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R-1401 - 05/12/2015 - WATER MAIN CONTRACT - Resolutions 1 t Fs LEGEND D - f-C-1 APPROJUMATE LOCATION OF ASPHALT CORE BORINGS D C7 ke I C SEECO Consultants, Inc. ° " " ` 2015 Wt.,Wn P.1--t BORING LOCATION 10 20 14 +�^ qua n� I,,—.rw.v r+.k +.eo.11 vino"cf ouk B..k Umto ftw PLANS 6` NONE tj (n ammo.hal�++-,xr PAX,(,w/us-,sn ftk wp*Mik* °"4 11037G pt^ z m ATTACHMENT E Illinois Environmental Protection Agency Page 1 of 2 Bureau of Land • 1021 North Grand Avenue East • P.O. Box 19276 - Springfield Illinois 62794-9276 Source Site Certification by Owner or Operator for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-662 Revised in accordance with 35 Ill. Adm. Code 1100, as amended by PCB R2012-009 (eff. Aug. 27, 2012) This certification form is to be used by source site owners and operators to certify, pursuant to 35 III.Adm.Code 1100.205(a)(1) (A),that soil (i)was removed from a site that is not potentially impacted property and is presumed to be uncontaminated soil and (ii)is within a pH range of 6.25 to 9.0. If you have questions about this form, please telephone the Bureau of Land Permit Section at 217/524-3300. This form may be completed online, saved locally, printed and signed, and submitted to prospective clean construction or demolition debris fill operations or uncontaminated soil fill operations. I. Source Location Information (Describe the location of the source of the uncontaminated soil) Project tame: 2015 Watermain Project Office Phone Number,if available: Physical Site Location(Street, Road): Mockingbird Lane, Camelot Drive to Regent Drive City: Oak Brook State: IL Zip Code: 60523 County:_DuPage Township: York Lat/Long of approximate center of site in decimal degrees (DD.ddddd)to five decimal places (e.g., 40.67890,-90.12345); Latitude: 41.836906 Longitude: -87.966604 (Decimal Degrees) (-Decimal Degrees) Identify how the Iatflong data were determined: ❑ GPS ® Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other IEPA Site Number(s),if assigned: BOL: BOW: BOA: 11. Owner/Operator Information for Source Site Site Owner Site Operator Name: Village of Oak Brook Name: Village of Oak Brook Street Address: 1200 Oak Brook Road Street Address: 1200 Oak Brook Road PO Box: PO Box: City: Oak Brook State: IL _ City: Hodgkins State: IL Zip Coder 60523 Phone: 630-368-5142 Zip Code: 60523 Phone: 630-368-5142 Contact: Mr. Jim Bosma Contact: Mr. Jim Bosma Email,if available:jbosma @oak-brook.org Email, if available:jbosma @oak-brook.org This Agency is authorized to require this information under Section 4 and Title X of the Environmental Protection Act(415 ILCS 514, 5139).Failure to disclose this information may result in: a civil penalty of not to exceed$50,000 for the violation and an additional civil IL 532-1855 penalty of not to exceed S10,000 for each day during which the violation continues(415 ILCS 5/42).This form has been approved by LPC 348 Rev.1012013 the Forms Management Center. -42- ATTACHMENT E Page 2 of 2 Project Name; 2015 Watermain Project Latitude: 41.836906 Longitude: -87.966604 (Decimal Degrees) (-Decimal Degrees) Source Site Certification Ill. Descriptions of Current and Past Uses of Source Site Describe the current and past uses of the site and nearby properties.* Attach additional information as needed. The description must take into account, at a minimum, the following for the source site and for nearby property:(1)use of the properties for commercial or industrial purposes; (2)the use, storage or disposal of chemical or petroleum products in individual containers greater than 5 gallons or collectively more than 50 gallons;(3)the current or past presence of any storage tanks(above ground or underground); (4)any waste storage, treatment or disposal at the properties; (5) any reported releases or any environmental cleanup or removal of contaminants;(6) any environmental liens or governmental notification of environmental violations;(7)any contamination in a well that exceeds the Board's groundwater quality standards; (8)the use, storage, or disposal of transformers or capacitors manufactured before 1979;and (9)any fill dirt brought to the properties from an unknown source or site. Number of pages attached: 8 The site is a residential area. Surrounding properties are residential area. Due Diligence did not indicate proximity to any PIPS- Two(2) pavement cores(C-1 and C-2)with subgrade soil samples were obtained from these two locations. PID readings did not indicate volatile organics in the subgrade soil samples obtained from these two locations. Materials certified herewith as CCDO material must be free of rebar,garbage, etc. and any said materials must be segregated from CCDD materials and disposed of in other legal means. See attached for details. *The description must be sufficient to demonstrate that the source site is not potentially impacted property,thereby allowing the source site owner or operator to provide this certification. IV. Soil pH Testing Results Describe the results of soil pH testing showing that the soil pH is within the range of 6.25 to 9.0 and attach any supporting documentation_ Number of pages attached: 1 See attached. Results of soil pH testing are between 6.25 and 9.0. V. Source Site Owner, Operator or Authorized Representative's Certification Statement and Signature In accordance with the Illinois Environmental Protection Act 1415 ILCS 5122.51 or 22.51 a) and 35 III.Adm. Code 1100.205(a), I Amrit Rai (owner, operator or authorized representataive of source site) certify that this site is not a potentially impacted property and the soil is presumed to be uncontaminated soil. I also certify that the soil pH is within the range of 6.25 to 9.0. 1 further certify that the soil has not been removed from the site as part of a cleanup or removal of contaminants. Additionally, I certify that I am either the site owner or operator or a duly authorized representative of the site owner or site operator and am authorized to sign this form. Furthermore, I certify that all information submitted, including but not limited to, all attachments and other information, is to the best of my knowledge and belief,true, accurate and complete. Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (415 ILCS 5144(h)) t^ Owner Operator Owner's Duly Authorized Representative Operator's Duly Authorized Representative Amrit Rai Print: eme -2_;-7 Lsb _. Signature Date I -43- BORING LOG ATTACHMENT E {}w1,7ER PROJECT 2015 Watermain Project Village of Oak Brook ENGINEER LOCATION Mockingbird Lane and Camelot Drive, Oak Thomas Engineering Group LLC Brook,Illinois w IU BORING NUMBER C-1 Unconfined Cornpmmve Strength,Tons/Ft. a ! -- ---- p o >1 U SURFACE ELEVATION 1 2 3 ¢ ? Cn OVlvl PL MC LL w > <w! a STATION OFFSET from CL ppm ,, ► w o w E a w a: x w w - STD"N"PENETRATION BLOWS PER FT. DESCRIPTION OF MATERIALS � C (LABORATORY CLASSIFICATION) 10 20 30 40 50 7"BITUMINOUS CONCRETE PAVEMENT DB 1.5"POZZOLANIC BASE COURSE j FILL:CLAY,Brown,Gray and Black,Trace Sand FA and Gravel,Very Stiff Moist (CL) 1A 0 8' SILTY CLAY,Brown and Gray,Trace Sand and Gravel,Very Stiff,Moist (CL) SS 46 I IB 2.57 l d End of Boring Q 3 Feet Note:No odor was observed in the soil sample obtained from this boring. i 1 ------ --_ — —___ _ _—_— _—_� @ Calibrated Penetrometer Unconfined Compression Water Level Observations S E E C O Boring Started 10/17/14 BCr pleted w L. Consultants, Inc. 10/17/14 V'.L. Dry VS/WD ', Dry ACR 7350 Duvan Drive,Tinley Park,IL 60477 Driller EN RTort. Cor./D-50 UJ.L. Approved VM .lob No. 13 4370 Drawn By Al2 Sheri 1 of 1 BORING LOG ATTACHMENT E OWNER PROJECT 2015 Watermain Project Village of Oak Brook ENGINEER LOCATION Mockingbird Lane and Camelot Drive,Oak Thomas Engineering Group LLC Brook,Illinois BORING NUMBER C_2 { Unconfined Compressive-0 Strength,Tons/Ft. H y a I 2 3 4 1 co p z H U 5 SURFACE ELEVATION x OVIvI a `w d w PL MC LL �w a STATION OFFSET from CL ppm A ._. w -- - – — STD"N"PENETRATION BLOWS PER FT. DESCRIPTION OF MATERIALS - (LABORATORY CLASSIFICATION) 10 20 30 40 50 8.5" ITNOUS CONCRETE PAVEMENT DB MI y t 3.5"CRUSHED STONE BASE COURSE FA FILL:CLAY,Brown,Gray and Black,Trace Sand' E' and Little Gravel,Trace Organics,Very Stiff, j Moist I SS 38 0 e 2.5 End of Igor g @ 3 Feet Note:No odor was observed in the soil sample obtained from this boring. { i i E Q Calibrated Penetrometer Unconfined Compression Water Level Observations S E E C O Boring Starred 10117/14 W.L. Consultants, Inc. Boring Completed 10!17/1a W.L. ' Dry WS/WD Dry ACR 7350 Duvan'Drive,Tinley Park, IL 60477 Driller ]E]� R'Port. Cor./D-50 W L Approved V Job No. 11037G 1 Drawn By AR s Sheet 1 of l 1 012412 01 4 Brownfields Assistance Database Search Page-Illinois EPA-Bureau of Land ATTACHMENT E US s ¢ State of Illinois Bureau of Land Database Programs Office of Brownfields Assistance Database Search Page The Office of Brownfields Assistance ("OBA") database identifies the status of all Municipal Brownfields, Redevelopment Grant (MBRG) project sites administefed.through 08A. The database may be searched by the 10- digit Illinois-EPA identification.(Land Pollution Control ''LPC") number; site name, or municipality. You may search by entering a 10 digit number, any part.of the site name, or choose a city/municipality from"the drop=down/select list box. Site name information will search for any part of the name entered.., the more information, the more precise:(narrower) the search. A successful search may return one or many records based upon the method you choose below (an unsuccessful search will indicate No records retumed). The data results will also allow you to select the LPC # hyperlink (underscored in blue) which will display additional information (SRP data) about a selected site. Please read our disclaimer statement for more information. Municipality ?—Choose one of— • i' Submii Database updated: 2/11/2010 Please direct any problems, comments or suggestions regarding this page to Mike Charles at 217/785-3846. ,n�•yrir�`t -�' c!''0-: Iiii_np€ _EPA Agency_Site_MAR i P�iv_acv_Infarmaior j Kids Privacy i Web Accessibility I Auncy webmas:er -46- 10124!2014 Once of Site Evaluations-Bureau of Land-Illinois EPA ATTACHMENT E OEM = State of Illinois Office of site Evaluations Redevelopment Assessment Database Oak Brook Community MID Prerpert}+Narrte Ads reps Gc�mpieticsn Lat Laing Acreage contarninartt ecords retumed, s SPA A4 nc.`l Site Map I Privacy Informkbon I Kids-Pr Agency Webmas;ei -47- F.Nn•/lcnorlalo 10/2412014 sRP Results pass Page-Blinds Gcq ATTACHMENT E WW ri. State of Illinois site Remediation The following SRP sites matched your search criteria. To display additional information about a selected site, click „on the hyperlinked LPC #.. I �AII7 Nl�►MESITE , STREET +CITY ZIPCQt}E 3 7�75t gb et apoiitan Life Insurance 2001 Spring Road ak Brook 60523 0 3 111 no* EPA ��i�n�Y,.S�t�_Nlap j P�ivac� InEc�r tic�n l �€ds Privacl �,r�b�c es�E�itity ; Aq,�r�c� y�ebrma�°er 0 -48- 10/24/2014 D.T.Select ATTACHMENT E r State of Illinois L.I.T. Search The following LUST incidents matched your search criteria. To display additional information about a selected incident, click on the hyperlinked IEMA #. IEMA # Site Name Street City IP Code 20011245 Oak Brook, Village of 1212 Oak Brook Rd. (Fire Oak Brook 60523 Station #1) Title Page Search Page o i a a- ;,ir; Illinois SPA A4ency Site_M_aG Privacy Inia.-matign ; Kids P^nvacy Web Accessibility j A4encv vvebmas-er -49- ATTACHMENT E 5EECO Consultants, Inc. 7350 Duvan Drive Tinley Park, IL 60477 Soil pH Content Standard Test Method for pH of Soils ASTM D4972(Reapproved 2007) 10740G Boring, Sam_ ple ID pH Sample Location Mockingbird Lane, East of Camelot Oak Brook, IL C-1, S-1 7.41 Drive Mockingbird Lane, East of Camelot Oak Brook, IL C-2, S-1 8.09 Drive Test Date 1012012014 Matt Boladz, E.I.T. Sample Date Staff Engineer 110/17[2014 Sampled By DM -50- s- �I I I 1t ;l. 61 +' w W +1 LEGEND D C' i APPROXIMATE LOCATION OF ASPHALT CORE BORINGS -I D n rozc14 us M-- SEE CO Consultants, Inc. � 2015 WMw umr6 t*ro{.cr BORING LOCATION �, NONE ------ 7960 DWVn aiw.fr.W Pat.lu"."40!77 Wlagd ar oak a aak uo��u dud .n6 c«.a.b�ar d PLANS .. 11037 tar rn rAn Jr )�n rrso Ckyl: raa3s 67awAs _. z rn ATTACHMENT E Page 1 of 2 Illinois Environmental Protection Agency Bureau of Land - 1021 North Grand Avenue East - P.O. Box 19276 - Springfield - Illinois - 62794-9276 Source Site Certification by Owner or Operator for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-662 Revised in accordance with 35 Ill. Adm. Code 1100, as amended by PCB R2012-009 (eff. Aug. 27, 2012) This certification form is to be used by source site owners and operators to certify,pursuant to 35 III.Adm.Code 1100.205(a)(1) (A),that soil (i)was removed from a site that is not potentially impacted property and is presumed to be uncontaminated soil and (ii) is within a pH range of 6.25 to 9.0. if you have questions about this form, please telephone the Bureau of Land Permit Section at 2171524-3300_ This form may be completed online,saved locally, printed and signed, and submitted to prospective clean construction or demolition debris fill operations or uncontaminated soil fill operations. I. Source Location Information (Describe the location of the source of the uncontaminated soil) Project Name: 2015 Watermain Project Office Phone Number, if available: Physical Site Location(Street,Road): Camelot Drive, Mockingbird Lane to Regent Drive City: Oak Brook State: IL Zip Code: 60523 County:DuPage Township: York Lat/Long of approximate center of site in decimal degrees(DD.ddddd)to five decimal places (e.g.,40.67890,-90.12345): Latitude: 41.837342 Longitude: -87.967141 (Decimal