10n For Abandonment City, State, Zip Code lc;f'l'I (,trk.J_ J~/,'f\ /hi/w,w.'(ai?, /NI S-?:;i1~- /-£()7 4) PUMP, LINER.SCREEN, CASING,&SRALINGMATERIAL Pump&: Piping Removed? Yes No Not Applicable Original Construction Date ----'"-"-....,.'--"-..-. 0 D Iii lJncr(s) Removed? D Yes D No Ill Not Applicable II Monitoring Well If a Well Construction Report Sctea,. Removed? O Yes ■ No O Not Applicable WatcrWell D Is available, please attach. Casing Left in Place? (l!I Y ca D No 0 Borehole/ Drlllhole Wu Cuing Cut OffBdow Surface? Ill Yes O No Construction Type: Did Sealing Material Rise to Surface? H YcsO No • Drilled 0 Driven (Sandpoint) □ Dug Q Other (Specify) ______Did Material Settle After 24 Hours? 0 Ye&IIJ No If Yes, Wu Hole Retopped? O YuONo Formation Type: Required Method of Placing Scaling Material Ill Unconsolidated Formation O Bedrock O Conductor Pipe-Gravity O Conductor Pipe-Pum~ f) D Screened & Poured I!! Other (Explain) ( Po~ .f1,1 / Total Well Depth (ft.) so.s y Casing Diameter (in.) 2 (Bentonlte Chips) · (From groundsurf■ ce) ◊asing Depch (ft.) I../'>· 5 L( Scaling Materials For monitoring wells and monitoring well boreholes only Lower Drillhole Diameter (in.) -~--- D Neat Cement Grout Sand-Cement (Concrete) Grout D ■ Bentonite Chips Wu Well Annular Space Grouted? Yes II No D Unknown 0 Concrete D Granular Bcntonite Feet 0 Clay-Sand Slurry (11 lbJgal. wt.) D Bentonitc - Cement Grout 0 Bentonitc-Sand Shmy " " Depth to Water (Feet) D Bentonlte Chips 0 Bentonlte - Sand Slurry Mix Ratio (5) Material Used To Fill Well/Drillbole From (Ft.) To lFt.) Sac~s s!i1:n1 (Circle or- Volume One) or Mud Weight Surface 40/t; (6) Comments: :~':.\- .,.,-._·; .. : FOR DNR OR COUNTY USE ONLY ,"':;i Notice: Please complete Form 3300-5 and return it lo the appropiate DNR office and bureau. Completion of this report is required by chs.160, 281,283,289, 291 , 292 , 293,295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293,295, and 299, Wis. Slats., failure to file this form may result in a forteiture of between S10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. ~ 0 Drinking Water 0Watcrshed/Was~water O Waste Management D Remcdiation!Redcvclopment 00thcr S C I'\ St. Plane ft. N. ft. E. ODD Zone Reason For Abandonment WI Unique Well No. City, Staie, Zip Code Gf'Yl ukJ. J~ ,,,,.. fReplacementWell ____ _ /h ,.-;w MJ kae, t,,v.::C s'1~ 1~ ~ { -{ 0 7 (3) WELUDRILLHOLE/BOREHOLE INFORMATION 4) PUMP, LINER, SCREEN, CASING, & SRA.LING MATERIAL Yes No Not Applicable Original Construction Date Pump & Piping Removed'? D D Ill Liner(s) Removed? D Yes D No Ill Not Applicable II Monitoring Well Screen Removed? If a Well Construction Report D Yes Ill No O Not Applic~le D WarerWell Is available, please attach. Casing Left in Place? D Ye■ Ill No ( ~,JUl D Borehole/ Drlllhole Wu Casing Cut Off Below Surface? II YesONo ConslIUCtion Type: Did Sealing Material Rise to Surface? (II Yes D No ■ Drilled D Driven (Sandpoint) □ Dug 0 Other (Specify) ______Did Material Settle After 24 Hours? D Ye&fll No If Yes, Wu Hole Retopped? D YcsO No Formalion 'I'ypl:: Required Method of Placing Sealing Material II Unconsolidated Formation 0 Bedrock D Conductor ?ipe-Gnvity D Conductor Pipe-Pum~ f) .:"? 0 Screened & Poured II Other (Explain) {. fol.AJ-4l .ftA I Total Well Depth (ft.) /( · fO Casing Diameter (in.) _.;;.~----- (Bentonlte Chips) · (Frmn groundsurf■ ce) Casing Depch (ft.) 6,f O Sealing Materials For monitoring wells and Lower Drillhole Diameter (in.) __.,3::.__ __ D Ne&t Cement Grout monitoring well boreholes only D Sand-Cement (Coocre~) Grout ■ Bcntonite Chips Wa.s Well Annular Space Grouted? D Yes ■ No D Unknown Concrete D D Granular Bcntonitc 0 Clay-Sand Slurry (11 lbJgal. wt.) If Yes, To Wlla!. Depth? /11/,$1 Feet D Bentonite - Cement Grout 0 Bcntonitc-Sand Slurry " " Depth to Water (Feet) f •'5 2 D Bentonlte Chips D Bentonlte - Sand Slurry Mix Ratio (5) Material Used To Fill Wcll/Drillhole From (Ft.) To l'Ft.) Sac~s s!~t (Circle Dr' Volume One) or Mud Weight Surface /{. fl) (6) Comments: ------,------ ·'.<\- d.,> :.. i FOR DNR OR COUNTY USE ONLY0 i Notice: Please complete Form 3300- 5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs.160, 281, 283 , 289, 291, 292,293, 295, and 299, Wis. Stats.. and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between SlO and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· D Drinking Water OWaternied/Wastcwater O Waste Management O Remediation/Redevelopment Oooi:r Common Well Name t!l W<3 0 --Gov't Lot (If applicable) _ l/4 of_ l/4ofScc. ...2.._; T . ..:b_ N;R.2.l_ □ii E-s?C-ft-A~-d-c-,~-oof_W__f._-11-~-,---- ~ ]...------Grid Location W t..-f'10V V'/GS7 1J:.-l,e,C (6) Comments: ------ '.'i\- .,;;:; ... : .: FOR DNR OR COUNTY -USE ONLY {i':-1•: ,:t:t.;/'· · f;~~°Jiy~<~·;L. •j}'~~}j.~J;~~:~~~~T' -~~,~~-~.::,s~i~~~itf:1~~--- :~·:;·~;~~-:)~-~-~:~}:f ··.... ,_. -~ ,.. ~.:;~_·:_;~T~~~~~~-~::~::-:;_:~~;~.;j_:, ·; .. :1 ,;· __ ·:-~➔~~f3:·~;-~~~-~t!~\\:~·. ~~~~i~>~- Sta of Wilconsin WELIJDRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Resources Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs. 160, 281,283,289, 291, 292, 293, 295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· D Drinking Water 0Wat.crshed/Wastcwater O Waste Management D Remcdietion!Redcvclopmcnt Oooer Local Grid Origin 0 S C t- St. Plane ft. N. ft. E. ODD Zone Reason For Abandonment Y.'l Unique Well No. Lorn f.ttk.J. J~ /,'I\ fReplacementWell ____ _ (3) WELUDRILLHOLE/BOREHOLE INFORMATION 4) PUMP, LINHR,SCREEN,CASING, &SRALINGMATERIAL Pump & Piping Removed? D Yes D No Ill Not Applicable 1..iner(s) Removed? D Yes D No Ill Not Applicable Ill Monitoring Well If a Well Coortructton Report ScrCGI. Removed? D Yes II No D Not Applic le D WarerWell ls avallable, please attach. Casing Lcl't in Place? D Ycs II No (f.lvY"P,,,4.LJ... D Borehole/ Drlllhole I Wu Casing Cut Off Below Surface? I] Yes D No Ccnstruction Type: Did Scaling Material Rise to Surface? B Yes D No II Drilled D Driven (Sandpoint) □ Dug Did Material Senle After 24 Hours? Yes II) No 0 Other (Specify) ______D If Yes, Was Hole Retopped? 0 Yes O No Formation Type: Required Method of Placing Sealing Material II Unconsolidated Formation 0 Bedrock O Conductor Pipe-Gnvity D Conductor Pipe·Pum~ /) D Screened & Poured II!!) Other (Explain) ( Po~ .f1,1 [ Total Well Depth (ft.) /<;'°.84 Cuing Diameter (in.) --~--- (Bentonlte Chips) · (From groundslll'f■ ce) 'f?'asing Depth (ft.) S, }-4 Sealing Matmals For monitoring well., and Lower Drillhole Diameter (in.) D Ne&t Cement Grout monitoring well boreholes only D Sand-Cement (Coocn:tc) Grout ■ Bentonitc Chips Wu Wen Annular Space Grouted? D Yea ■ No D Unknown Concrete 0 D Gt'anu]ar Bentonite lfYes, ToWltatDcpth? Feet 0 Clay-Sand Slurry (11 lbJgal. wt.) /V1iie 0 Bentonitc - Cemenr Grout 0 Bentonite-Sand Slurry " " Depth to Water (Feet) :7.f: 6 D Bentonlte Chips D Bentonlte - Sand Slurry Mix Ratio (5) Material Used To Fill Wcll/Drillbole From (Ft.) To l'Ft.) Sac~.s S~t (Circle or Volume One) or Mud Weight Surface / 5" /!, . (6) Commcnrs: ------Staie of Wisconsin WELL/DRILLHOLE/BOREHOLEABANDONMENT Department of Natural Resources Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs. 160. 281 ,283, 289, 291, 292,293, 295, and 299, Wis. Stats., and ch. NR 141 , Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292 , 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· D Drinking Water OWatershed/Wasu:water O Waste Management D Remediation/Redevelopment 00ther Common Well Name /?' Jl..y·~ ~ _ GOY't Lot (If applicable) - 1/4 of - 1/4 of Scc.i ; T._;b_ N; R. .2L II□ E ...... ,,sz:r:_trc_;_®_d~e.-,o...,,fG __ ;...,t,,cl--1 r-r:::--'u'- /- l,..r-i _,.------Grid Location W 1--.,.,..--.,...,,,,.__ V'/,_,(,,,_.1_~ __ u.:::J__ J__ 1...J______ft. N. S., 0 0 ----ft. □ E. □ w. Local Grid Origin O ( estimated: 0) or Well Location 0 Lat. ______II Long ______• I " or .,...,,...... ,...... , __ ...,,,,. __.....,__. ______S C N St. Plane ft. N. ft. E. ODD Zone Reaaon For Abandonment WI Unique Well No. Grri ukJ. J l?V'Yf ,,,I\ fReplacementWell ____ _ (3) WELL/DRILLHOLE/BOREHOLE INFORMA TlON Pump & Piping Removed? D Yes D No Ill Not Applicable Lincr(s) Removed? D Yes D No ■ Not Applicable II Monitoring Well If a Well Construction Report WaterWell Screen Removed? DO Yy:~ I NNoo □. _NNoott J,,A:;~i le 0 ls avallable, please attach. Casing Left in Place? _ C&.Jv,,o ~ D Borehole/ Drlllhole 0 Wu Casing Cut Off Below Surface? ■ Yes D No Coostruction Type: Did Sealing Material Rise to Surface? ■ Yes D No II Drilled D Driven (Sandpoint) □ Dug Did Material Settle After 24 Hours? Yes No Q Other (Specify) ______D II) If Yes, Was Hole Retoppcd? D Yes D No Formation Type: Required Method of Placing Scaling Material II Unconsolidated Formation 0 Bedrock 0 Conductor Pipe-Gravity O Conductor Pipe·Pum~ f) Casing Diameter (in.) __ D Screened & Poured II Other (Explain) ( foW4l .flA.1 Total Well ~th (ft.) /,(, . 4 f 2_..,..._ (Bentonlte Chips) · (From groundsurf1ce) Casing Depth (ft.) (2 .4( Scaling Matuials For monitoring wells and Lower Drillhole Diameter (in.) _[?'__ _ D Neat Cement Grout monitoring well boreholes only Sand-Cement (CoocTctc) Grout D ■ Bcntonitc Chips Was Well Annulsr Space Grouted? D Yes Ill No D Unknown Concrete D D Granular Bcntonitc If Yes, To Wh.ar. Depth? Feet 0 Clay-Sand Slurry (11 lbJgal. wt.) A(/4}- D Bentonitc - Cement Grout 0 Bcntonitc-Sand Slurry " " Depth to Water (Feet) L{ •q .£ 0 Bentonlte Chips D Bentonlte - Sand Slurry Mix Ratio (5) Material Used To Fill Well/Drillhole From (Ft.) To lFt.) Sac~s s!~t (Circle or Volume One) or Mud Weight surrace It.Lt (6) Comments: ------Sta of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Departme!!t of Natural Resoun:cs Form 3300-5 2/2000 Page 1 ofl Notice: Please complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by chs. 160, 281 , 283, 289, 291, 292. 293 , 295, and 299, Wis. Stats., and ch. NR 141. Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between SlO and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on th is form is not intended to be us ed for any other purpose. NOTE: See the instructions for more information. Route to" D Drinking Water OWatershed/Wastcwater D Waste Management O Remcdiation/Redcvelapment Ooocr S C r,; St. Plane ft. N. ft. E. DD D Zone Reason For Abandonment WI Unique Well No. City, State, Zip Code 0:)rn ukJ. J~ /,'to.. fReplacementWell ____ _ /h//wAAJkae vv£ '5'1211- {{07 (3) WELUDRILLHOLE/BOREHOLE INFORMATION 4) PUMP, LINER, SCREEN, CASING, & SRALINGMATERIAL Original Construction Date Pump & Piping Removed? 0 Yes O No Ill Not Applicable Lincr(s) Removed? O Yes O No Iii Not Applicable II Monitoring Well If a Well Construction Report Screai. Removed? O Yes II No D Not Applicable WarcrWell 0 is available, please attach. Casing Left in Place? II Yei O No 0 Borehole/ Drlilhole Wu Casing Cut Off Below Surface? IIJ Yes D No ConslIUCtion Type: Did Sealing Material Rise to Surface? Ill Yes D No • Drilled 0 Driven (Sandpoint) □ Dug 0 0thcr(Specify) ______Did Material Settle After 24 Hours? 0 Ye&IIJ No If Yes, Was Hole Retoppcd7 D YesO No Formation Type: Required Method of Placing Scaling Material II Unconsolidated Formation 0 Bedrock Q Conductor Pipe-Gravity D Conductor Pipe-Pum~ f) Casing Diameter (in.) _ :Z_. ___ D Screened & Poured III Other (Explain) ( fov.,-i.,A .fv. I Total Well Depth (ft.) / £· // (Bentonlte Chips) · (From groundsurf■ ce) Casing Depch (ft.) {. i / Scaling Matmals For monitoring wells and Lower Drillhole Diameter (in.) ___£ __ _ 0 Neat Cement Grout monitoring well boreholes only D Sand-Cement (Coocrctc) Grout ■ Bentonite Chips Wu WeU Annular Space Grouted? 0 Yes ■ No D Unlc.nown Concrete 0 0 Granular Bcntonitc 0 Clay-Sand Slurry (11 lbJ gal. wt.) lfYei, To Wh.atDcplh? NI J} Feet 0 Bentonitc - Cement Grout 0 Bcntonite-Sand Sluny t1 ti Depth to Water (Fcct) 9 D Bentonlte Chips 0 Bentonlte - Sand Slurry Mix Ratio (5) Material Used To Fill Well/Drillhole From (Ft.) To (Ft.) Sac~s s:!'f:n1 (Cin:le or Volume One) or Mud Weight / (6) Comme.nrs: ------Stue of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Department of Natural Ruoun:cs Form 3300-5 2/2000 Page 1 of2 Notice: Pleue complete Form 3300- 5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs.160, 281,283,289, 291, 292,293,295, and 299, Wis. Stats., and ch. NR 141 , Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293,295, and 299, Wis. Stats., failure lo file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved, Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. S C I',° St. Plane ft. N. ft. E. DOD Zone Reason For Abandonment WI Unique Well No. City, State, Zip Code Gm uJeJ. J 6'V'Ytf' 1,,1\ fReplacement Well ____ _ /ni(ww kae- t,v.:C :?1211- /-( () 7 (3) WELL'DRILLHOLE/BOREHOLE TNFORMA TION 4) PUMP, LINER, SCREEN, CASING, & SEALING MATERIAL Original Construction Date PLl!Ilp & Piping Removed? D Yes D No Ill Not Applicable Llner(s) Removed? D Yes D No Ill Not Applicable ■ Monitoring Well If a Well Construction Report Scrca,, Removed? 