Degrees) (-Decimal Degrees) Identify how the latllong data were determined: ❑ GPS ® Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other IEPA Site Number(s),if assigned: BOL: BOW: BOA: 11. OwnerlOperator Information for Source Site Site Operator Site Owner Name: Village of Oak Brook Name: Village of Oak Brook Street Address: 1200 Oak Brook Road Street Address 1200 Oak Brook Road PO Box: PO Box: City: Oak Brook State: IL City: Hodgkins State: IL Zip Code: 60523 Phone: 630-368-5142 Zip Code: 60523 Phone: 630-368-5142 Contact: Mr.Jim Bosma Contact: Mr. Jim Bosma - Email,if available:jbosma @oak-brook.org Email, if available:jbosma @oak-brook.org This Agency is authorized to require this information under Section 4 and Title X of the Environmental Protection Act(415 ILCS 514, 5139). Failure to disclose this information may result in: a civil penally of not to exceed s5o,000 for the violation and an additional civil IL 532-1855 penalty of not to exceed$10,000 for each day during which the violation continues(415 ILCS 5142).This form has been approved by LPC 348 Rev.1012013 the Forms Management Center. -52- ATTACHMENT E Page 2 of 2 Project Name: 2015 watermain Protect Latitude: 41.837342 Longitude: -87.967141 (Decimal Degrees) (-Decimal Degrees) Source Site Certification 111. Descriptions of Current and Past Uses of Source Site Describe the current and past uses of the site and nearby properties.* Attach additional information as needed. The description must take into account,at a minimum,the following for the source site and for nearby property:(1)use of the properties for commercial or industrial purposes; (2)the use, storage or disposal of chemical or petroleum products in individual containers greater than 5 gallons or collectively more than 50 gallons;(3)the current or past presence of any storage tanks(above ground or underground); (4)any waste storage,treatment or disposal at the properties; (5)any reported releases or any environmental cleanup or removal of contaminants; (6)any environmental liens or governmental notification of environmental violations;(7)any contamination in a well that exceeds the Board's groundwater quality standards; (8)the use, storage,or disposal of transformers or capacitors manufactured before 1979: and (9)any fill dirt brought to the properties from an unknown source or site_ Number of pages attached: 7 The site is a residential area. Surrounding properties are residential area. Due Diligence did not indicate proximity to any PIPS. One(1)pavement core(C-3)with subgrade soil sample was obtained from this location. PID readings did not indicate volatile organics in the subgrade soil sample obtained from this two location. Materials certified herewith as CCDD material must be free of rebar, garbage, etc. and any said materials must be segregated from CCDD materials and disposed of in other legal means. See attached for details: - - 'The description must be sufficient to demonstrate that the source site is not potentially impacted property,thereby allowing the source site owner or operator to provide this certification. IV. Soil pH Testing Results Describe the results of soil pH testing showing that the soil pH is within the range of 6.25 to 9.0 and attach any supporting documentation. Number of pages attached: 1 See attached. Results of soil pH testing is between 6.25 and 9.0. V. Source Site Owner, Operator or Authorized Representative's Certification Statement and Signature In accordance with the Illinois Environmental Protection Act[415 ILCS 5122.51 or 22.51a]and 35 III.Adm.Code 1100.205(a), I Amrit Rai (owner,operator or authorized representataive of source site) certify that this site is not a potentially impacted property and the soil is presumed to be uncontaminated soil I also certify that the soil pH is within the range of 6.25 to 9.0. 1 further certify that the soil has not been removed from the site as part of a cleanup or removal of contaminants. Additionally, I certify that I am either the site owner or operator or a duly authorized representative of the site owner or site operator and am authorized to sign this form. Furthermore, I certify that all information submitted, including but not limited to, all attachments and other information, is to the best of my knowledge and belief,true, accurate and complete. Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (415 ILCS 5144(h)) Owner Operator (' Owner's Duly Authorized Representative Operator's Duly Authorized Representative Amrit Rai ` I Prints me - Z� \ ` _ Date Signature -53- BORING LOG ATTACHMENT E OWNS - PROJECT 2015 Watermain Project Village of Oak Brook ENG1I+lEER LOCATION Mockingbird Lane and Camelot Drive, Oak Thomas Engineering Group LLC Brook,Illinois U BORING NUMBER Unconfined Compressive Strength,Tons/Ft. w _ a C-3 � rL l 2 3' O > ' U SURFACE ELEVATION O Z E., H H H w Z w w OVM PL MC LL w > STATION OFFSET from CL ppm i A a owa a _ STD"N"PENETRATION BLOWS PER FT. w in g a DESCRIPTION OF MATERIALS - rn (LABORATORY CLASSIFICATION['} 10 20 30 �40 50 9.0"BITUMINOUS CONCRETE PAVEMENT 1 t DB 9.0"CRUSHED STONE BASE COURSE FA � FILL:CLAY Mixed with TOPSOIL.Brown;Black and Some Gray,Trace Sand and Gravel,Stiff, Moist {CL-OL} 1 SS 42 o e t I 2.5 d t End ofBoring @ 3 Feet 1 Note:No odor was observed in the soil sample j obtained from this boring. j! 3 t - --_ --------- ----_-- -_-- _-T—�_�-_T _- -- -- e Calibrated Penetrometer Unconfined Compression Boring Started 10/17/14 SEECO Water Level Observations -- Boring Completed }0/17/14 W L. I Consultants, Inc. - W1 L. D r v WV ;[W s D �yA R 7 350 Duvan Drive;Tinley Park. IL 60477 Driller EN P'Port. Cor.ID-50 Approved V lob No. 11037(1 Drawn By AL{ Shea 1 Of 1 h.L. 10/2412014 Browafietds Assistance Database Search page-111incis EPA-Bureau of Land ATTACHMENT E state of Illinois Bureau of Land Database Programs office of Brownfields Assistance Database Search Page The Office of Brownfields Assistance ("owl) database identifies the status of all municipal Broownflelds Redevelopment Grant (MBRG) project sites administered through 05A. The database may be searched by the 1.0- .digit Illinois EPA identification (Lana# Poffi tion Control "LPC") number,-site name, or municipality. You may search by entering a LO digit number, any part of the site name, or choose a city/municipality from the drop-dow. n/select -list box. Site name information will search for any part of the name entered... the more information, the more precise (narrower) the search: A successful search may return one or many records based upon the method you choose below (an unsuccessful search will indicate No records returned). The data results will also allow you to select the LPC # hyperlink (underscored in blue) which will display additional information (SRP data) about a selected site. Please read our disclaimer statement for more information. Municipality !-Choose one of_ 1 Submit Database updated: 2/11/2010 Please direct any problems, comments or suggestions regarding this page to Mike Charles at 217/785-3846. _r,p,;rghi 'c 2:Q : II)inois_EPA Agency Site_Map Privacy Infa=mation Kids.Privacy Web Accessipility I Agency Webrr,as.er Vic- -55- 1U2412014 Office of Site Evaluations-Bureau of Land-Illinois EPA �. ATTACHMENT E 5. State of Illinois Office of Site Evaluations Redevelopment Assessment Database Oak Brook community I:l PA ID ,Property Name Adcles omptelio Lat Long lerea Corttaminan# No recrs ret�.rrned. ncv-lgh1c _t02:, Illinois Er,4 Aq—gn_ti Site Map I Priv acy Information 1 Kids Privacy I VVq[J Accessibility C Agenev.'Yaebmas er 10/24/2014 SRP Results Pass Page-Illinois EPA ATTACHMENT E u , s ME State of Illinois Site Remediation The following SRP sites matched your search criteria. To display additional information about a selected site, click on the hyperlinked LPC #. REPAID 'AMESI'TE STREET CITY JZIPCODE 0434705086 Metropolitan Life Insurance _ QCt� spring Road yak Brook �t�5z3 ,,,G ri3iip n!s Eltnt� _,_EPA ?gpgrl site lop ; Fr'ivacY lnforsru�tsc�0 Kte ::.Pr a ° vt�b AccessEb it Agzncv_.�le rrtas r 1 c -57- 10/24/2014 L.LT,Select ATTACHMENT E mg-F.6mi[A- .affil- 0, .` State of Illinois 1~I T..Beard! The following LUST incidents matched your search criteria. To display additional information about a selected incident, click on the hyperlinked IEMA #. IEMA # Site Name treet �,y ZIP Cade 1212 Oak Brook Rd. (Fire Oak Brook 60523 2001 45 Oak Brook, Village of Station #1) Title Pace Search Page I![incis_ EPA ARency.5ite_flap i Prva�y l *0 Ti tiara Kids rif cy ! web_Ac.essibili_ty I Agency Webmas.er -58- ATTACHMENT E SEECO Consultants, Inc_ 7350 Duvan Drive Tinley Park, IL 60477 Soil pH Content Standard Test Method for pH of Soils ASTM D4972 (Reapproved 2007) 10740G Boring, Sample ID pH Sample Location E-3, S-1 7.87 Camelot Drive Oak Brook, IL J Test Date 10/20/2014' Matt Boladz, E.I.T Sample Date Staff Engineer Sampled By DM -59- � o" 1!k• VI�11 I� �ill tlfl�•'I' {I it udl�l �1 �4Ri��plij �i7 �J' sdNi 0�,4 Y a � � 1I, I� r s !- i �i1� F� Y 4 R ry LEGEND APPROXIMATE LOCATION OF ASPHALT CORE BORINGS D n ac: w r. ua BORING LOCATION °'°. 11 29 145 CSEECO Consultants Inc Brook 2915 wok.'ra0r Ore;roc NONE 73450 D—n.-w..rv,a.r r. m .345.77 Vlnage or cxk a u«arngew tw.e aw earr. t o iv. PLANS .x45 rn 7rrrcr(>ov/uv-".sa Oak iklno• 11037C rG ur rn ATTACHMENT E Illinois Environmental Protection Agency Page 1 of 2 Bureau of Land - 1021 North Grand Avenue East P.O. Box 19276 - Springfield - Illinois - 62794-9276 Source Site Certification by Owner or Operator for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-662 Revised in accordance with 35 III. Adm. Code 1100, as amended by PCB R2012-009 (eff. Aug. 27, 2012) This certification form is to be used by source site owners and operators to certify, pursuant to 35 III.Adm. Code 1100.205(a)(1) (A),that soil (i)was removed from a site that is not potentially impacted property and is presumed to be uncontaminated soil and (ii)is within a pH range of 6.25 to 9.0. If you have questions about this form, please telephone the Bureau of Land Permit Section at 2171524-3300. This form may be completed online, saved locally, printed and signed, and submitted to prospective clean construction or demolition debris fill operations or uncontaminated soil fill operations. I. Source Location Information (Describe the location of the source of the uncontaminated soil) Project Name: 2015 Watermain Project Office Phone Number, if available: Physical Site Location (Street, Road): Mockingbird Lane, Camelot Drive to Midwest Road City: Oak Brook State: IL Zip Code: 60523 County;DuPage Township: York Lat/Long of approximate center of site in decimal degrees (DD.ddddd)to five decimal places(e.g.,40.67890,-90.12345): Latitude: 41.837091 Longitude: -87.968048 (Decimal Degrees) (-Decimal Degrees) Identify how the lat/long data were determined: ❑ GPS ® Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other IEPA Site Number(s),if assigned: BOL: BOW: BOA II. Owner/Operator Information for Source Site Site Owner Site Operator Name: Village of Oak Brook Name: Village of Oak Brook Street Address: 1200 Oak Brook Road Street Address: 1200 Oak Brook Road PO Box: PO Box: City Oak Brook State: IL City: Hodgkins State: IL Zip Code: 60523 Phone: 630-368-5142 Zip Code: 60523 Phone: 630-368-5142 Contact: Mr. Jim Bosma Contact: Mr. Jim Bosma Email, if available:ibosma @oak-brook.org Email,if available:jbosma @oak-brook.org This Agency is authorized to require this information under Section 4 and Title X of the Environmental Protection Act(415 ILCS 514, 5139).Failure to disclose this information may resull in: a civil penalty of not to exceed$50,000 for the violation and an additional civil IL 532-1855 penally of not to exceed 510,000 for each day during which the violation continues(415 ILCS 5142).This form has been approved by LPC 348 Rev,1012013 the Forms Management Center. -61- ATTACHMENT E Page 2 of 2 Project Name: 2015 Watermain Project Latitude: 41.837091 Longitude_ -87.968048 (Decimal Degrees) (-Decimal Degrees) Source Site Certification III. Descriptions of Current and past Uses of Source Site Describe the current and past uses of the site and nearby properties.' Attach additional information as needed. The description must take into account, at a minimum,the following for the source site and for nearby property:(1)use of the properties for commercial or industrial purposes; (2)the use, storage or disposal of chemical or petroleum products in individual containers greater than 5'gallons or collectively more than 50 gallons;(3)the current or past presence of any storage tanks(above ground or underground);(4)any waste storage,treatment or disposal at the properties;(5)any reported releases or any environmental cleanup or removal of contaminants;{F)any environmental liens orgovemmental notification of environmental violations;(7)any contamination in a well that exceeds the Board's groundwater quality standards;(8)the use, storage,or disposal of transformers or capacitors manufactured before 1979; and(9)any fill dirt brought to the properties from an unknown source or site. Number of pages attached: 7 The site is a residential area. Surrounding properties are residential area. Due Diligence did not indicate proximity to any Pips. One(1)pavement core (C-4)with subgrade soil sample was obtained from this location. PID readings did not indicate volatile organics in the subgrade soil sample obtained from this two location. Materials certified herewith as CCDD material must be free of rebar,garbage, etc. and any said materials must be segregated from CCDD materials and disposed of in other legal means_ See attached for details. "The description must be sufficient to demonstrate that the source site is not potentially impacted property,thereby allowing the source site owner or operator to provide this certification. IV. Soil pH Testing Results Describe the results of soil pH testing showing that the soil pH is within the range of 6.25 to 9.0 and attach any supporting documentation. Number of pages attached: 1 See attached. Results of soil pH testing are between 6.25 and 9.0. V. Source Site Owner, Operator or Authorized Representative's Certification Statement and Signature In accordance with the Illinois Environmental Protection Act[415 ILCS 5/22.51 or 22.51 a]and 35 III.Adm. Code 1100.205(a), 1 Amrit Rai (owner, operator or authorized representataive of source site) certify that this site Is not a potentially impacted property and the-soil is presumed to be uncontaminated soil. I also certify that the soil pH is within the range of 6,25 to 9.0. 