0 Yes ii No O Not Applinle D WaterWell ls avallable, please attach. Casing Left in Place? □ Yes Ill No crzlj1\1)~....2 0 Borehole/ Drlllhole I Wu Casing Cut Off Below Surface? llJ Yes D No Construction Type: Did Sealing Material Rise to Surface? Iii Yes D No 0 Drilled O Driven (Sandpoint) Ill Dug Did Material Settle Af~ 24 Hours? Yul!I No Q Other (Specify) ______O If Ycs, Wa, Hole Reroppcd? 0 YesO No Formation Type: Required Method of Placing Scaling Material Iii Unconsolidated Formation D Bedrock D Conductor Pipc-Gnvity D Conductor Pipc-Pum~ f) D Screened & Poured l!I Other (Explain) (, Po~ .ftA / Total Well Depth (fi.) ?.q O Casing Diameter (in.) _'-j__ _ (Bentonlte Chips) · (From groundsurf1ce) Casing Dep1h (ft.) 'J, q0 Scaling Materials For monitoring wells and Lower Drillhole Diameter (in.) /II/ k}- 0 Neat Cement Grout monitoring well boreholes only D Sand-Cement (Concrete) Grout ■ Bcntonitc Chips Was Well Annulsr Space Grouted? D Yes II No D Unknown Concrete 0 0 Granular Bcntonite If Ye1, To Wllat Depth? Feet 0 Clay-Sand Slurry (11 lbJ gal. wt.) NIiJ 0 Bent.onitc - Cement Grout 0 Bentonitc-Sand Slurry " " Depth to Water (Feet) "(;. ?'=( D Bentonlte Chips 0 Bentonite - Sand Slurry Mix Ratio (5) Matr:rial Used To Fill Wcll/Drillhole From (Ft.) To tFt.) Sac~s s!~t (Circle or Volume One) or Mud Weight Surface J:-~ (6) Comments: ------Sta of Wisconsin WELL/DRILLHOLE/BOREHOLEABANDONMENT Department of Natural Rewun:es Form 3300-5 2/2000 Page 1 oU Notice: Plea5e complete Form 3300-5 and return it to the appropiate DNR office and bureau. Completion of this report is required by cbs. 160,281,283, 289, 291,292,293, 295, and 299, Wis. Stats., and ch. NR 141 . Wis. Adm. Code. In accordance with chs. 281, 289, 291, 292, 293,295, and 299, Wi5, Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this: form is not intended to be used for any other purpose. NOTE: Sec the instructions for more information. Route to· D Drinking Water OWatershed/Wastcwatcr O Waste Management D Remcdiation!Redevclopmcnt OOOCT WI Unique Well No. DNR WeU ID No. County ,"/wwl~ S C S St Plane ft. N. ft. E_ 0 0 0 Zone Reason For Abandonment WI Unique Well No. G~ urk-J. 1~1,," fReplacementWell ____ _ (3) WELUDRILLHOLE/BOREHOLE INFORMATION Original Construction Date Q c..ch Mf ")._ OD Pump & Piping RcmO'l'cd'? D Yes D No Iii Not Applicable Liner(s) Removed? D Yes D No II Not Applicable II Monitoring Well If a Well Construction Report Screen Removed? O Yes Iii No O Not Applic~ WarerWcll D Is available, please attach. Casing Left in Place? D Y cs Ill No (~~ 0 Borehole/ Drlllhole I Wu Cuing Cut Off Below Surface? Ill Yes O No ConstnlCtion Type: Did Sealing Material Rise to Surface? (iJ Yes D No 0 Drilled D Driven (Sandpoint) II Dug 0 Other (Specify) ______Did Material Settle After 24 Hours? D Yes ■ No If Yes, Wu Hole Retoppcd? D Yes D No Formation Type: Required Method of Placing Sealing Material II Unconsolidated Formation 0 Bedrock D Conductor Pipe-Gn'l'ity D Conductor Pipe-Pum~ f) 0 Screened & Poured 1!1 Other (Explain) L Pow-4l -f~ 1 Total Well Depth (ft.) ? q~ Casing Diameter (in.) __4...... ,,- (Bentonlte Chips) · (From groundslll'f1ce) ;i~ Depth (ft.) '3.C,? Sealing Materials For monitoring wellJ and Lower Drillhole Diameter (in.) D Neat Cement Grout monitoring well boreholes only D Sand-Cement (Coocrcu:) Grout ■ Bentonite Chips Was Wen Annular Space Grouted? D Yes II No D Unknown Concrete D D Granular Bentonitc If Yea, To Wh.at Depth? Feet D Clay-Sand Slurry (11 lbJgal. wt.) NI/J D Bentonite - Cement Grout 0 Bcntonitc-Sand Slurry " " Depth to Water (Feet) /. 6 5 0 Bentonlte Chips D Bentonite - Sand Slurry Mix Ratio (5) Material Used To Fill Well/Drillhole From (Ft.) To (Ft.) Sac~s s!~t (Circle OJ' Volume One) or Mud Weight (6) Comments: Sta of Wiac:onsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT Departmc.111 of Natural Resourt:cs Form 3300-5 2/2000 Page 1 of2 Notice: Please complete Form 3300-5 and return it to the appropiate DNRoffice and bureau. Completion of this report is required by chs. 160, 281, 283, 289, 291, 292. 293 , 295, and 299, Wis. Stats., and ch. NR 141, Wis. Adm. Code. In accordance with chs. 281 , 289, 291, 292, 293,295, and 299, Wis. Stats., failure to file this form may result in a forteiture of between $10 and $25,000, or imprisonment for up to one year, depending on the program and conduct involved. Personally identifiable information on this form is not intended to be used for any other purpose. NOTE: See the instructions for more information. Route to· 0 Drinking Water 0Watershed/Wastcwater D Waste Management D Remcdiation/RedcYelopment O0thcr WI Unique Well No. DNR WeU ID No. County dwwlCo, CommooWellName J~ G ---Gov'tLot (If applicable) - 1/4 of - 1/4 of Scc.i . T ..±J_ N· R. :) / ii E ,-...,,S-~t-A..,..2!Hd~e-a,-oo..,.fW-,.-ell,-,r;___,/--1- 1,,-,------Grid Location ' . ' -- □ W t.-(70V t,-1/G S,t 11--li-W (I 0 ____ ft. 0 N. 0 S., ____ ft. □ E.. □ w. t-~--.-..,.,,.--.,,,..------Local Grid Origin D ( estimated: D) or Well Location D U • I II Lat. ____. ' ---''---- Long ____ S C N St. Plane ft. N. ft. E. ODD Zone Reason For Abandonment G~ uJd Jt?vrf l,'I\ Pump & Piping Removed? Yes No Not Applicable Original Construction Date ~ - "-":::;..;-..:.;. 0 D Ill Lincr(s) Removed? D Yes D No Ill Not Applicable ■ Monitoring Well If a Well Construction Report Scrcm Removed? O Yes i!!J No Q Not Applica WarerWell D ls available, please attach. Casing Left in Place'? Yes ■ No ( f. (6) Comments: ------ .• ,.::_. -,'.i,:;c '·: -:' FOR DNR OR COUNTY USE ONLY -'''.:+-· ,::.·,;.;· - OS t~Z!1:~rd~,;t·/{~1fb Jt .&~,,!it?s-t~WJ?!ffe-W~1iitd?;:;. ~0Crt~~0k~-2~::;1 ~·1jt;$~Vi':;Ff ':-~.;t':~<~~,~~4~ii}~~;;; -.~~ei:i~'~:t;>,.,/;:.-:}~'\};i}T?~;,J:ti:¾:< :;;J'.:_; •.2;flf~?i,jf.~;i:;ttf#1(ii;~ • State of Wisconsin\ DEPARTMENT OF NATURAL RESOURCES Southeast Region Headquarters Jim Doyle, Governor 2300 N. Dr. Martin Luther King, Jr. Drive Scott Hassett, Secretary PO Box 12436 Gloria L. Mccutcheon, Regional Director Milwaukee, Wisconsin 53212-0436 Telephone 414-263-8500 FAX 414-263-8606 December 21, 2004 TTY 414-263-8713 Mr. Michael Westover Product Service 4530 West Burnham Street Milwaukee, WI 53219 Subject: Conditional Case Closure - Product Service/Former Lawran Foundry 4700 W. Electric Avenue, West Milwaukee, WI, 53219 WDNR BRRTS #: 03-41-280558; 02-41-523341; FID #: 341041360 Dear Mr. Westover: On December 7, 2004, your request for closure of the case described above was reviewed by the Departmentof Natural Resources (Department). The Department reviews environmental remediation cases for compliance with state rules and statutes to maintain consistency in the closure of these cases. Information submitted to the Department for closure request include: soil and groundwater documents for GIS registry, draft of deed restriction for residual contaminated soil and notification letter to the Village of West Milwaukee regarding soil and groundwater contamination on the right-of-way of Electric Avenue. After careful review of the closure request, the Department has determined that the petroleum and non-petroleum contamination on the site appear to have been investigated and remediated to the extent practicable under site conditions. Your case will be closed under s. NR 726.05, Wis. Adm. Code, if the following conditions are satisfied: INSTALLATION AND MAINTENANCE PLAN OF ENGINEERED BARRIER Engineered barrier (asphalt/concrete cover or building) will have to be installed over the remaining contaminated soil at the property. The cap will need to be maintained, if it is effective in limiting surface water infiltration and providing a barrier to direct contact, in accordance with a maintenance plan requiring regular inspections. DISPOSAL OF INVESTIGATIVE WASTE The soil cuttings and other investigative wastes generated during the cleanup must be disposed of properly. MONITORING WELL ABANDONMENT The monitoring wells/sumps at the site and/or wells/sumps associated with the cleanup must be properly abandoned in compliance with ch. NR 141, Wis. Adm. Code. Documentation of well abandonment must be submitted to the Department on Form 3300-5B found at www.dnr.state.wi.us/org/water/dgw/gw/ or provided by the Department. DEED RESTRICTION FOR CONTAMINATED SOIL The Department has received the draft of your deed restriction document and is currently reviewing the draft document for completeness. We will notify you of any changes to the language of the draft. You will be responsible for incorporating any changes into the draft document and re-submitting the revised copy of the document to us for approval. Upon approval of the revised draft document, you should then record it at the Milwaukee County www.dnr.state.wi.us Quality Natural Resources Management www.wisconsin.gov Printed on Through Excellent Customer Service Recycled Paoer • Mr. Michael Westover Product Services/Former Lawran Foundry Page 2. Register of Deeds and submit a copy of the recorded document, with the recording information stamped on it, to the Department. Please be aware that if a deed restriction is recorded for the wrong property because of an inaccurate legal description that you have provided, you will be responsible for recording corrected documents at the Register of Deeds Office to correct the problem. When the above conditions have been satisfied, please submit a letter to let me know that applicable conditions have been met, and your case will be closed. Your site will be listed on the DNR Remediation and Redevelopment GIS Registry of Closed Remediation Sites. Information that was submitted with your closure request application will be included on the registry. To review the sites on the GIS Registry web page, visit http://gomapout.dnr.state.wi.us/org/at/et/geo/gwur/index.htm State Statute 101.143 requires that PECFA claimants seeking reimbursement of interest costs, submit a final reimbursement claim within 120 days after they receive a closure letter on their site. For claims not received by the PECFA Program within 120 days of the date of this letter, interest costs after 60 days of the date of this letter will not be eligible for PECFA reimbursement. Please be aware that the case may be reopened pursuant to s. NR 726.09, Wis. Adm. Code, if additional information regarding site conditions indicates that contamination on or from the site poses a threat to public health, safety, or welfare or to the environment. We appreciate your efforts to restore the environment at this site. If you have any questions regarding this letter, please contact me at (414) 263-8639. Sincerely, tr-~c;:l)'\ Eric Amadi Hydrogeologist - SER/Milwaukee Bureau for Remediation & Redevelopment c: Kendrick Ebbot-Alpha Terra Science, Inc. 1237 S. Pilgrim Rd., Plymouth, WI 53073 Don Gallo, Esq. - Reinhart Boerner et. al., P. 0. Box 514000, Milwaukee, WI 53203 SER Case File #: 03-41-280558; 02-41-523341 ,, ALPHtrERRA ~~ ©~Th -~""'!"""'I~ s , - JUL 1 4 2004 ~ July 12, 2004 Alpha Terra Science, Inc. 1237 S. Pilgrim Road, Plymouth, WI 53073 TEL 920/892-2444 FAX 920/892-2620 By [email protected] Mr. Wes Grueninger Jr. Auto Laboratory 8108 W. National Avenue Milwaukee, WI 53214 RE: Permission for Expansion of Investigation of Contaminated Soil and Groundwater at Former Lawran Foundry, 4700 W. Electric Avenue, Milwaukee, Wisconsin Dear Mr. Grueninger: Alpha Terra Science has completed an extensive soil and groundwater investigation of the former Lawran Foundry property located adjacent to a parcel that you own, Burnham Auto Salvage, in West Milwaukee, WI. In 2002 we completed excavation of contaminated soil on the Lawran property, and you were kind enough to allow vehicular access across your property. Unfortunately, not all the contaminated soil could be removed from that area, and the WDNR is requiring that additional evaluation of the extent of the remaining contaminated soil and groundwater be completed. This evaluation will require that we enter your property to install soil borings and temporary monitoring wells. The purpose of this evaluation is -to evaluate whether contamination is on your site. There will be no charge to you for completion of this work. The purchaser of the former Lawran Foundry, Product Services and Manufacturing, would like this work to proceed as soon as possible. A total of 8 soil borings to a depth of 16 feet are proposed for installation on your property. The approximate boring locations are mapped on the attached Figure A, but actual locations will be dependent on where a truck-mounted or skid steer-mounted drilling rig can be maneuvered. We will not require you to move any vehicles; the borings will be located between or adjacent to existing vehicles. The borings will be 2-inches in diameter and will be advanced using a hydraulic push sampler. The recovered soil samples will be described and select samples will be retained