1 further certify that the soil has not been removed from the site as part of a cleanup or removal of contaminants. Additionally, I certify that I am either the site owner or operator or a duly authorized representative of the site owner or site operator and am authorized to sign this form. Furthermore, I certify that all information submitted, including but not limited to, all attachments and other information, is to the best of'my knowledge and belief,true, accurate and complete_ Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (495 ILCS 5144(h)) (' Owner C Operator (` Owner's Duly Authorized Representative C, Operator's Duly Authorized Representative Amrit Rai Printed Na e Date Signature -62- BORING LOG ATTACHMENT E OWNER PR0Jr-CT 2015 Watermain Project Village of Oak Brook ENGINEER LOCATION Mockingbird Lane and Camelot Drive, Oak Thomas Engineering Group LLC Brook, Illinois ! BORING NUMBER C_q Unconfined Compressive Strengtll,Tons/Ft- p 0 a 1 2 3 4 o N ! U'° SURFACE ELEVATION ' FO U w OVM MC LI_ < STATION OFFSET from CL PPM A— C w 2: 0 - STD"N"PENETRATION BLOWS PER FT, to 4 DESCRIPTION OF MATERIALS ] 111 (LABORATORY CLASSIFICATION) 10 20 30 40 50 4"BITUMINOUS CONCRETE PAVEMENT DB 23"WELL GRADED SAND AND GRAVEL FA BASE COURSE,Broom,Medium Dense,Dry t zT a� ]A 0 ` SS 54 s .. FILL:CLAY,Brown,Gray and Black,Trace Sand j 0 I and Gravel,Medium,Moist 11 2.5 End of Boring @ 2-1 Feet Note:No odor was observed in the soil sample obtained from this boring. { r _—_— ... —__--- -- 9 Calibrated Penetrometer Unconfined Compression S E E C O Boring Started 10/17/14 Water Level Observations ---'-°— Boring Compleled 10/17/14 W.L. Consultants, Inc. Driller W.L Dry WS/WD Dry'ACR 7350 Duvan Drive;Tinley Park,IL 60477 E1V R�Port.Cor./D-50 Approved y 1 .lob No. 110376 Drawn B- AIZ Sheet 1 Of I 10/2412414 Brownfieids Assistance Database Search Page-Illinois SPA-Bureau of Land ATTACHMENT E 6. r -;-1 mar State of Illinois Bureau of Land Database Programs Office of Brownfields Assistance Database Search Page The Office of BrownfleWs Assistance ("06A"") database identifies the status of all Municipal Brownfields. Redevelopment Grant (MBRG) pra,)eet sites administered through 08A. The database may be searched.by the 10- digit Illinois EPA identification (Land Pollution Control "LPG ) number, site"name, or Iunicipality. You may search by enteritis a'l() digit number, any part of the site name, or choose a c tyirmunicipality from the drop-down/select list box. Site name information will search for any part of the name entered... the more information, the more precise (narrower) the search. A successful search may return one or many records based upon the method you choose below (an unsuccessful search will indicate No records retumed). The data results will also allow you to select the LPC # hyper-link (underscored in blue) which will display additional information (SRP data) about a selected site. Please read our disclaimer statement for more information. Municipality F—Choose one of— • I Submit Database updated: 2/11/2010 Please direct any problems, comments or suggestions regarding this page to Mike Charles at 217/785-3846. Cooyriqh;' rc. 2Q0 Ibl nds EPA .Agency_Site_Ma� Priv_acY' information I Kids_Privac_y ! We Accessibility I A4ency webmastLer -64- 10/24/2014 Office of Siie Evaluations-Bureau of Land-Illinois EPA ATTACHMENT E CAM— t .� State of Illinois Office of Site Evaluations Redevelopment Assessment Database Oak Brook Community IEPA ID :Property Name A,c#cfress C0MPlia icon; Lat Long ontartninant try records returned.. -0('3 Illinois EPA Agency.Ske Map ; Rrivacy Info rn tion. I Kids Privacy i Web Accessibility Aqency Webmas.el 10/2412014 SRP Results Pass Page-Illinois EPA ATTACHMENT E ' t State of Illinois site Remediation The following sRP sites matched your search criteria. To display additional information about a selected site, click on the hyperlinked LPC #. I-EP AIED NAMESYTE 1STREET ��CITY ZIPC£ 3E 043470508 Metropolitan Life Insurance- Spring Road, Oak Brook 6053 AcencY site Map Pt.itiacy.inforimagipr Kids,Privacy; j 'n(eb 4ccssib.ilrtV Adencv:Web.mas_er -66- 10/24/2014 City Search Results ATTACHMENT E State of Illinois State Resoonse Action Search Page City Search Results Site ID ie1ameReian Name [City IN,o records returned. < _ %oavrmh. ,r,iis :IBEtncais EAR A4encY Site:MaD I ?rivtY.Informatign I Kids Privacy ! �!eb Access b±lty ! A9en�y_-LJe _ma=ter htin•ilan�riaia cina cfstn it c Aan-Uectirih�a��.-h�_� -67- 1W412014 UT.Sdect ATTACHMENT E �- � i Y3R T_ X�LJf�._e'T •I!SF_1^ 6 �F $5 LL` State of Illinois LAIC The following LUST incidents matched your search criteria. To display additional information about a selected incident, click on the hyperliriked IEMA #. IEMA # Site Name Street ^ Cif ZZP Code 1212 Oak Brook Rd. (F re Oak Brook 60523 20011245 Oak Brook, Village of Station #1) Title Paste Search Paoe xinois EPA Agency.Site_Mar Privacy Information ; Kids Privacy. web AcceSSip.iiity_ t Agencv Webmas_er -68- ATTACHMENT E SEECC)Consultants,Inc, 7350 Duvan Drive Tinley Park, IL 60477 Soil pH Content Standard Test Method for pH of Soils ASTM D4972 (Reapproved 2007) 10740G Boring, Sample 1D pH Sample Location Mockingbird Lane, West of Camelot C-4, S-1 8.90 Oak Brook, IL Drive Test Date 10/20/2014 Matt Botadz, E.I.T. Sample Date Staff Engineer Sampled By DM -69- �wl 1 0 �u u LEGEND D - t::-1 APPROXIMATE LOCATION OF ASPHALT CORE BORINGS D n A TIO ii BORIN N NONE 8EEC0 Consultants, Inc, 2+s dwe<. PLNS aio - gekod e t�t pr r 3 �p,.* +UJ..i.n?o o a I,, 2 m Z m APPENDIX 1 VILLAGE OF OAK BROOK CONTRACT FOR THE CONSTRUCTION OF 2015 WATER MAIN PROJECT APPENDIX 1 PREVAILING WAGE ORDINANCE ORDINANCE 2014-PW-WPA-EX2-S-1401 AN ORDINANCE ADOPTING THE PREVAILING WAGE STANDARDS FOR THE VILLAGE OF OAK BROOK, ILLINOIS WHEREAS, the State of Illinois has enacted the "Prevailing Wage Act," 820 ILCS 130/1 et seq. (the"Act"); and WHEREAS, the Act requires that the Village of Oak Brook investigate and ascertain the prevailing rate of wages as defined in the Act for laborers, mechanics and other workers in the locality of the Village employed in performing construction of public works for the Village. NOW, THEREFORE, be it'ordained by the President and Board of Trustees of the Village of Oak Brook, Cook County and DuPage County, Illinois, as follows: SECTION 1: To the extent and as required by the Act, the general prevailing rates of wages in this locality for laborers, mechanics and other workers engaged in construction of public works coming under the jurisdiction of the Village and being performed in that part of the Village located within Cook County is hereby ascertained to be the same as the prevailing rates of wages for construction work in the Cook County area, as determined by the Department of Labor of the State of Illinois as of June of the current year(See Exhibit"A"). SECTION 2: To the extent and as required by the Act, the general prevailing rates of wages in this locality for laborers, mechanics and other workers engaged in construction of public works coming under the jurisdiction of the Village and being performed in that part of the Village located within DuPage County is hereby ascertained to be the same as the prevailing rates of wages for construction work in the DuPage County area, as determined by the Department of Labor of the State of Illinois as of June of the current year(See Exhibit"B"). APPENDIX 1 SECTION 3: As required by the Act, any and all revisions of the prevailing rates of wages by the Department of Labor of the State of Illinois shall supersede the Department's June construction undertaken by the Village. The definition of any terms appearing in the ordinance which area also used in the Act shall be the same as in the Act. SECTION 4: Nothing herein contained shall be construed to apply said general prevailing rates of wages as herein ascertained to any work or employment except public works construction undertaken by the Village to the extent required by the Act. SECTION 5: The Village Clerk shall publicly post this determination or any revisions of such prevailing rates of wages, and keep it available for inspection at the Village Hall by any interested party. A copy of the determination or of the currently revised determination of the prevailing rates of wages then in effect shall be attached to all contract specifications. SECTION 6: The Village Clerk shall mail a copy of this determination to any employer and to any association of employers and to any person or association of employees who have filed their names and addresses and have requested copies of any determination stating the particular rates and the particular class of workers whose wages will be affected by such rates. SECTION 7: The Village Clerk shall promptly file a certified copy of this ordinance with the Honorable Jesse White, Secretary of State of Illinois, Index Department, 111 East Monroe Street, Springfield, IL 62706 and with the Illinois Department of Labor, Fair Labor Standards Division, One West Old State Capitol Plaza, Room 300, Springfield, IL 62701. SECTION 8: Within thirty (30) days after the filing with the Secretary of State, the Village Clerk shall cause a notice to be published in a newspaper of general circulation within the Village stating: THE VILLAGE OF OAK BROOK, ILLINOIS PUBLIC NOTICE OF ADOPTION OF PREVAILING WAGE STANDARDS PLEASE TAKE NOTICE that on June 10, 2014, the President and Board of Trustees of the Village of Oak Brook, Illinois, adopted Ordinance 2014-PW-WPA-EX2-S-1401 determining prevailing wages pursuant to 820 ILCS 13/1 et seq., which determination is now effective. (Date of Publication) ir . =a LEGEND D C_1 ApPROXINATE LOCATION OF ASPHALT CORE BORINGS D C) ¢wxr 10 20 14 1mrr BORINC LOCATION d. NONE 14 -' SEECO Consultants, Inc. 2016 wut.r u4m P.1� r�1 Tuo a c.1..,raw a,ad.rar» V noAe or o a nol PLANS .�s t 1 oa�c +)or m omcls ha),sa-nN >•,ir:(roU per-too #d�! 81t�ea4 Z AR m ATTACHMENT E Page 1 of 2 Illinois Environmental Protection Agency Bureau of Land • 1021 North Grand Avenue East • P.O. Box 19276 • Springfield Illinois - 62794-9276 Source Site Certification by Owner or Operator for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-662 Revised in accordance with 35 III. Adm. Code 1100, as amended by PCB 82012-009 (eff. Aug. 27, 2012) This certification form is to be used by source site owners and operators to certify, pursuant to 35 III.Adm.Code 1100.205(a)(1) (A),that soil(i)was removed from a site that is not potentially impacted property and is presumed to be uncontaminated soil and (ii)is within a pH range of 6.25 to 9.0. If you have questions about this form, please telephone the Bureau of Land Permit Section at 2171524-3300. This form may be completed online, saved locally, printed and signed, and submitted to prospective clean construction or demolition debris fill operations or uncontaminated soil fill operations_ 1. Source Location Information (Describe the location of the source of the uncontaminated soil) Project Name: 2015 Watermain Project Office Phone Number,if available: Physical Site Location(Street, Road): Mockingbird Lane, Camelot Drive to Regent Drive City: Oak Brook State: IL Zip Code: 60523 _ County: DuPage Township: York Lat/Long of approximate center of site in decimal degrees (DD.ddddd)to five decimal places (e.g.. 40.67890,-90.12345): Latitude: 41.836906 Longitude: -87.966604 (Decimal Degrees) (-Decimal Degrees) Identify how the lat/long data were determined: ❑ GPS ® Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other IEPA Site Number(s),if assigned: BOL: BOW: BOA: II. Owner/Operator Information for Source Site Site Operator Site Owner Name: Village of Oak Brook Name. Village of Oak Brook 1200 Oak Brook Road Street Address: 1200 Oak Brook Road Street Address: PO Box: PO Box: Oak Brook State: IL City: Hodgkins State: IL City: I' Zip Code: 60523 Phone: 630-368-5142 Zip Code: 60523 Phone: 630-368-5142 Contact: Mr. Jim Bosma Contact: Mr. Jim Bosma Email,if available:jbosma @oak-brook,.org Email, if available:jbosma @oak-brook.org_ This Agency is authorized to require this information under Section 4 and Title x of the Environmental Projection Act(415 ILCS 514, 5(39).Failure to disclose this information may result in: a civil penalty of not to exceed$50,000 for the violation and an additional civil IL 532-1855 penalty of not to exceed 5 10,000 for each day during which the violation continues(415 ILCS 5142).This form has been approved by LPC 348 Rev.1012013 the Forms Management Center.. -42- ATTACHMENT E Page 2 of 2 Project Name; 2015 Watermain Project Longitude:. -87.966604 Lon Latitude: 41.836906 9 (Decimal Degrees) (-Decimal Degrees) Source Site Certification 111. Descriptions of Current and Past Uses of Source Site Describe the current and past uses of the site