for laboratory analysis of select parameters. Table l summarizes the proposed soil sample depth and parameters of analysis. These compounds have all been tested in soil and groundwater on the former Lawran Foundry property. Upon termination at 16 feet, slotted 1-inch diameter Schedule 40 PVC will be installed in the borehole, and water that enters the PVC will be pumped and retained for analysis of the groundwater. The water will also be analyzed at the laboratory for the same parameters as the soil. The well pipe will be cut off flush with the ground surface, and a traffic-weight protective cover will be installed around the well. After the laboratory analytical results have been received and the results summarized for review by the WDNR, a decision will be made whether to abandon the wells or sample select wells again. Within 120 days of installation, the wells will be abandoned per state code, the flush mount covers will be removed, and the ground surface restored to the existing conditions. Upon receipt of the analytical results, you will be provided a copy of the boring location map and the test results for the borings. Mr. Wes Grueninger Page2 ,Auto Laboratory July 12, 2004 We need your permission to complete this work. Attached please find the following materials: I. Two Versions (Yes and No) of a WDNR Access Agreement: Please review, sign, and return the appropriate version 2. Envelope to Alpha Terra Science 3. WDNR Publication" Off-Site Contamination - How Does it Affect My Property?" Thanks for your help on this matter, and I look forward to hearing from you shortly. If you have any questions, please don't hesitate to call me or the WDNR project manager, Mr. Eric Amadi, at 414 263-8639. Sincerely, . c:---· ~t.,l Cl. <;kt/V} Kendrick A. Ebbott, PG. Director of Remediation Services Attachments Cc: Mr. Eric Amadi, WDNR, P.O. Box 12436, Milwaukee, WI 53212 Mr. Mike Westover, Product Service, 4530 W. Burnham Street, Milwaukee, WI 53219 TABLE I: PROPOSED SAMPLES AND ANALYSES Boring Depth (feet) Soil Analyses Groundwater Comments Analyses B-34 0-2, 2-4, 6-8 VOe, DRO, PAH, Lead voe, PAH, Lead B-35 0-2, 2-4, 6-8, voe, DRO, PAH, Lead voe, PAH, Lead 14-16 B-36 0-2, 2-4, 6-8 VOe, DRO, PAH, Lead VOC, PAH, Lead B-37 0-2, 2-4, 6-8, voe, DRO, P AH, Lead VOe, PAH, Lead Hold - only analyze if other 14-16 results warrant analysis B-38 0-2, 2-4, 6-8, voe, DRO, PAH, Lead voe, PAH, Lead Hold - only analyze if other 14-16 results warrant analysis B-39 0-2, 2-4, 6-8 VOe, DRO, PAH, Lead voe, PAH, Lead B-40 0-2, 2-4, 6-8 voe, DRO, P AH, Lead VOC, PAH, Lead Hold - only analyze if other results warrant analysis B-41 0-2, 2-4, 6-8 voe, DRO, PAH, Lead voe, PAH, Lead Hold - only analyze if other results warrant analysis TOTAL 13 4 ANALYZE TOTAL 14 4 HOLD ESOMAlED EXIB OF SOIL ABOVE MIGRATION 10 GROUNDWA:IER..... R L WELDING DOOR CORE PREP ROOM #114-6' MW-31 CVOCND 2-4' R..,,. CVOCND 6-8' CVOCND GRINOINGICOREW\Stt OFFICES (Buamert) .,,,, - -7 - - 7-. LUNCHROOM / /' /' ...... B-20(M) / // ,/'~___ ..;;, __I_~ __ E_J_G.,..._E ....-N~~""'o'."""""-===;;;;;:;=;;;;;;r--i 78-8" CVOCND I ,/ ,/ )9-4(1 LAB Excavatioo Limil Sample I / ,,, X EXCAVATION DOOR CVOCND TW-19(M) Sample Nwnber I /' // #20 AREA -,,:_ 9-10' 4-6' Sample Depth (feet below wade) CVOC!'i_D _____ ·- t/ / cis 1780 cis 1,2-dichloroellum result in ug/kg (ppb) r/ ,-/ l'CE59 Tctrachlorocthcnc result in ug'kg (ppb) □ TCE207 Trichloroethene result in ug/kg (ppb) / /,AAEAB VC459 Vinyl chloride result in ug/kg (ppb) • I ,,,,/ Volatile Compounds Not BOILER / CVOCND Cltlorinated Organic Detected MW-2 ♦ WA.TER HEATE~,,.,. HEAT ; • 13-20 SOIL BORING PZ-11 Sleep Crop ♦ loCrNk Jl 1W-19(M) IBMPORARY WEl.L (REMOVED) 40-42' {M) Mobile Lab Analytical Resull CVUCND NOTE: Relult, for cis l,20C'E NR 141 MONTIORINGWEll from Mobile Lab also present ~MW-3 OR PIEZOMETER in quality a.uurance samples - SUMP-10 e.itvoom '\J SUMP INSTALUD POST-EXCAVATION , ..... Room , / 0 C111thBasin r B-34 PROPOSED SOIL BORING AND SAMPLES 0-2'; 2-4'; 6-8' I GRAB WATER I i I i • ! B-Z J 0 I B-34 I ESTIMAlED EXIBNf / OF SOIL ABOVE 0-2'; 2-4'; 6-8' DOOR GRAB WATER MIGRA]lONffi .. 1W-18(M) GROUNDWAlER RCL 9-1(1 CVOCND 0 B-35 IH2 • AREAB [j Transfmu 0 0-2'; 2-4'; 6-8', 14-16' EXCAVAHON GRAB WATER DOOR • 8-37 109FEET B-21 I !OLD PENDING 13-34, 13-35 #36 6-8' #34 6.8' •• B-1 0-2'; 2-4'; 6-8', 14-16' CVOCND CVOCND B-23 GRAB WATER B-36 o •B-Zj SIMp O B-38 0-2'; 2-4'; 6-8' Doop GRAB WATER #38 S-T toCINk I !OLD PENDING B-35, B-36 CVOCND 0-2'; 2-4'; 6-8', 14-16' GRAB WATER JlTW-24(M) 4-6.5' cis 6 BURNHAMAUTO 6.5-T cis 7 SALVAGE PROPER1Y D-l6(M) ... ,... 9-IO'cis 12 26-28' cis 14 46' cis 12 JlTW-ll(M) .. 6-8' cis IS Ca1£h Basan ~ MW-5 4-6' Jl TW-IS(M) CVOCND 4.S-6' cis 10 MW-4 65-Tcis IS 3-S' CVOCN~ EST JED EXTENT OFSOI ABOVE MIGRAH 10 A GROUND ~R RCL ALPHA TERRA BURNHAM AUTO SCIENCE SALVAGE PROPER1Y 0 B-40. 8-39 Drawing: FIGURE A I !OLD PENDING 13-39 0 0-2'; 2-4'; 6-8' Date: GRAB WATER 06/8/04 Soilchcm - chlorinated VOC's.skf Title: PROPOSED BORINGS AND SOIL CHEMISTRY: CHLORINATED voes o Il-41 Proje;t: IIOLDPENDING 13-39 FORMER LAWRAN FOUNDRY 0-2'; 2-4'; 6-8' == GRAB WATER -·------,1" = 30' Client: PRODUCT SERVICE CORPORATION '1hi!6(: KAE ' . ACCESS PERMISSION FORM I, ______, hereby give my permission to Product Services Corporation and their environmental consultant, Alpha Terra Science, Inc., employees of the consultant, duly authorized representatives, agents and contractors, to enter upon and have access at reasonable times to the following described property, located in the Village of West Milwaukee, Milwaukee County, Wisconsin: 4901 W. Burnham Street for the following purposes: (1) To drill and maintain exploratory borings, collect soil samples and water samples, and to properly abandon exploratory borings, and (2) To gain access to areas where remedial action or investigative work is to be conducted. The permission that is granted herein shall remain in effect until December 31, 2004. If the property owner wishes to withdraw permission for continued access, the property owner shall notify Product Services or Alpha Terra Science, Inc. of that fact. If soil or water samples are collected on the property described above, a copy of the analytical results will be provided to the property owner. If groundwater monitoring wells are installed on the property described above, the property owner agrees not to damage, or interfere with the use of, any monitoring well that is installed as permitted herein, and agrees to notify third parties who have access to the property described above that monitoring wells have been installed on the property. IN WITNESS WHEREOF: Signature of Property Owner: Mr. Wes Grueninger Date (_)____ _ Mailing Address of Property Owner Telephone Number f:\_pcn'.product service & mfg·.pro-1001·01.corrcspondcncc:,acccss bumham aulo salvage.doc . - ,.. , ACCESS PERMISSION FORM I, ______, DO NOT GIVE MY PERMISSION to Product Services Corporation and their environmental consultant, Alpha Terra Science, Inc., employees of the consultant, duly authorized representatives, agents and contractors, to enter upon and have access at reasonable times to the following described property, located in the Village of West Milwaukee, Milwaukee County, Wisconsin: 4901 W. Burnham Street for the following purposes: (1) To drill and maintain exploratory borings, collect soil samples and water samples, and to properly abandon exploratory borings, and (3) To gain access to areas where remedial action or investigative work is to be conducted. The permission that is granted herein shall remain in effect until December 31, 2004. If the property owner wishes to withdraw permission for continued access, the property owner shall notify Product Services or Alpha Terra Science, Inc. of that fact. If soil or water samples are collected on the property described above, a copy of the analytical results will be provided to the property owner. If groundwater monitoring wells are installed on the property described above, the property owner agrees not to damage, or interfere with the use of, any monitoring well that is installed as permitted herein, and agrees to notify third parties who have access to the property described above that monitoring wells have been installed on the property. IN WITNESS WHEREOF: Signature of Property Owner: Mr. Wes Grueninger Date (_)____ _ Mailing Address of Property Owner Telephone Number f:\_pcn'-product service & mfg .pro-2001-0 I '.correspondcncc-..acccss bumham auto sal"agc.doc Off-Site Contamination - How Does It Affect My Property? PUB-RR-j89 Fact Sheet I 0 April 2004 Contamination of property from hazardous substances can come from two sources - either \Vhat is "Off-Site" Contamination? the contamination comes from sources on the property or it comes from sources '·off-site". For "Off-site" contamination, as described ins. persons who possess or control a property 292. lJ, Wis. Stats., means one or more hazardous impacted by off-site contamination (e.g., a substances that have migrated in groundwater, property owner), Wisconsin state law provides sediment or soil and are found on a property other liability exemptions. than the original contamination source. The term "off-source" is also used to describe this type of The statute, s. 292. lJ Wis. Stats., limits the contamination. responsibility of the person who possesses or controls the property when soil, sediment, or groundwater contamination migrates onto their property from another property. Inside This Fact Sheet Page The Wisconsin Department of Natural Resources Off-site exemption letter - when should I (DNR) provides this off-site exemption, as well • request one? 2 as liability clarifications, to those individuals affected by contamination that originated at Eligibility requirements for an off-site sources not under their control or possession. • exemption 2 These provisions are important because without them, the state's Hazardous Substance Spills • Once I have an off-site exemption - what Law, s. 292.11 , Wis. Stats. (also known as the am I exempt from? 3 Spill Law), requires those who possess or control a contaminated property to take remedial actions. • When will I get an off-site exemption letter and when will I get a general liability With an off-site exemption, however, persons clarification letter? 3 who possess or control property are not responsible for taking any action on • How to request an off-site exemption letter contamination that migrates onto their property if or liability clarification letter 4 they meet certain conditions. In addition, if . persons meet those conditions, they can - for a • What information do I need to submit for fee - request that the DNR provide them with a an off-site exemption letter? 4 letter clarifying that they are exempt from the Spill Law with respect to the substance(s) • Responsible Party requi~ements 6 migrating onto the property. • Off-site property owner responsibilities 7 This exemption encourages redevelopment of these properties, yet continues to require those • Purchase, easement or lease of source property responsible for the source of contamination to or property with off-site contamination 8 conduct the appropriate actions (e.g., removal of barrels, investigation, cleanup, etc.). Wisconsin Department of Natural Resources PO Box 7921, Madison, WI 53707 • ~ ,I Off-Site Exemption Letter - When operator, corporation, limited liability company, Should I Request One? partnership, association, municipality, interstate agency, state agency or federal agency." The off-site exemption applies to the discharge of a hazardous substance to the environment The off-site exemption requires that the person from the source property to another property, or party meet all of the statutory conditions where the released substance migrates in soil, listed below. If one or more conditions are not sediment, surface water or groundwater. • met, the DNR can still provide an applicant with a written determination that clarifies liability, Examples of situations where discharges on but does not provide the exemption. This letter source properties may migrate to neighboring is called a general liability clarification letter. properties through soil, sediment, groundwater or surface water include (but are not limited to): To receive a written determination under s. 292. 13, Wis. Stats., that confirms the off-site • spills or releases of hazardous substances liability exemption, the person requesting the from industrial practices; exemption must demonstrate the following: • leaking underground storage tanks; • discharges of hazardous substances to • a discharge from an off-site source is groundwater at waste disposal sites present on the property that the person containing solid or hazardous waste; or possesses or controls; • hazardous substances in sediment that are • the person does not possess or control the carried by water to another property (i.e. , source property; during a flood, when contaminated sediment • the person did not and does not currently is carried by water from another source onto possess or control the hazardous substance shoreline property). on the source property; and • the person did not cause the original A person may request DNR staff determine discharge of hazardous substances. whether he/she qualifies for an off-site exemption to: In addition, the person must agree to comply with the following: (I) summarize the clean-up liability status, especially for those property owners • allow reasonable access of the property to unfamiliar with Wisconsin state laws; the DNR - and any responsible party - for (2) provide comfort to property owners or the purpose of conducting environmental prospective purchasers who seek an off response actions; site exemption or liability clarification • not interfere in any actions taken to respond in writing from the DNR; and to the discharge; (3) establish the adequacy of the site • avoid actions that worsen a discharge; specific information, in case there is a • comply with any other site-specific question about who is responsible for condition the DNR deems necessary to the contamination. ensure that an adequate response action is taken; and Eligibility Requirements For An Off-Site • take actions to prevent an imminent threat to Exemption human health, safety or welfare, or to the environment due to soil contamination, Eligibility for the off-site exemption is limited to including sediment contamination, when persons who possess or control the affected required by the DNR to do so. property. A "person, " defined ins. 292.01(13), Wis. Stats., means "an individual, owner, 2 ,, "Persons" who meet the statutory criteria • actions that could be required if the DNR listed above, have the off-site liability were to issue an emergency or special order exemption, regardless of whether they have for the protection of public health, safety or an off-site letter from the DNR. welfare. Persons who do not satisfy one or more of the The person or party who possesses the property criteria necessary for the off-site exemption are impacted by off-site contamination is still eligible for general liability clarification letters required to provide immediate notification to the from the DNR. DNR under ch. NR 706, Wis. Adm. Code, and s. 292. l l (2), Wis. Stats:, regarding the presence of An example is a prospective purchaser who does a discharge of a hazardous substance, even if it not yet "possess or control" a property with off originates from a neighboring property. site contamination. In these situations, DNR will provide a site-specific determination of If the DNR has already been notified about the liability based on submitted . information and contamination source, another notification is not . may identify the additional criteria that must be necessary. met to qualify for the off-site exemption. When Will I Get An Off-Site Exemption Each situation will vary depending on the site Letter And When Will I Get A General specific information. Generally, when historical ·Liability Clarification Letter? uses and potential releases on the source property are the same as or similar to those on The DNR provides written determinations under the off-site property, the DNR requires more s. 292.13(2), Wis. Stats., to persons who own, •·. information to determine if an off-site control, lease, or otherwise possess or control exemption is warranted. property impacted .by off-site contamination. Once I Have An Off-Site Exemption - If the· applicant does not meet all of the off-site What Am I Exempt From? criteria - for example, does not yet "possess or control" the property (e:g., a prospective With respect to hazardous substances migrating purchaser)- a general liability clarification letter onto property from off-site sources, the person can be provided. The same fee appHes to each who possesses or controls the property and letter. · meets the eligibility criteria ins. 292.13, Wis. Stats., is exempt from the following Ifall the criteria ins. 292.13, Wis. Stats., are · requirements in the Spill Law: met, DNR will issue a written determination of the off-site liability exemption for persons who · • the responsibility to take necessary response possess or control affected property. actions (e.g., investigation, cleanup, etc.) to restore the environment to the extent If the criteria for the exemption are not met, practicable, and minimize the harmful · DNR will issue a general liability clarification effects of the discharge to the air, land or letter that explains the person's liability, and · water; may describe the remaining conditions under • the ability of the DNR to order preventive which the off-site liability exemption would be measures if the existing control measures are available to the applicant. found to be inadequate to prevent further discharges; · A general liability clarification letter, under s. · • . the requirement to reimburse the DNR for 292.SS(l)(d)l., Wis. Stats., can be provided upon any costs associated with the DNR request for the following situations: · responding to the contamination on the person's property; and 3 • for a lessee who does not "control" the clarification letter will be issued that may property; include the conditions under which the • for a prospective purchaser who meets all of exemption would be available to the applicant. the off-site exemption criteria ins. 292.13, Wis. Stats., except ownership of the To view the fee schedule.or current fee property; information, please check the DNR's • for an area-wide request; these requests are Remediation and Redevelopment (RR) web site made to clarify the liability of numerous. at www.dnr.state.wi.us/org/aw/rr/Services_Fees/ property owners whose properties have index.htm. The fees are also listed in ch. NR contamination that has migrated from a 749, Wis. Adm. Code. single source property, and where each property owner is not requesting or eligible What Information Do I Need To Submit for a property.:specific, off-site exemption For An Off-Site Exemption Letter? letter; or • for a situation where it has not yet been In general, the person requesting the letter must demonstrated that contamination has submit information that the DNR determines is migrated onto a property, or where any other adequate to substantiate the following: condition required for an off-site exemption • contamination exists in soil, sediment or has not been met. groundwater on the applicant's property; • contamination has migrated to the How To Request An Off-Site Exemption applicant's property from a neighboring Letter or Liability Clarification Letter property; • the applicant did not cause and does not An applicant should fill out DNR Form 4400- possess or control the discharge on the 20 l and send it with the necessary information source property; and . and fee to the appropriate DNR regional office • the applicant does not possess or control the (see pp. 9- l O for additional information).· The source property. DNR will determine whether the applicant is eligible for the off-site exemption letter or the Other information the DNR may request general liability clarification letter. includes the type and volume of hazardous substances handled, generated, or stored on the The determinations are based on site-specific applicant's property during the period of information. If the applicant is not eligible for ownership and/or length of the lease. the off-site exemption letter, a general liability This information may be contained in environmental assessments conducted on the property, or from environmental site assessments or site investigations conducted on neighboring properties. Is a Phase I and II Environmental Site Assessment (ESA) adequate to demonstrate that the contamination is migrating from off site? In most cases, standard Phase I and II environmental site assessments (ESAs) will not be adequate to demonstrate .that contamination is migrating onto the property from an off-site source. An ESA may document the presence of hazardous substances on a property, but usually 4 ' ' ,. has insufficient infonnation to exclude the However, to meet the requirement, the applicant property as the source of the contamination. must establish that the source is not located on the affected property for which the off-site Generally, the amount of necessary sampling liability exemption is being requested. information will be greater when historical uses and. potential releases on the source property are In certain cases, the applicant may also need to the same, or similar to, those on the off-site establish that the source of contamination is not property .. located on any other property that the applicant previously possessed or controlled, or currently In these instances, the type of assessment needed · possesses or controls. In other words, the to obtain a written off-site exemption from the applicant is not eligible if they are responsible DNR will be broader in scope than a standard for the source of contamination; Phase II ESA. The assessment will need to be · more in line with the type of sampling that Is the fact that the neighboring property is describes the degree and extent of contamination contaminated meet all the conditions I need and determines a contamination source, . to receive an off-site exemption letter from · performed in accordance with site investigation DNR? . requirements under ch. NR716, Wis. Adm. No, by itself, the presence of nearby Code. contamination does not establish that all the · conditions for the off-site exemption have been If reports regarding the source discharge are met. available, that will help demonstrate that the contamination is migrating from off-site. There needs to be enough information to demonstrate thatthere has been migration of the Does the DNRhave the authority to ask for hazardous substances onto a property before . more information prior to making an off-site· DNR can make a determination. Other site determination? specific information, as previously listed, is also Yes. The person who requests the off-site needed. · exemption is required to provide the DNR with sufficient information to make the Generally, DNR's determination will require that determination'. If the initial information is sampling has been done on a property to confirm . inadequate, DNR staff will request additional that a hazardous substance is actually present on data. the off-site property. For example, staff may ask the applicant to The results of such sampling are often found in provide information on the source of either a site assessment or site investigation contamination or the lack of a source on the report done for the release from the source property in question. If sufficient infonnation is property. Site investigations typically establish not received, DNRmay indicate to the applicant which properties have been impacted by the that it cannot issue an off-site letter. Lack of . contamination; adequate information is the most frequent reason for DNR's denial of an off-site In certain cases, sampling on the property for exemption. which the off-site exemption letter is requested may not be necessary if sample results from Must the source of the contamination be neighboring properties clearly imply that confirmed prior to receiving the exemption contamination has migrated onto the property in letter? question. In most cases, the person·seeking the exemption letter does not need to identify the exact location · If the off-site property is not yet affected by of the source of the off-site contamination. contamination, or it has not been demonstrated that contamination from the neighboring 5 property is impacting a property, a person is not from individual property owners in this type of eligible for the off-site exemption letter. situation. However, a liability clarification letter may be issued in some cases. What is the GIS Registry of Closed Remediation Sites and how is it related to the How can an applicant determine if the off-site liability exemption? If my property is availabl.e technical information is adequate listed on the GIS Registry, is this enough for for the off-site exemption letter? me to receive an off-site determination from An applicant should review all the information the DNR? available pertaining to the affected property and In Wisconsin, state regulations allow for some the source property. If they are unsure of what properties to be considered "closed" - i.e. when the information means, they may want to hire a the DNR determines that all appropriate competent environmental professional to review investigation and cleanup have been performed the information prior to filling out the to state standards - when there is still residual application, as well as collect any additional data soil or groundwater contamination