and nearby properties.' Attach additional information as needed. The description must take into account, at a minimum, the following for the source site and for nearby property:(1)use of the properties for commercial or industrial purposes; (2)the use, storage or disposal of chemical or petroleum products in individual containers greater than 5 gallons or collectively more than 50 gallons; (3)the current or past presence of any storage tanks(above ground or underground); (4)any waste storage, treatment or disposal at the properties; (5)any reported releases or any environmental cleanup or removal of contaminants;(6) any environmental liens or governmental notification of environmental violations;(7)any contamination in a well that exceeds the Board's groundwater quality standards; (8)the use, storage, or disposal of transformers or capacitors manufactured before 1979; and (9)any fill dirt brought to the properties from an unknown source or site. Number of pages attached: 8 The site is a residential area. Surrounding properties are residential area. Due Diligence did not indicate proximity to any PIPS- Two(2) pavement cores(C-1 and C-2)with subgrade soil samples were obtained from these two locations. PID readings did not indicate volatile organics in the subgrade soil samples obtained from these two locations. Materials certified herewith as CCDD material must be free of rebar, garbage, etc.and any said materials must be segregated from CCDD materials and disposed of in other legal means. See attached for details. `The description must be sufficient to demonstrate that the source site is not potentially impacted property,thereby allowing the source site owner or operator to provide this certification. IV. Soil pH Testing Results Describe the results of soil pH testing showing that the soil pH is within the range of 6.25 to 9.0 and attach any supporting documentation. Number of pages attached: 1 See attached. Results of soil pH testing are between 625 and 9.0. V. Source Site Owner, Operator or Authorized Representative's Certification Statement and Signature In accordance with the Illinois Environmental Protection Act 1415 ILCS 5122.51 or 22.51a) and 35 Ill.Adm.Code 1100.205(a), I Amrit Rai (owner, operator or authorized representataive of source site) certify that this site is not a potentially impacted property and the soil is presumed to be uncontaminated soil. I also certify that the soil pH is within the range of 6.25 to 9.0. 1 further certify that the soil has not been removed from the site as part of a cleanup or removal of contaminants. Additionally, I certify that I am either the site owner or operator or a duly authorized representative of the site owner or site operator and am authorized to sign this form. Furthermore, I certify that all information submitted, including but not limited to, all attachments and other information,is to the best of my knowledge and belief,true, accurate and complete_ Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (415 ILCS 5144(h)) Owner C'Operator Owner's Duly Authorized Representative C Operator's Duly Authorized Representative Amrit Rai Print ame '7 Ej L Date I Signature -43- BORING LOG ATTACHMENT E 5W-NER PROJECT 2415 Watermain Project Village of Oak Brook EFq VEER LOCA-1]ON mockingbird Lane and Camelot Drive, Oak Thomas Engineering Group LLC Brook,Illinois BORING NUMBER C-,� Unconfined Compressive Strength,Tons/Ft- 1 0 H U SURFACE ELEVATION l ? 3 4 5 0 L x U OVM PL MC LL r� wa w STATION OFFSET from CL PPM , - ♦ �� aw STD"N"PENETRATION BLOWS PER FT. U3 DESCRIPTION OF MATERIALS E3 (LABORATORY CLASSIFICATION) 10 20 30 40 50 7"BITUMINOUS CONCRETE PAVEMENT DB i l 1.5"POZZOLANIC BASE COURSE I 'FILL:CLAY,Brown,Gray and Black,Trace Sand FA and Gravel,Very Stiff.Moist (CL) f lA 0 B SILTY CLAY,Brown and Gray,Trace Sand and p Gravel,Very Stitt,Moist (CL) SS 46 a l t IB 2.5 k 2 3 t I End of Boring @ 3 Feet Note:No odor was observed in the soil sample obtained from this boring. i i t i i i Calibrated Penetrometer Unconfined Compression SEECO Boring Started IQl17/]4_ Water Level Observations ^... .._. --.---.---------• W.L. Consultants, Inc. Boring Completed 10117/14 Driller W.L. Dry WS/WD ! Dry ACR 7350 Ouvan Drive,Tinley Park,1L 60477 EN "'Port. COr./D-50 Approved VM 1 .lob No. 1]037(; Drawn By AR I S11-1 1 Of 1 W,L. BORING LOG ATTACHMENT E OWNER PROTECT 2015 Watermain Project Village of Oak Brook ENGINEER LOCATION Mockingbird Lane and Camelot Drive,Oak Thomas Engineering Group LLC Brook,Illinois LD BORING NUMBER �+ [ Unconfined Compressive Strength,Tonsw'. Cal 0» C-2 % V z x o z F U x 2 3 4 $ H SURFACE ELEVATION OVM `x n PL MC LL a �• '� d w � ° > a a 9 STATION OFFSET from CL Ppm w a _ STD"N°PENETRATION BLOWS PER FT. DESCRIPTION OF MATERIALS 0 (LABORATORY CLASSIFICATION) 10 20 30 40 50 8.5"BITUTNUNOUS CONCRETE PAVEMENT I DB , 3.5"CRUSHED STONE BASE COURSE FA: FILL:CLAY,Brown,Gray and Black,Trace Sand and Little Gravel,Trace Organics,Very Stiff, Moist (CL) 1 SS 38 0 i 2.5 End ofBoring @ 3 Feet Note:No odor was observed in the soil sample i obtained from this boring. S E w W+ _ _ _^— _J�Calibrated Penetrorneler Unconfined Compression Boring Started Water Level Observations S E E C O 10/17/14 Boring Completed 10l17l1a W.L. Consultants, Inc. W.L, Dry WS/WD i Dry ACR 7350 Duvan'Drive,Tinley Park, [L 60477 Driller E� R fort. COr.fD-50 Approved V .lob No. 1]037G Drawn By W,L. AR Sheet I of l 10124120/4 Brawnfields Assislance Database Search Page-Illinois BPA-Bureau of Land ATTACHMENT E 0,i Km i ��,P3� 8P 1 G>ltl Ft-'3�'-t ME rimState of Illinois Bureau of Land Database Programs Office of Brownfields Assistance Database Search Page The Office of Brownfields Assistance ("OBA") database identifies the status of all Municipal Brownfields, Redevelopment'Grant (MBRG) project sites administered.through OBA. The database may be searched by the 10- digit Illinols-EPA identification {Land Pollution Control °LPC"} number; site name, or municipality.'You may search by entering a 10 digit number, any part.of the site name, or choose a city/municipality from the drop=down/se[ect list box. Site name information will search for any part of the name entered... the more information, the more precise (narrower) the search. A successful search may return one or many records based upon the method you .choose below (an unsuccessful search will indicate No records returned). The data results will also allow you to select the LPC # hyperlink (underscored in blue) which will display additional information (SRP data) about a selected site. Please read our disclaimer statement for more information. Municipality ?—Choose one of— • E` Submit Database updated: 2/1112010 Please direct any problems, comments or suggestions regarding this page to Mike Charles at 217/785-3846, i.n�yrir�:-�t -�' �!