existing on if necessary. the properties. After the application and fee are submitted, the This situation occurs when natural attenuation is DNR will review and issue a written used as the clean-up remedy. Natural determination. If the information provided is attenuation is the use of natural processes in soil inadequate, the DNR will request additional and groundwater to contain the spread and . information. reduce the amount of contamination . If there is area-wide contamination, and a The DNR has a Geographic Information System party requests a liability clarification for (GIS) Registry of Closed Remediation Sites, mulUple properties, but not specifically for a which is a database of properties that have been property the party owns, what kind of closed with residual soil or groundwater information should the party submit with the contamination. Properties with off-site request? contamination are also included on this GIS An applicant who is requesting a liability Registry. clarification letter in the case of area-wide contamination should submit any available Following the cleanup, property owners with information on the cause of the contamination off-site contamination on their properties are and any investigation and clean-up activities notified regarding inclusion on the GIS Registry undertaken. before a case is closed. · Most of this information may be available in The off-site liability exemption is related to the existing reports in DNR files related to the GIS Registry in that properties whose owners source property. This information may be in the receive these notification letters are affected by form of a site investigation report, remedial contamination from the reported source. action plan, or closure request. However, simply receiving a copy of this notification letter is not adequate information by The request should also include any available itself to substantiate that the off-site exemption maps of the area that illustrate known criteria, under s. 292.13, Wis. Stats., are met. environmental impacts to the properties in More specific information is needed. question. The DNR may then be able to provide a letter explaining the general environmental For more information on the GIS Registry and liability of the owners of properties affected by for maps and other site-specific information, area-wide contamination. The DNR may also please see http://gomapout.dnr.state.wi.us/ provide an off-site exemption letter upon request org/at/et/geo/ gwur/index.htm. 6 . . Responsible Party Requirements located off the property. A.discussion with DNR technical staff is recommended for these Who is a "Responsible Party" (RP)? sites. A "responsible party" (RP) is the person who caused the release of the hazardous substance, or · Difficult cases include those where several who possesses or controls (i.e., owns) the adjacent properties have had similar past land hazardous substance discharge. uses, such as properties with underground storage tanks (USTs), industrial operations, or · What if there is contamination presentfrom historic fill sites. on-site as well as off-site sources? All property owners are responsible for taking If contamination is detected on one property, it appropriate response actions for any hazardous can be difficult to .determine exactly where the substance discharges on their property. source of the contamination is located. However, for hazardous substances that migrate onto and affect a second property frort1 a source . What if soil, sedi.ment and/or groundwater property, cleanup is the responsibility of the impacted by off:-site contamination needs to owner of the source property or the person who · be managed on or off the property? caused the release of the hazardous substance. . The person managing, excavating, or building on the contaminated soil, sediment or The property owner affected by off-site groundwater would be required to follow all contamination would not be responsible for any applicable local, state and federal laws regarding additional investigation and clean up of any the management, placement and disposal of hazardous substances migrating onto the those materials. The off-site liability exemption property - assuming the off-site hazardous does not waive those requirements. substances can be distinguished from hazardous substances released from an on-site source, and What can the responsible party do if an assuming the property owner meets the. adjacent property owner refuses to give requirements of s. 292.13, Wis. Stats; access to allow sampling or cleanup to occur? A responsible party who has been denied access If the same type of contamination is found on to respond to the discharge of hazardous the neighboring property and the property for substances should document the attempts to gain · which the off-site exemption is requested, access. This information and a copy of an sufficient information needs to be presented to access agreement the RP attempted to use to get convince the DNR that the source is actually access to the property - that shows the proposed reasonable terms - should be sent to the DNR. The DNR will evaluate the attempts to gain access and contact the property owner who has · refused reasonable access in an effort to facilitate the clean-up process. The DNR may revoke a person's off-site liability exemption if the person denies access to an RP who wants to respond.to the discharge. The DNR could then require that person to respond to the discharge. As a last resort, the DNR can exercise its · inspection authority to gain access in order to respond to the contamination (please see the · following section for more information). 7 • J Off-Site Property Owner Generally, the DNR will require that the person Responsibilities who caused the discharge or who possesses or controls the source of the discharge to conduct What are my rights and responsibilities if my any necessary emergency actions. property is impacted by off-site contamination? Where that party or parties are not willing or If you detect contamination on your property, able to do so, the DNR may hire an you must provide immediate notification to the environmental firm to take the necessary DNR under ch. NR 706, Wis. Adm. Code, and s. emergency actions if it is a high priority site and 292.11 (2), Wis. Stats. The discharge of a if state funds are available to pay for the · hazardous substance must be reported to the emergency actions. state even if it is likely to have originated on a neighboring property. However, the DNR also has the authority to require the person whose property is impacted You are still responsible for allowing reasonable by off-site discharges in the soil or sediment to access to the responsible party and to the DNR take necessary actions to prevent an imminent to conduct environmental response actions. If threat to humans or the environment. What you fail to allow access, you may be held constitutes an "imminent" threat will be responsible for completing necessary response determined on a case-by-case basis, as outlined actions. in ch. NR 708, Wis. Adm. Code. You have the right to see the data collected from Actions may include limiting public access to your property. If you have trouble obtaining this the property; identifying, monitoring and data from the responsible party, you may contact mitigating fire, explosion and vapor hazards on the DNR to obtain the data. You also have the the property; and visually inspecting the right to negotiate a private agreei:nent with the property and installing appropriate barriers. responsible party for restoration to your property for damage resulting from remediation work. What if the person who receives the off-site The DNR is not a party to these private exemption refuses to allow access to the agreem€:nts. impacted property? . · The DNR may assist with resolving disputes You can negotiate the removal of contaminants between the affected property owner and the from your property as part of the responsible party seeking access. A person who refuses party's clean-up action. access to the responsible party or the DNR for the purpose of conducting environmental However, DNR cannot compel a responsible response actions has failed to meet an eligibility party to conduct a cleanup beyond that which requirement for the off-site liability exemption. meets state requirements, which in some cases allows for residual groundwater and soil Ultimately, if access is not granted, the contamination. exemption could be revoked. In addition, the DNR may determine that the person who refuses When would the DNR require the off~site access is exercising possession or control of the property owner to take actions to prevent an contamination migrating onto his or her imminent threat due to soil or sediment property, and could therefore be required to take contamination? . any necessary response actions. In some cases, the DNR may require that the person in possession or control of soil or sediment contamination from an off-site source take some limited actions, as outlined in s. 292.13(lm) (e), Wis. Stats. 8 ..... ·'- Purchase, Easement or Lease Of Source Property or Property With For l\ilore Information Or To Off-Site Contamination Obtain An Application Form What happens if a person with the off-site An application (form 4400-201) can exemption purchases or leases the source property? · be printed off the DNR' s web site at If the person with the off-site exemption takes http://dnr.wi.gov/org/aw/rr/ possession or control of the source property archives/pubs/4400-20 l .pdf. where the off-site contamination originated, the off-site exemption would no longer be in effect for that person. This individual, along with any other person relates to the control or release of hazardous who is responsible for the contamination, would substances with their application. · then be responsible for investigating and cleaning up the contamination from the source Is the off-site exemption or DNR letter property, in accordance with the Spill Law. transferable to the next property owner? No, the off-site exemption and letter are not If the person with the off-site exemption leases transferable between parties, such as between or has an easement for the source property, the the buyer and seller of a property. terms of the lease or easement would determine whether or not the lessee actually controlled the However, if the new owner meets the statutory hazardous substance on the source property. criteria, they would qualify for the off-site liability exemption. A new written If the affected property. is being leased, who determination from DNR would require should receive the off-site letter? information to show that the new owner did not The answer to this question depends on who cause the release of the contamination or possess · requested the letter and presented the supporting or control the source property . . information to the DNR. The property owner could request an off-site letter for property that Subsequent owners who would like an off~site is leased, and could receive the off-site letter. exemption letter will need to request a letter and pay the fee to the DNR, and will need to provide The lessee could request an off-site letter when, the information necessary for the DNR to issue by virtue of a lease agreement, the lessee is. an off-site exemption letter. · exercising possession or control over the hazardous substance discharge or restricting access to the property. · It is the DNR's preference that the property owner and lessee request an off-site letter simultaneously in order to ensure a coordinated response to all parties, especially concerning future access to the property. Each person should submit a separate application and fee for an off-site exemption letter. Applicants who lease or plan to lease a property affected by an off-site discharge should · include a copy of the lease agreement that 9 .I • • )• Department of Natural Resources Land Recycling Team For assistance with an y information about off-site exemptions or liability clarifications, please contact the RR staff member in your area. DNR NORTHERN REGION "' o;.• O The State of Wisconsin Dan Boardman (715) 365-8943 :l<:J· Department of Natural Resources Department of Natural Resources 107 Sutliff Avenue Rhinelander WI 54501 • Region Offices DNR NORTHEAST REGION Kathy Erdmann (920) 492-5798 Department of Natural Resources 1125 N Military Avenue Green Bay WI 54307 DNR SOUTH CENTRAL REGION Mike Schmoller (608) 275-3303 Department of Natural Resources 3911 Fish Hatchery Road Fitchburg, WI 53711 DNR SOUTHEAST REGION Margaret Brunette (414) 263-8557 Department of Natural Resources 2300 North Martin Luther King Drive Milwaukee, WI 53212 DNR WEST CENTRAL REGION Loren Brumberg (715) 839-3770 Department of Natural Resources 1300 Clairemont Ave. Eau Claire, WI 54 702 This document may contain some information about certain state statutes and rules but does not necessarily include all of the details found in the statutes/rules. Readers should consult the actual language of the statutes/rules to answer specific questions. The Wisconsin Department of Natural Resources provides equal opportunity in its employment, programs, services, and functions under an Affirmative Action Plan. If you have any questions, please write to Equal Opportunity Office, Department of Interior, Washington, D.C. 20240 This publication is available in alternative format upon request. Please call 608-267-3543 for more information. Printt!d on 10 Rt!cvcled - \ Amadi, Eric A From: Schmidt, James W Sent: Friday, June 11, 2004 11 :51 AM To: Amadi, Eric A Subject: RE: Assessment of Concentrations of Compounds Discharging into a Creek One other note --- I made these comments based on the assumption the creek flows to the Kinnickinnic. If, instead, it flows NE to the Menomonee River, my recommendations would change because the rive r has a different use than the KK. In a case like that, there might be more concerns, but due to the dilution available in the Menomonee River, I feel those concerns would be significantly reduced if not eliminated altogether. So it appears to me that there are no surface water issues regardless of where the creek flows. o? - 4 l- t-e o S-Sb -----Original Message----- From: Schmidt, James W O Sent: Friday, June 11 , 2004 11 :48 AM n ~ * 5Y'. I e 4 l ~ h O "} - '+ l - ~ ~3 +I To: Amadi, Eric A Subject: RE: Assessment of Concentrations of Compounds Discharging into a Creek Eric, this one is a very easy review to make. None of the well concentrations are anywhere close to the surface water quality criteria in ch . NR 105. The reason for that is that we're dealing with a creek here (tributary of the Kinnickinnic River, I presume) that is not normally used as a fishery. The use designation of the KK River is a "Limited Aquatic Life" waterbody, which we would also extend to the tributary, because downstream of this discharge it's a concrete lined channel and therefore does not naturally support a sport fish community. For the substances you've asked about in these groundwater samples, being primarily VOCs, those substances are not typically toxic to fish and other aquatic life, mostly because of their volatile nature (and therefore not very persistent). Below I'll summarize the highest groundwater result and the lowest NR 105 criterion available so you can see there's not much of an issue regarding the VOC's: Highest Monit. NR 105 Well Result Criterion Benzene 15 ug/L (MW3, 12/2/02) 97 ug/L (secondary chronic value) Ethyl benzene 0.27 ug/L (Sump C, 12/3/02) 21 ug/L (secondary chronic value) Toluene 3.2 ug/L (MW3, 12/2/02) 117 ug/L (secondary chronic value) Xylene 20 ug/L (MW33, 3/2/04) 244 mg/L (secondary human health threshold value) MTBE 250 ug/L (Sump C, 6/13/03) 49,000 ug/L (secondary chronic value) Naphthalene 1.4 ug/L (MW29, 12/18/03) 19 ug/L (secondary chronic value) Methylene chloride 0.91 ug/L (MW3, 12/2/02) 9600 ug/L (human cancer criterion) Chloroform 0.67 ug/L (PZ12, 12/2/02) 11 .2 mg/L (human cancer criterion) Chloromethane 0.38 ug/L (MW?, 12/3/02) 11 .2 mg/L (human cancer criterion) cis-1 ,2-DCE 89 ug/L (MW1, 9/6/01) 56 mg/L (human threshold criterion) trans-1 ,2-DCE 5 ug/L (MW1 , 9/6/01) 600 ug/L (secondary chronic value) PCE 31 ug/L (Sump C, 12/3/02) 1300 ug/L (human cancer criterion) TCE 27 ug/L (MW1, 12/2/02) 200 ug/L (secondary chronic value) 1, 1, 1-TCA 38 ug/L (MW1 , 9/6/01) 2000 mg/L (human threshold criterion) Vinyl chloride 28 ug/L (PZ12, 12/2/02) 37 ug/L (human cancer criterion) "Secondary values" in the above summary were calculated when criteria are not available because the minimum database requirements are not met for the different types of species that must be tested to list a criterion in NR 105. However, if limited toxicity data are available, these secondary values may be calculated and implemented under the authority of ss. NR 105.05(4) , 105.06(6), and 106.05(1 )(b) . If a substance was detected in your well sample summaries and not listed above, that means there are no criteria or secondary values available, so nothing to compare to for a surface water quality evaluation. You also supplied some data on PAHs. We don't have criteria or even secondary values for several of those compounds, but what is available is evaluated below: Highest Mon it. NR 105 Well Result Criterion Anthracene 0.96 ug/L (MW29, 3/3/04) 17 ug/L (secondary chronic value) Benzo(a)pyrene 1.2 ug/L (MW29, 3/3/04) 0.02 ug/L (secondary chronic value) - SEE BELOW 1 . __F,luoranthene 10 ug/L (MW29, 3/3/04) 2.3 ug/L (secondary chronic value) - SEE BELOW Fluorene 4.9 ug/L (MW29, 12/18/03) 3.2 ug/L (secondary chronic value) - SEE BELOW - Naphthalene 0.49 ug/L (MW29, 12/18/03) 19 ug/L (secondary chronic value) Phenanthrene 8.3 ug/L (MW29, 12/18/03) 3.4 ug/L (secondary chronic value) - SEE BELOW Pyrene 8.8 ug/L (MW29, 3/3/04) 7.8 ug/L (secondary chronic value) - SEE BELOW A number of the PAH values at MW29 exceeded calculated secondary chronic values. These may be potential water quality concerns. However, MW29 is a distance from the creek. Other wells and sampling sites located downgradient of MW29 on the way to the creek, including Sump B, MW2, and PZ11, show much lower concentrations of these PAHs, if they were even detectable at all. In my opinion, I'm not seeing a big concern over those PAHs in terms of the impacts on surface water quality. Being in one of the excavation areas according to the map you sent me, I don't have the concerns over those compounds that a simple comparison of numbers might indicate. That's my reaction to all of these data you sent me, that overall I don't see a water quality concern here. If you have any questions, please get back to me. --- Jim -----Original Message----- From: Amadi, Eric A Sent: Tuesday, June 08, 2004 3:31 PM To: Schmidt, James W Subject: Assessment of Concentrations of Compounds Discharging into a Creek Hi Jim, I work in the R&R program, SER - Milwaukee. I have a site in West Milwaukee and the analytical results from this site indicate some NR 140 exceedances being discharged into the nearby Creek. I have sent some figures and tables to you today (via inter office mail), showing concentrations of compounds that are going into the Creek. Please evaluate the concentrations and let me know if the levels would be harmful to aqautic life and the environment. Thanks. Eric (414) 263-8639 2 SCIENCE Alpha Terra Sc ience, Inc. April 9, 2004 1237 S. Pilgrim Road, Plymouth, WI 53073 "••::------T:.:E.;.L 9~20/892-2444 FAX 920/892-2620 ·w· ~-\ [ ~,-,' p 1·1 , : . i'. · .- ~ [email protected] I' ... It , I;- ' :: I - ·:· I ' : I Mr. Eric Amadi Wisconsin Department of Natural Resources AP R ! ~ c,U4 J 2300 N. Dr. Martin Luther King Jr. Drive P.O. Box 12436 By Milwaukee, WI 53212 RE: Requested Additional Information, GIS Packet and Deed Information, Engineered Barrier Maintenance Plan, Former Lawran Foundry, 4700 W. Electric Avenue, West Milwaukee, Wisconsin, BRRTS # 03-41-280558, FID # 341041360 Dear Mr. Amadi: Per your request, attached are the GIS information, draft Deed Restriction, and information regarding the engineered barrier. The GIS filing fee of $450 is also attached. I had hoped you could review the· report and request these materials h -your closure response letter, but apparently you prefer this work be completed up front. The sooner the WDNR can review the closure request, the better. The lender for the project wants some assurance from the WDNR that the environmental concerns are not significant, and the project is essentially on hold pending a response from the WDNR. If I can provide any additional information that would help speed up your review, please feel free to contact me. Thank you for your prompt attention to this submittal. Sincerely, Kendrick A. Ebbott, PG. Director of Remediation Services Attachment: GIS Packet, Draft Deed Restriction, Engineered Barrier Plan dated April 9, 2004 Cc: Mr. Michael Westover, Product Service, 4530 W Burnham Street, Milwaukee, WI 53219 w/ Attachment Mr. Don Gallo, Reinhart Boerner et. al., P.O. Box 514000, Milwaukee, WI 53203-3400 w/Attachment f: ._pen -product service & mfg pro-2001 -0 1' •rcports·· gis and deed rcslriction covcr!cm:r.doc Attachment B GIS Registry Information for Soil and Groundwater Copy of most recent Deed Certified Survey Map County Parcel Identification Number(# 473-1017) Legal Description (on Deed and Survey Map) Geographic Position (WTM coordinates 685152, 283787) Responsible Party Statement Copy of a Letter sent to the Village of West Milwaukee Notifying them of Contamination in Right of Way (w/out attachments) Figure 1: Site Location and Local Topography Figure 2: Site Layout and Adjacent Property Uses Figure 3: Sample and Cross Section Locations Figure 4: Geologic Cross Section A-A' With Chlorinated VOCs Figure 5: Geologic Cross Section A-A' With Petroleum VOCs Figure 6: Geologic Cross Section B-B' with Chlorinated VOCs Figure 7: Geologic Cross Section B-B' With Petroleum VOCs Figure 8: Groundwater Elevations t-.:1arch 2, 2004 Figure 9: Soil Chemistry: Lead Figure 10: Soil Chemistry Remaining In Place: PAH Compounds Figure 11: Soil Chemistry Chlorinated VOCs Figure 12: Soil Chemistry Remaining In Place: Petroleum Compounds Figure 13: Groundwater Chemistry Results, March 2, 2004 Figure 14: Proposed Engineered Barrier Table 1: Water Level Data Table 2: Soil Chemistry Results Table 3: Groundwater Chemistry Results STA TE BAR OF WISCONSIN FORM I - 1998 Document Number WARRANTY DEED This Deed, made between Lawran Foundry Company of Wisconsin, Inc. Grantor, and ~ Product S.~rv:i.ce & Nanufacturing * Grantor, for a valuable co11S1deratlon, conveys and warrants tr> Grantee the following described real estate in Milwaukee County,"State ofWisco11Sin (the "Property"): Lot 2, except the North 401 feet in Block 2, in Assessor's Plat No. 294, in the Southeast 1/4 of Section 2, in Town 6 North, Range 21 East, in the Village of West Milwaukee, County of Milwaukee, State of Wisconsin. * Corp., Inc., a Wisconsin corporation, Grantee. Recording Area Name and Return Address Raymond Rausch Rausch, Sturm, Israel & Hornik, S.C. 1233 North Mayfair Road Milwaukee, WI 53226 473-1017 ~tification Number (PIN) This is not homestead property. (is) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property is good, indefeasible in fe~ simple and free and clear of encumbrances except municipal and zoning ordinances and agreements entered under them, recorded building and use restrictions and covenants, and general taxes, assessments, utility bills, water and sewer service charges, and recorded casements for the distribution of utility and municipal services and will warrant and defend the same. . ,t:11 Dated this~ day of December, 2001. LAWRAN FOUNDRY COMl>ANY OF WISCONSIN, INC. * * Thomas E. Wochlke, President * AUTHENTICATION ACKNOWLEDGMENT Signature of Thomas E. Wochlkc STATE OF ______) ) ss. ______County ) Personally came before me this ____ day of the above named LE: MEMBER STATE BAR OF WISCONSIN (Ifnot.______to me known to be the person( s) who executed the foregoing authorized by §706.06. Wis. Stats.) instrument and acknowledged the same. THIS INSTRUMENT WAS DRAFrED BY John R. Maynard. Esa. * Notarv Public. State of ______My Commission is permanent. (Ifnot. state eXPiration date: (Signatures may be authcnlicatcd or acknowledged. Both are not necessary.) ------~------.) • Names of persons signing in any Cilpacity must be tyµcd or printed below.their signature. Infomation Professionals Co., fond du Lac, WI ' STATE BAR OF WISCONSIN 800-655-2021 WARRANTY DEED FORM No. 1- 1998 Document Number DEED RESTRICTION Declaration of Restrictions In Re: The north 232' of the south 259.80' of Lot 2 Block 2 in assessor's plat No 294, the south 10' is subject to an easement to the City of West Allis, in SE¼ Section 2, T6N, R21E in the Village of West Milwaukee, 685152, 283 787 ST A TE OF WISCONSIN ) ) ss COUNTY OF Milwaukee) Recordin Area WHEREAS, Product Service and Manufacturing, Inc. is the owner Mr. Michael Westover of the above-described property. Product Service and Manufacturing, Inc. 4530 W. Burnham Street Milwaukee, WI 53219 WHEREAS, one or more chlorinated volatile organic compound (CVOC), lead, diesel range organics (DRO), petroleum, and 473-1017 polynuclear aromatic hydrocarbon (PAH) discharges have Parcel Identification Number occurred on this property, and-as of December 2003, when soil samples were collected on this property, DRO, petroleum, CVOC, lead, and PAR-contaminated soil remained on this property at the following locations: Lead: Beneath western portion of building and southern parking area (Figure 9) DRO and PAH compounds: Various locations across property (Figure 10) CYOC compounds: Northeast property by W. Electric Avenue, beneath building and outside northwest comer of the building, and far southwest comer of property (Figure 11) WHEREAS, it is the desire and intention of the property owner to impose on the property restrictions which will make it unnecessary to conduct further soil remediation activities on the property at the present time. NOW THEREFORE, the owner hereby declares that all of the property described above is held and shall be held, conveyed or encumbered, leased, rented, used, occupied and improved subject to the following limitation and restrictions: The paved surfaces and the building foundation that existed on the above-described property on the date that this restriction was signed fonn a barrier that must be maintained in order to prevent direct contact with residual soil contamination that might other.vise pose a threat to human health. These structures are also required in order to prevent minimize the infiltration of 'vvater and prevent additional groundwater contamination that would violate the groundwater quality standards in ch. NR 140, Wis. Adm. Code. The paved surfaces and the building foundation shall be maintained on the above-described property in the locations sho'vvn on the attached map, labeled "Proposed Engineered Barrier" unless another barrier, with an infiltration rate of 10-7 cm/sec or less, is installed and maintained in their place. The existing structures, and any replacement barrier with an infiltration rate of 10-7 cm/sec or less, shall be maintained on the above-described property in compliance with the "Installation and Maintenance Plan'' in Attachment I of the Closure Request Packet dated April 9, 2004, that was submitted to the Wisconsin Department of Natural Resources by Product Service and Manufacturing, Inc., as required by section NR 724.13(2), Wis. Adm. Code ( 1999). In addition. the following activities are prohibited on any portion of the above-described property described where an impervious cap has been placed or where impervious surfaces exist (see attached map "Proposed Engineered Barrier'', unless prior \Vritten approval has been obtained from the Wisconsin Department of Natural Resources of its successor or assign: (1) Excavating or grading of the land surface; (2) Filling on capped areas and areas with impervious surfaces; (3) Plowing for agricultural cultivation; and (4) Constmction or installation of a building or other stmcture \Vith a foundation that would sit on or be placed ,vithin the cap or impervious surface. This restriction is hereby declared to be a covenant running with the land and shall be fully binding upon all persons acquiring the above-described property whether by descent, devise, purchase or otherwise. This restriction inures to the benefit ofand is enforceable by the Wisconsin Department of Natural Resources, its successors or assigns. The Department, its successors or assigns, may initiate proceedings at law or in equity against any person or persons who violate or are proposing to violate this covenant, to prevent the proposed violation or to recover damages for such violation. Any person who is or becomes owner of the property described above may request that the Wisconsin Department of Natural Resources or its successor issue a determination that one or more of the restrictions set forth in this covenant is no longer required. Upon the receipt of such a request, the Wisconsin Department of Natural Resources shall determine whether or not the restrictions contained herein can be extinguished. If the Department determines that the restrictions can be extinguished, an affidavit, attached to a copy of the Department's written determination, may be recorded by the property owner or other interested pai;ty to give notice that this deed restriction, or portions qf this deed restriction, .are no longer binding. By signing this document, ______asserts that he or she is duly authorized to sign this document on behalf of Product Service and Manufacturing, Inc.. · IN WITNESS WHEREOF, the owner of the property has executed this Declaration of Restrictions, this ___ day of ______, 20 Signature: ______ Printed Name: ------ Subscribed and sworn to before me this ___ day of _____, 20 _. Notary Public, State of ______My commission ______ This document was drafted by the Wisconsin Department of Natural Resources. f:\_pen\product service & mfg\pro-2001-01\reports\dccd restrict with engineered barrier.doc INSTALLATION AND MAINTENANCE PLAN Former Lawran Foundry 4700 W. Electric Avenue Milwaukee, WI BRRTS # 03-41-280558 April 9, 2004 Engineered Barrier Design and Installation The engineered barrier was designed to prevent the migration of precipitation through the residual contaminated soil. In addition, it eliminates the potential for ingestion or inhalation of contaminants by eliminating direct contact with the soil. The engineered barrier location is shown on Figure 14 and covers virtually the entire 1.3-acre property. Much of the barrier (approximately 70 percent) consists of the concrete floor of the existing building. The remainder consists of asphalt and concrete. Prior to barrier installation, the surface cover over much of the residual contaminated area was broken asphalt or hard-packed gravel from the 2002 remedial excavation. The engineered barri_er will be installed upon receipt of conditional closure from t~e WDNR and completion of well abandonment activities. The barrier will be installed by licensed contractors and will be constructed with generally accepted practices and procedures for installation of bitumen and concrete surfaces. Details regarding construction and photographs of the site before and after placement of the engineered barrier will be provided to the WDNR upon installation of the barrier. Engineered Barrier Maintenance Plan The engineered barrier will require maintenance. Annual inspection of the integrity of the barrier will be performed by the property owner, and notes maintained on the attached inspection form. The inspection form will be retained on site and be readily available for review ifrequested. Repairs will be promptly performed if any significant cracks are detected that would jeopardize the ability of the barrier to minimize direct or indirect exposure pathways. Repairs may include use of sealants, fill materials, patching, resurfacing, replacement, or other methods. ANNUAL INSPECTION OF ENGINEERED BARRIER Former Lawran Foundry 4700 W. Electric Avenue West Milwaukee, WI FID#34104l360 DATE: ______Person Performing Inspection: ______ Area Inspected Surface Cover General Photos? Comments Material Condition* (Yes I No) Northeast of Asphalt Excellent Building by Electric Good Avenue Fair Poor East of Building by Concrete Excellent Electric Avenue Good Fair Poor South of Building Asphalt Excellent in Parking Lot/ Good Driveway Fair Poor West of Buildings Asphalt Excellent to Property Line Good Fair Poor 800 Sq Ft Area Asphalt Excellent Northwest of Good Building Fair Poor Interior of Building, Concrete Excellent Quonset Hut Good Fair Poor Interior of Building, Concrete Excellent Main Shop Good Fair Poor Interior of Building, Concrete Excellent Office Area Good Fair Poor Interior of Building, Concrete Excellent Loading Docks by Good Electric Avenue Fair Poor * Excellent: No cracks or pitting Good: A few surface cracks less than 1/16" wide, no cracks that extent through material Fair Several cracks less than 1/16", no cracks that extend through material Poor Many cracks up to 1/8", cracks likely extend through material NOTE: Materials classified as fair or poor must be repaired. Documentation of repair (date, method, quantity of materials used, etc.) and reinspection must be completed a record retained for future reference. J-..l------======--====-===---=====□ Plat ~o-~00/ ______• PLAT OF SURVEY yfrbt \ of- a or: PROPERTY oF LA W.OAN £Ollt:&2RY cOdt½?AAX' 47(20 w ELECZ:RAL->~-....4~0...... o~1/lL .....:v.◄____'E ______1 SC4LE-·l''=4o' /N.L.IN_r!:_Pr:.S.c. ¾I.SEC: 2 TG~!?-_;:2:.._IE__:_:___. ------rlr-\___ LiS7 __ W. svgNNAM ~ S7/c7GG7 PIPE /5. LINE Or ST. -1 ------~------8750 /J/94700 I I I-S7""0QY C"O.I\/C.!?E7"E I ''} i, 8! CK •1U/ /-Sro/:?Y C"O/',./C.!?E'Tc ll'l / ~950 8/0CK BU/LO/NG I ---..i""::l 178 .5?85 ~..\ Y;Q, 0~ Wr, H. A. STEJ:-,;11 \l;E:"\ ,\ 1:. J . ..;TFJ'.'IIM,I'~ h.-rrh, rrrtih tl1QI ,.,. bu,r •11n·e",J 1hr pror,rrt) dr•cril-cd at-,.,~ uc:cordi111t to ,,ffirial ncurJ~, and 1liat tl,r plat ut-o.-c, Jrn,.·11 ,. ·1 corrr.-1 rt·rrr~rntation STEINHAGEN & STEINHAGEN of ,uiJ •un·r,·. REGISTERED CIVIL ENGINEERS '.\lihnrnlt.c,~, Wi, .. ../,4Nt/,4R Y.3; ...... l't60 MILWAUKEE. WISCONSIN ,.c--:,_. r '~-.,.__.. f"\ , , l A... , ___.,✓- ~ C . . II ' .. ,,. ,., . . •..I. •... . ----· . •"'"""-c:"I- _., )'.,A...A-.J .• (\ D======-==-======-=-====----=-=--====-===n Scale 1 : 1,439 eJease read tm: __cigc:u _Q1.(!Jl!a1ion for more information. AWTM coordinates: 685152, 283787 Base Map USGS Milwaukee 7 .5' Topographic Map, 1971 Title: SITE LOCATION AND ~, LOCAL TOPOGRAPHY ALPHA TERRA 5 1 Project:SITE INVESTIGATION, FORMER LA WRAN FOUNDRY C ~ o~G N~ E FIGURE I 1------SCALE:l : 24,000 1 1 Client: PRODUCT SERVICE & MFG, WEST MILWAUKEE, WI ,oPA·WN=--ccsY,---,!(-_-A--E-----,-\-..,...DA--:cTE-,-S-e-pt_7_,_2_0_0_1 __ POLCO METAL ..... z FINISHING MW-J:? (4703 W. ~ onV-21, ELECTRIC) FORMER .,. . LAWRAN FOUNDRY "'0 BUILDING (4711 W. ELECTRIC) THEGUTfER COMPANY (Paved Parking Lot) -1'.lLMW-ll -y- #II FORMER LAWRAN FOUNDRY (4700W. ELECTRIC) ,a.OFFICES ...... ) l I . 1-: Ci I ,: N L> l X [:.xca\·alilV'I L1m11 Sample #24 Sample Numbt.-r 1 e H-20 SOIL UORJNG • TW•l'J(M) lT:\IPORAR\'\VEll,(REM0\1]1) (M) !\.1olnl~ l.ali ,\na1~1ical Result ... ,.. ~ ~ ~ l'l.-11 SlNpO,oe, MW.JO -~IW-l IOU•- ...... _.lJL ~R 141 l\lO~TIORINGWELL/PIF.ZO'.\II-'ffR VM\\'-J V SUMP• ID Sl.'MP 11'.~TAllHJ l'(lST-l'XC·\\'.·\nON ('~hll...111 •.. , l ! 1 T\\'.:?7 ---1'.llL y •.111,_ MW-:?<1 #] ~ •1 :. uA PZ-:!8 cxx111 ' ' ' ' •IW-111 n-22 ' ' BURNHAM :~:'•' SUMP\!L.._"_c~------' ,u' AUTO SALVAGE ' ' • ' ' r. \ lr.n,r,. :f : ; (Grass I Gravel, . \ II? [I.[ : l)OOR • 1 Abundant Scrap U-. 1 ' ' !i •• ' ' ~]h Automobiles) "- iw.11 "' U-V ' ' rn ' ' •u-2, S1"p : I ... .,,D~ ' ' ' ' ' ' .. IW-24 ,,_ ' ' ' ' ' ' (1ITY WEST a,.-.: .. JW-13 ¼LLIS 41D (Creek) M\\'-S J"tl ALPHA TERRA ~ 4 '"'f'" SCIENCE ~ ··~~, 'nn: FIGURE 2 _'•_·.,· __4105/04 ____ _j _. ·-··-···. ····-···---··--··------BURNHAM ~-j- •N" SITE LAYOUT AND ADJACENT PROPERTY USES AUTO SALVAGE ~ :'.-;)~::: (Grass I Gravel, ~ SITE REMEDIATION, FORMER LAVvRAN FOUNDRY 00 ·•• ••• --- •• -·--··-·-···-··-··-···--·-········- - -·-· ---- ·· ' ._1°= ~ o.Y _ Abundant Scrap ""' ::.c:: PRODUCT SERVICE CORPORATION Automobiles) ~ 1?11 X 1211 X ..... z EXC/\V/\llON 10 IOFEET v-.f.lOING X 11.l •JW-7 MW-11 DOO'I' A 2-4• s.2 Prm ~ 6-8'8.SPJ1111 "' #7 -OfFICfS L'-"C> LAB I, F Ci E N I:> I n-20• ~ X Excavation Limit Sample #24 Sample Number TW-1'1 1 4-6' Sample Depth . II PP" Lead Concentration ml_1J\:g (ppm) Bold Tnl ntttdl NR no lndtfflrial RC.l, • e 8-20 SOIL DORING &nllER MIER HEATER AAE.A.8 ~ e TW-l'J(Ml TEMPORARY WEI-'- (Rf MOVED) HFAI (Ml Mobile Lah AnaJyttcal Result ~ MW-JO .LJL PZ-11 ~1W-2 •c-• 2-1' 30JlJ1111 -·""" 3' 34 ppm 4-6' 9.8 ppm □ EXCAVATION AREA ...... ~ NR 141 MONffORINGWEl.J.IPIEZOMfffER .__...... ~MW-l V SlJMP-10 SUMPINSTAI.LEDPOST-EXC'AVATION ... ------1,,~. (&ch &o;,n --·-.... ,_ • 8-2 2' 85 ppm - r.'fllM/\lH> EX'rnNT OF LEAi> .... /\!JOVE DIRECf CONTACT RCL · P01.•m«1 .. ~ . ~ MW-:?9 "°V2-4'48ppm 6-8' 30ppm ,lW·IM• n-12 3-4' 2811 ppm 7-8' 13 ppm ~------~ EXC/\V/\llON • T09 FEEr lnmfurma R-1 e DOOR ~•'1 J' J,810 ppb n-,i ' . ' •• 3-4' 2.4 p fl6 -~ 1114 . 7-8' 17 Pl •H • B-2~ Jj! 260 ppm 3-4' 300 ppm 7-8' II ppm 7-lf 160 ppm • lW-24 3-4' 6.7 ppm 7-8'8.9ppm ...... B-16 ■ ~ ·• lW-IJ ALPHA TERRA Catchl!Min SCIENCE ~ MW-5 • lW-0 FIGURES MW-4 Pl-JO 1/30/04 MW-I~ 3' IUPJ1111 •,., I;t:e: SOIL CHEMISTRY: LEAD ~IW-J SITE INVESTIGATION AT FORMER LA'ARAN FOUNDRY 1':~,;;. ~'i , , ~ lW-14 n,,.,, PRODUCT SERVICE CORPORATION 1'Jft "' - KAE. . .. I MW-JJ • ------~-----~------·------~------·---·--·------·- ----·-~------·--·------·- _.->, ' 1-3' 183 ppm , , 7-9' 270 ppm U-13' 9.7 ppm MW-9 1-l' OR02700 ..... z AREAA EXCAVAllON TO 10 FEET #14 4-6' DROIO'ilO Xnap 1.91 •IW-7 #114-ft' II~ I? DROil~ 1.lflONl) i.Pu~ SUMP-A COREPREPAOOM ~W-11 2-4' 6-8' IJR041 OR048 Rd"l.09 PAIIOK 1114-6' DRO9260 RaA 7,74 Phml.49 ,_O,:l'IUS LUNCHROOM I, F <, 1-: N L> X #20 fxcava1inn Umic Sample and Number n-20• 4-6' S11mplc l>epth 8-'1 l>RO 10 DROii~ I>ROre!lllh in prm(IJOIDindic.al"1 NR nocxcecdancc). ND. Noc lktccted RaA 7.74 Urn1.0 (a) Anlhracene result in mg/kg (ppm) 11·12'DROND lW-1" i RaP J.91 J\en7.0 (a) Pyrcne result in m!,Vl;g (ppm) • ,I Bhl-' 16.~ lknro(b) flCM"anlhenc results m mgl\.g (ppm I , I l>ib,\ O.~ l>ihtwn (a.h) anth,cccnc mulls in mwk,g (ppm) ldrnP l.91 ldl"nu ( 121..cd) pyrmc results in mg/kg (ppm) 80l£R WllERHf:ATIA ..... ~ Pbm 1.90 Phc-nanthrenc result, in mjll'L.~ (ppm) 1 N • ll-20 SOil.BORING • 'JV,'-IY TEMPORARY WELL (REMOVF.O) -.. ,..... □ EXCAVATION ~REA 1-----+------\-1 ~ NR 141 MONnllR\NOWELL/PIEZOMSTER • ~ MW-3 D-2 V SIIMP-10 SUMPINSTAl.l.[l>POST-EXC'AV,\TION lW-17 2-1' "'" OR01l5 "'""""...... &P0.531 MW-29 2-4' 6-W ~ ORO RO OROIIO BIPC.61 RaPU7 Bhfo"C.-47 DibAO...;os •TW-IN ldt-nPl.11 411-~ ldr!tPl4.l~------~ AREA II ._22 • DROU FXCAVAHON PAIIOK 0.,-, ..... "'.. • B•l2D , ----· U-21 PAIIOK . · . e 8-ZJ ::: f~ F'""1]7 S.?5 •· ... "l>RONI> """"'-- H - '" PAIIOK DAOlff e lW-24 i fl.If,. A a TW-IJ ALPHA TERRA Cachf\;a,'illl SCIENCE a TW-U FIGURE 10 PZ-10 3/2/04 MW-I# •11-5 r":, Soil Chemistry - Remaining-In-Place PAH Compounds ------·-·----·---··- --· ------· ---- ··•·------MV.'-J MW-1.l SITE INVESTIGATION AT FORMER LA\i\RAN FOUNDRY ~ _-i£,-=,.~~$~;iY~.'. ~ 1'1 e lW-« ...... KAE 1-l' ,-, DIUIU-'KOl?J PAIIOK llaPJ.67 11-11' BhfU0 I>RO2J I DihA0S12 PAIi OK ,Ii~ x" \ ~ ... '-<:is5ll ..... z ESH MATED EXIE OF SOIi. ABOVE MIGRAllON Hl ll'Z:O•li,'! GROUNDWAlloR R ·t, Cl!-1 l7k0 'IC.1~207 VC459 -.... V£LDNG #144-6' §1\\'·8 C'\'OC'NI> X #139 DOOR •IW-7 CVOCND X ~'~ . X y SUMP-Ap CORf.flffEPRCX>M #114-(,' #44' MW-.11 C.:VOCNO ,.... #? 4_,,, . 'OC NU I._. CVOCNO CVOCND 6-8' CVOCND ,...... ,OfflC(S B-20(MI "''°"""'" 711-k' l,ECiEN I:> rvorNo J•J-41.r lM X Ew.cavatinn I .imit Sample ('\'OC'NO Til/.l'l(M) #20 Sample Numhcr 9-Hr Sample l>epth (feel below (IJ"llde) • cvcx:Nn i CIS l7H0 CH 1.2--dichlomcthme resuh 1n ug/1,.g (ppb) f I -·Pc.1~~9 Tetrachlomcthcne result in ug/kg (pph) AAEAB TCl~:?07 Trichlnructhcnc rauh in u!'/kg (ppb) I I VC4W Vinyl chlundc rcsuh in ug/kg (ppb) • i 80ILfR cvcx· ND C,1lonna1ed Volatile 0-garuc C'ompuunds Not DelectcJ 1,,1HFR HEATEII .... e 1~20 son. BORING MW-2 """ MW.JO ~ Pl•II 2-4' e TW-19(MI TFMPORARY WF.Ll. IREMOVFO) 40-42' ..rn~~(J,, {M} Mohlc I.ab Analytical Result CVlX' ND C'VlX'.NU EXCAVATION AREA Nm1:: Rnulcslorris 1.21X"F. - from Mobile Lab al!IC> JJRMftl □ NR 141 MONITORING WELL inqualitylSIUranct'llllll('its UR PIEZOMETER ~MW-1 -- V SUMP-IO SUMP tNSTALu-:n POST-EXCAVATION --- • I 24' 11-l ! ' .,,.re.,~ 884 r r<1illJIO 17'i-2C1 \ CVCX'NO AREAC .... POIJR!NG EXCAVAllON AAEA FROM 4 TO 10 ff ET _.dl..MW-29 ES"llMATED EXlliNT V 2-4• / OF SOI I, ABOVE Pt"E.... 77 MIGRAllON TI> • PC..1!_~,~ / IW•1"(M) GROlJNDWAffR RCL 'HO' CV!X"ND 8-22 • #126-8' AREAB n,'(X"ND EXCAVAllON -· T09FEET • -°'"""'• 11-21 ESllMA'rnD EXmNT ·• #]66-8" niMr •• J\-1 C"V(X'ND X CV(X'NU OF SOI I. ABOVE . 8-23 DIRECT CON'IACI" RCL •B-ll ,_, #1K \.7' CVCX"Nl) -·~· e 1W-24(M) 4-65'cish 6S-1asl IJ-16(M) 9-Hfc,s 12 26--2M'cis 14 46'as 12 ~ . • lW•ll(M) • .... ;:;_1~\ asl~ ALPHA TERRA: C11ch8a51n SCIENCE M\\'·S 4-6' e "IW-ll(Ml CV(X'ND Lr:r.i.i;: FIGURE 11 ESTIMAlH> l:X'll\NT MW-4 :;~:: :~ OFSOII.ABOVE , g!X.Nt~ . l,;!e: MIGRAllON'IO ~ .--#·-. rz-10 03/2/04 GR~lJ~.'._lWA'.1\'.{ RCL_,:_, /' . . ~\~"NU , ' MW-I ll-~ (M) SOIL CHEMISTRY: CHLORINATED voes • :.~·1°· \ MW-J \ .... Pl"r.1.HO 1CE-426 SITE INVESTIGATION AT FORMER LAVvRAN FOUNDRY \ "IW•l4(M I 7-11' ~::er.,.: • I ,ull.. PRODUCT SERVICE CORPORATION PC"EI MW-32 / !\Mer Pole I 11 [I 0)] Mm: 16 os12DCf= -:lJ:-,0 SUMP-A r1Cf: ..O~ H •tl;.i(J TC£ o GRINDNG/COREW'.SH OFFICES 11D Storm Sc,,r,c1 (Basemar<) • I I --Po,.n Pob I I I '-(Gr.a LEG EN[:> I I IW-l'ltM) I I I B o~•p BenLene . ALL UNIU 1111/L • ,1111 p•r 1i11lho11 I Mll!f 1.i'O"" MTBE MMhwl Tel1 B11tv1 Ether •: £1~1, NR 140 PAL ll-20(M)• I I I osl.2DC£.82" ti!. 1.2 DCE 01thloroethene .. : E1cud1 NR 14G ES I I PCE. 45• PCE Tetia~hlo1nett1ene rz-11"1- fl -1):lO I I Tl.E 20" TC£· lrichln,oeH1u11 I • I MIU£ •'.0,0 I \IC: so- vc Vinyl Chk,lllde I OS 1,10CP. <0:'."a." I • 11-20 f"CE <.O'JII SOIi.BORiNG lCE. •:OJO BOLER ~ VC •0]0 \!\ATER HEATER 1 ■ TW,l9IM) TEMPORARY WEI.I. (REMOVl:U) HEAT 1 ~ lrocaleslNlylllpe,famai~ rroble lab ~)2 's ...o;.'O :~ AREAB ~~JO EXCAVA:nON LIMITOCTOIIER 2002 1 MT(l= 15" ,.... ,' ~~j~~.E 091 i:wsl'J[Y..£ q:150 , per-_ -tl50 f'CE.-0!11 NR 141 MONITORING WELL/ Plf.ZOMf-:TER I TCE Olil" ""TCl. •O.'O,. , , vc ore- u .. b~TIMAIUJ EXTEN r OF OROIJNIJWATl'R .l Ballroom ABOVE NR 14U ENFORCEMENT SlANIJAl 0-11,tMI ~ i • • lW-D(Ml ALPHfTERRA: '-'•chR.ism SCIENCE Brn{l\'IL\1\1 MW-4 ~1-~;,5~ ~'O n ,1, Mil.If- 1~• AUIO SALVAGt; Ml!lf II~ • lW-l~(M) U5 1.71)..f· ~~ t'a;.r,g: ns 1.:.-!0.:J. • ..0':.,(l f'fl- ,t)~ l\:f•tl'.,(I FIGURE 13 TU -<020 lt.L .. O?O \/'(': '<021.l 3/22/04 ::tle: GROUNDWATER CHEMISTRY - voes March 2 & 3, 2004 -·-- -·-·-----···- ... --•·------····--·----- ·---·---·----·----- Cl'.er:~: ~~-,-&. ,,., d~' ri.::osl.20C.E'd>50 ··,\/ .,~, ~~ \IC c020 -,, '•, .i.,,· llRO7.l PVOC "Nll " 2k ,1 . t,· X llH.O212:flO l'\."O(' NI> MW-9 M:?4)\ ,k' 1-l' UMO12~ X URO2700 \YI. ·ltl2 "IMHIJS'> -z TW- 10";,-6' IJl,t.0 26 #1 -1~' PVIX~ ND W'.L OING UMOlc,qQ d 2 ~4· · GRINDING/ CORE 'N'St1 DRO 57 (>fFICES , ...... I'll ) I. I•: 4-(,' Samfllc l)qith (fa.1 ~ow ~de) 7 M•M' IIETX N il (M) m«) II~ l)RO TC'll.lh in mg/kg (HOI J> indiaitcs NR 720 Cl!.Ctl:dancc) !1 -11 ()RO ltl l'VOC' ND X:YI. 9760 Xy lcm:s ,ec;ult in.uJ,lll,,:g (IKH.0 1ndi-.;ates NR 720 c,cct•.,fa.nce) 11 - 12'DK0 ..: 4.111'\'0(' NfJ ■ RJl lkr11.cne 1csuh in ug/kg (HOID indic.a tC!lo NR 720 c"cc«lancc l T 41. E 45, ti.ITnt ·: 65 T Toluene. E Ethylbcrv.mc, M"llW~ Mcthyhcrt llu1yl Ether (uw'\;g) TMII 100 TMU ~um of 1,2,4 and 1,J,5 Tnmcthylbcn,.('ncs (uttJkK) MW-2 ~ flOll[ R PV( X· ND Pctmlwm \.blalilc O.ttanic Compounds Nu: lklech.ld W'I ER tlfATCR MW-JO ...dt... l llcAt NOT E lfcompounJ nut l,stt.·d, there was no clc1 c:ct1on 2-'1' ~ ~ l'/.- 11 UK0126 40 .12· l'VOC ND 4-'1' DH.0 ◄ !">-'0 (M} MOIJILF. I.AH ANAI .YS IS ■ H-20 SOIL UORING e lW-1'> TEMPORARY WEI.I. (REMOVl~l) C-atc hl!M,n EX("AVATION AKEA □ "'"'' NR 141 MONITORI NG WEI .L or Plf.ZOMlil'ER ~ MW-3 • '\J SUMP- 10 SUMP INST/\1.1 .f-.D l'OST-EXC"AV/\TION n., r 1:~•:1I MA!'l:I> l '. X l'l ·NT ( IF Sf )ll. •~ I .-\ l!OVI' Hl'Sll lllAL Cl lN·t,\~IIN,\N·t I.F\'FI.S •• s l·:XL'I.UIJINt j l lRlJ j TW-27 2-1' ,t-(1' f'OJ~•NG"'" mm IJ~ ORO 4·1 AREA C AHL' P\ 'CX ' ND ~-.i,,--::=',j EXCAVAllON --L>..- MW-2Q 17 'i -20" FROM 4 TO IO FEET V 2-4' (,-K' l>KO 14 (1-M' l>RO MO ONO 110 l'vtX: Nil ...o... :~;:" l)H:0224 XY I. l 'il :XYI. 1.1 0 1Mll47 T 7b, Thill 59 TM, TMll 41 • tJ-12(" V l)KO41 lW-lll(M) XYL UIII 48-'iO' Q. J('f XY l. 'J2 T K6, '!MR 77 ()KO 8 ~ l'V(X.. NU T'2 H-12 • • ll-11 •■ H-1 IJ-D ■ 'IW-H(Ml 4-<, ~- l'\'lX. ND 6 '- -7 l'VIX" NI> 11 - lhlM) () 1/Y lll·TX Nil 2(, :!: k' IIE rx ND 4CI' Hl ·.'J'X Nil • ■ 'fW,11('1) ALPHA TERRA b-K' IIFTX.. Nil S C"~IEN CE ' 4(,' e lW- l ~(/1.f) l•\'{)(._' ND 4 ~-h' IIE'I .'< NI> MW-4 b':',-7 IIET:X Nil :r,.. .r ,: FIGURE 12 ) -"' PVO("NU ~ 1'7 •IO ~ 10-1,· 3/30/04 ~ MW- I~ 11 -~(MI e 1M - 11t MW-J Soil Chemistry - Remaining-In-Place ui::rx NI> 4 -6' ',"'"'" II lb Petroleum Compounds XV I. 3M 1 E45 ...dt... , T 1'18 1 ~ ' TMB11 4 SITE INVESTIGATION AT FORMER LA\/1,RAN FOUNDRY J ~.l.!!. ""' 1"=:,cf~~ Ciier.t: MW-JJ PRODUCT SERVICE CORPORATION JPM 1- 1' DROl7J ', XYI. IRJ T%. Th1U 176 7-'1 11 -1l' l>NO 2L~ l>KII 21 XYI. 1~7 X't'I. ~O~ I' 9 M, TMII !1 ,1 T ..- )0, TMB 1'120 ..... z CUNCIU:TI INSIIJI . Ill /ILIJIN(i :ooTl'RINT CONCRJ·:IE '14 •IW-7 ~ MW-JI #II CUNCl(l:TI·: INSIDI -: Bl .1 11 .IJIN(i FOOll'R INT ,_,OH,CES l "( lNCRJ -: TI-: w, Trees I Grass · ~ ) I . 1-: <.__; 1--: N I) t±' ' X Fxcavation Limit Sample #24 Sample Number e IJ -20 SOIi. HOKINCi • • "IW- l'JtM) TEMl'ORI\RY Wl'.LI . (REf\.1OVl'.D) .. ,,. ~ (M) Mob1lt; I.ab Analytical Result ~ MW-JO l'R< ll'OSl·:J l L< )Ci\TION rn : _.LlL l'Z- 11 1-:N(ilNJTRl:l) llARRIJ-:R ANI l ~lW-2 M,\ I ['.RIAi. or CONSTR lKTION Trees N R 141 MONITORINGWl:1.1 ./ l'IEZOMl:" I ER ~ MW-] V SUMl'- 10 SUMP INSTAI.LEI> 1-C)ST-EXCAV/\"l"ION • ll-1 I I·: INSll CONCl( I-: ll ·: ASl'I IAI .I" ( ll JTS II JF ll llll .lllNli l·UUTl'RINT lll.ll l.lJIN ~ MW-29 •"IW-IK 8-21 • l r1111SflWma DOOR 11-1 • '\I'' 1~11 lt1(, •• • TW -17 B-2.l CON "R l·:TI·: INS IDE lt.17 •1 \ -l .\ llllll lllN(i FOO l" l'RINT • lW-14 Trees ,\SI'/ L\1 ./" Ol lTS I/ JI: lll/11.IJINCi 1-:xci-:I' I" All.Ii\( "l'.N I 10 l·.I.H'Tl! IC ,\Vl'.Nl ii"' IJ..11, 8 • ,w.u ALPHA TERRA: C1JchBasm SC"~I E N CE • 1w.i, r,;,,,, FIGURE 14 MW-4 l'Z-10 4/05/04 PROPOSED ENGINEERED BARRIER ~ \l,' .J SITE REMEDIATION, FORMER LAv\RAN FOUNDRY ~ 1W- I PRODUCT SERVICE CORPORATION MW -l.l • Eng bamer Oost.Se Recpest R~.skf _L:._ MW-JZ ·y ' l.l ~h 8 N 28 X ~ ' M2'J #24 _LlL MW-JI v •l.; .I:( CORE . ACX.)M # II I ,: N I :> ' ,r- l)OOA H-W(M) ■ TW-1'.l{Ml T POKi\RY Wl '. 1.1.(KEMOVl: I>) • (Ml tol>, le I.ab Arwl yt1cal Re'\uh -l UXCA ATION AREA ·1w11J(M) ,) ,I D I , f ~ MW-J ~: __ J SUMP A rz-11 V ~tW~ <),: 1•1 7S 111 ·~· 9-l •l.l W i1 ll'f Ul-..all 11f1 - Nole Pic1.omdCJ and Sump ll da1a noc uSt: • EXCAV llON FROM 4 10 10 FEET ...c... ~1W-N V •H H W-18(M) 11-22 • EXCAVA lON WJJt.NN«:l m T09 FEI T • ,~ 211 ft.\11) . .,. IIH a 'I -24(M) A i • TW-11(M) ALPHA TERRA SC I E N CE '"·'"'' FIGURE 8 ~ "~;o {,;te: 3/4/04 MW - I~ B-"'IMI ') I ~~ ■ Groundwater Elevation on March 2, 2004 ~ -- 11 SITE INVESTIGATION AT FORMER LAl,,'l,RAN FOUNDRY ,-,.,_,,("I ~ MW-.lJ '11 1-1 '"1''■ PRODUCT SERVICE CORPORATION : [f,\i'lo ! ! . I ...... ,,~·· ..... z C X 111 •1w.1 ~MW.JI CORE Pl"FP ROOM AREA A EXCAVAllON ·rutOFEET GRINDING ICORE M9i Co-a"• '""''""""' L E Cl I' N L> X hcavatim Umi1 Sample M24 Sample Number TW-l'J ■ 8-20 SOIL llORING • ■ 1W,19(Ml TEMPORARYWEl.l.(REMOVED) (M) Mobile Lab Arllllyt1cal Result BQl(£R AREAB W'lERHO,ttll ~ HEAT PZ-11 ...... MW-JO □ EXCAVATION AREA MW-2 - ..QL NR 141 MONITORINGWEI.I./PIEZOMITTER "-'MW-J V SUMP-10 SUMP INSTALLED POST-EXCAV,';rlON II• I\' ('ROSS SE,ITON LOC'/\TION ·--- C'aich 1n --·-- MELTARf.A '· POURING ' "'"AREA 11.22 • T111115(onncr .>--+---113' BlJRNIIAM Pt crPok AlffO SALVAGE AREAB ,_ EXCAVAllON .-.,... l09FEIT • tw-lJ "~ i ALPHA TERRA lllJRNIIAM CathB.:n.111 SCIENCE AUTO SALVAGE • 'IW•l:l FIGURE3 MW-4 r.ate: 4/1/04 ii,.e: SAMPLE AND CROSS SECTION LOCATIONS SITE INVESTIGATION AT FORMER LAI.JI.RAN FOUNDRY ··""' ... -·-·-···• .---····-✓ -A 1" =.20"'~li · lW-1-4 _,, ... :- -·JPM . . MW-) Ci1e:it: PRODUCT SERVICE CORPORATION • ·------'-,i ,, ... Attachment H Documentation of Engineered Barrier Site Photographs (to be provided once barrier installed) Attachment I Draft Deed Documents RR GIS Registry of Closed Sites: See Attachment B Draft of Deed Restriction Maintenance Plan for Engineered Barrier -z MW-ll OOOR •IW-1 _.d.__2-4'82ppm -,,..r 6-8' 8.S ppin I ! X ba,;aion WM~ IN San~~ lW-19 1 +u s.~tkplh )I( ll ppn le.! O:aalnlu. snw\,g (ppm) Buld Tot atmk NA '7W IIIW!llrial Rn. e B-20 SOIL DORING .. TW,19tM> TEM'ORARY WELL (Rf:WOVF.D) (M) Muhlc lab Analrucal Rauh i'- ~1W-JO-·~ ~V-2 PZ.11 !'::..,°""' 2-4' JO ppm .._. 3'34AI111 ◄ -6' 9.8 ppm □ EXCAVATION AREA NR loll MONITOR.ING \VEil/rl!'ZU\1ETr.R ..£JLVMW-l --·- .V SUMP-JO SUMPIM>IALLEDPOST-EXCAVATION ... - JSOCONCENTRATION OF / Pb 500 LEAD(mg,'kg) • 1>2 24'30n,m ?KS Am 4-6' •;4 3 ppm ESnMt;Jl:D EXTENT OF J.rAJ> I 17.S-21J8.2A'-'JTI ! _,_, ~• AllOVEDIRECfCONTACI RC!. I EXCAVATION ~ ~--""ll':::-'-11rROM 4 H) JO Fr:ET _A_ MW-29 ,I' -,iii - --V2-4'48J1W11 ....dL 2-4' 407 (}pill 6-8' JO Jlrll )I( ,I,"' -,.,- ..., 2,930 ,.,.. IW-111 '- 4&-511 JO rt•n 1 l'h500 'l'lW-37 'J( lW-35 0-2' -a11pprt1 =-~... 2--1'211ppn 7:\-11 U.tlppn l+Wl-4pp111 ~0,--· lW-38 )( 0-Z' .f7'Jppm 2..f'Zl'JPflln lrll'IJ~ .. 'l'W-24 34'67ppn 7-8' 8.9ppn H-16 )I( )(1w-u BURNHAM AlJTD SALVAGE PROPEITTY )( lW-IS MW-I A MW-33 ALPHA TERRA 1-3' 18] 1'1•11 ~MW.] 1-•12701,i:•n SCIENCE ESTIMATEDEXTl'NJ'OF II n·91,,,..,!Li_ LEADABOVEDll!EL7. PhSOO V- lW-J.t )I( CONIACJ'RCL '> ✓------'"'"'' FIGURE 4 •,- 'IW-40 ',, 'IW-39 ~i\t: a.r lll'J0p1im 12/14/04 Soilchem - Lead isoconc ,- - ' )( \, < )( '- ,, 2-l.~~,~~lfllll """ SOIL CHEMISTRY: LEAD \~~~ !:~l~1':. ' , \ '! \ \ ) \ \/t:Si--tt/lW-4r \ '\ SITE INVESTIGATION AT FORMER LAWRAN FOUNDRY ', jl:11 •~ Approx 1" = 35' '- , PhSOO .._ -:i~~=..., // ) PRODUCT SERVICE CORPORATION - KAE-· 1~--- ✓ -1 locker Room , vcn2 EXCEEDS ENHJRlH,IENr s·1ANUARIJ VC 2 , ,m-
z l \ )( ~ - ., / u.A6.'l6 •.111 DROND J.T PAIIOK Bal'6.'.<11 IJHOl.ft llbF'!l.~I ~[~' - -- - ? .. l'W-24 Bhf~.7.1 - _,,,,. DiMl.2.~ OibAI.U ? ..,-,"' lntk'TIP~1.4i lndmPUl • ./' Naph UII N.aph7.2 ,._t.~ Ph1..'fl 7.7~ 2-l'DROl0 ~;11.66 ~..,.;,,.~~ PAHOK &1'2.17 'if· 6-R'DR0<6.3 PAllOK ,.,. )I( )(,w-ll BURNHAM AUTO @l SALVAGE PROPERTY Catclilmul ?.,,, .. IW-1' MW-I'- 3.,• \ \ Bal'O.~ \ PZ-10 ,-'i'- ,~~~ \ I ------·- \ •,._, A. \ LPHA TERRA SCIENCE ' 0 '"''"' FIGURE 9 lW-39)( )( 0-2' DROJJ,~MI 12/14/04 Soil chem PAH BaP Dibenz lsoconc.skf lW-40 Naph 8J'11 2-3 'I DRO Z7,'1NI Soff Chemistry~ Isoconcentratlon. ···--···------·-· N"tlh"-'Ztl Titlt: 7-M' DRO~ ')..-2. t./'-1 CPly::::V.tA/ iv.:r: S?tJt3 Stue of Wisconsin WELL/DRILLHOLE/BOREHOLE ABANDONMENT DeputmciitofNarural Resources Form 3300-5 2/2000 Page 1 of2
..-v--MW-4• ··-J l l'VCX: NI . i>H.O 41 XVI. II ";, ·1-1r.. n.,m40 C. -K' AREA A l)R0 4M EXCAVA"llON XYl."'" l lK TO I0FEET T JIIJ , 1M0 ]8