��:!' IEiinpis.ERA AgencV_Site_M�P i Pi-iv_acv_Infarrnation j K?ds Privacy-.i Web Accessibilifv I Aq_encywebmas:er -46- 10124(2014 Office of Site EvaivaUons-Bureau of Land-Illinois EPA ATTACHMENT E State of Illinois Office of Site Evaluations Redevelopment Assessment Database Oak Brook Community IEPA ID rot rty t a e Ad��ICarnpletion !at long Acree a Contaminant No records returned'. Iliinots.EP_4 A4!?cY Site Map I Privacv Inforrnat:jon I Kids Privacy 1, V4eb Accessfbiljtw ' 1 Agency VJebmaser ICI I -47- 1012412014 SRP Results Pass Page-111inds EPA ssue�++ ATTACHMENT E State of Illinois Site Remediation The following SRP sites matched your search criteria. To display additional information about a selected site, click on the hyperlinked LPC #. IEPAID NAMES TE , ,TREET � ITY _ IPCC3 }E 043 705 8b Metropolitan Life"Insurance .2001 Spring Road �'k Brook �it?S23_ 003 ?th 0' ? �rlencY...S+te N3ap j P3 ivacY InEgr sati.on 1 dads Prrva Web e ess?brtEt +q. stcv.4Vebrna ee -48- 10124/2014 1-17.Sc-lact ATTACHMENT E T State of Illinois L.I.T. Search The following LUST incidents matched your search criteria. To display additional information about a selected incident, click on the hyperiinked IEMA #. IEMA # Site Name treet City ZIP Code 20011245 Oak Brook, Village of 1212 Oak Brook Rd. (Fire Oak Brook 60523 Station #1) Title Page Search Page c• F mhl? 2003 Illinois EPA Agency Sitg Mao 1 Pr ivacy Ioga-7m?oon 1 Kids P.mvecy : Web Accessibility I Agent,,- Webmas-e,- c -49- ATTACHMENT E 5EECO Consultants, Inc, 7350 Duvan Drive Tinley Park, IL 60477 Soil pH Content Standard Test Method for pH of Soils ASTM D4972(Reapproved,2007) 10740G Boring, Sample 1D pH Sample Location Mockingbird Lane, East of Camelot Oak Brook, IL C-1, S-1 7.41 Drive C-2, S-1 8.09 Mockingbird Lane, East of Camelot Oak Brook, IL Drive Test Date 110/20/20141 Matt Boladz, E.I.T. Sample Date Staff Engineer 57 1770 4 Sampled By DM -50- c n �t. cn � a ra AG ryl �w •.'., ,.., gdk .WA .,. eM'�dNi�Mw�k�adM,9 ffiI:t+id"Y�?!A^"xa,,, d:'., ,. .. . LEGEND D - -1 APPROXIMATE LOCATION OF ASPHALT CORE BORINGS D C) ue SEECO Consultants, Inc. zods wa. dM3R trope dOE t4 * t BORING LOCATION r� f} 7.160 AuwA D.iw.nd.v PrR NtM.eof>7 Yllage of Oak Bmok Wckktg og Lx 41W r.MYFOdf✓<V d> PLANS bs xa ry 1037C .G or+t� m G.ak$a:aak B�w1m m ATTACHMENT E _�. Illinois Environmental Protection Agency Page 1 of 2 Bureau of Land 1021 North Grand Avenue East • P.O. Box 19276 - Springfield • Illinois • 62794-9276 Source Site Certification by Owner or Operator for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-662 Revised in accordance with 35 Ill. Adm. Code 1100, as amended by PCB R2012-009 (eff. Aug. 27, 2012) This certification form is to be used by source site owners and operators to certify, pursuant to 35 III_Adm.Code 1100205(a)(1) (A),that soil (i)was removed from a site that is not potentially impacted property and is presumed to be uncontaminated soil and (ii)is within a pH range of 6.25 to 9.0. If you have questions about this form, please telephone the Bureau of Land Permit Section at 2171524-3300. This form may be completed online,saved locally, printed and signed, and submitted to prospective clean construction or demolition debris fill operations or uncontaminated soil fill operations. 1. Source Location Information (Describe the location of the source of the uncontaminated soil) Project Name: 2015 Watermain Project Office Phone Number, if available: Physical Site Location (Street, Road): Camelot Drive, Mockingbird Lane to Regent Drive City: Oak Brook State: IL Zip Code: 60523 County:DuPage Township: York Lat/Long of approximate center of site in decimal degrees(DD.ddddd)to five decimal places(e.g.,40.67890,-90.12345); Latitude: 41.837342 Longitude: -87.967141 (Decimal Degrees) (-Decimal Degrees) Identify how the latllong data were determined: ❑ GPS ® Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other IEPA Site Number(s),if assigned: BOL: SOW: BOA: II. Owner/Operator Information for Source Site Site Owner Site Operator Name: Village of Oak Brook Name: Village of Oak Brook Street Address: 1200 Oak Brook Road Street Address: 1200 Oak Brook Road PO Box: PO Box: City: Oak Brook State: IL City: Hodgkins State: IL Zip Code: 60523 Phone: 630-368-5142 Zip Code: 60523 Phone: 630-368-5142 Contact: Mr. Jim Bosma Contact: Mr. Jim Bosma Email, if available:jbosma @oak-brook.org Email, if available:jbosma @oak-brook.org This Agency is authorized to require this information under Section 4 and Title X of the Environmenlai Protection Act(415 ILCS 514, 5139).Failure to disclose this information may result in: a civil penalty of not to exceed$50,000 for the violation and an additional civil IL 532-1855 penalty of not to exceed$10,000 for each day during which the violation continues(415 ILCS 5/42).This form has been approved by LPC 348 Rev.10/2013 the Forms Management Center. -52- ATTACHMENT E Page 2 of 2 Project Name: 2015 watermain Project Latitude: 41.837342 Longitude: -87.967141 (Decimal Degrees) (-Decimal Degrees) Source Site Certification III. Descriptions of Current and Past Uses of Source Site Describe the current and past uses of the site and nearby properties.` Attach additional information as needed. The description must take into account,at a minimum,the following for the source site and for nearby property:(1)use of the properties for commercial or industrial purposes; (2)the use, storage or disposal of chemical or petroleum products in individual containers greater than 5 gallons or collectively more than 50 gallons;(3)the current or past presence of any storage tanks(above ground or underground); (4)any waste storage, treatment or disposal at the properties; (5) any reported releases or any environmental cleanup or removal of contaminants;(6)any environmental liens or governmental notification of environmental violations,(7) any contamination in a well that exceeds the Board's groundwater quality standards; (8)the use, storage, or disposal of transformers or capacitors manufactured before 1979; and(9)any fill dirt brought to the properties from an unknown source or site. Number of pages attached: 7 The site is a residential area. Surrounding properties are residential area. Due Diligence did not indicate proximity to any PIPs. One(1)pavement core(C-3)with subgrade soil sample was obtained from this location. PID readings did not indicate volatile organics in the subgrade soil sample obtained from this two location. Materials certified herewith as CCDD material must be free of rebar, garbage, etc.and any said materials must be segregated from CCDD materials and disposed of in other legal means. Bee attached for details. _ - -- te that the source site is not potentially impacted property,thereby allowing the "The description must be sufficient to demonstra source site owner or operator to provide this certification_ IV. Soil pH Testing Results Describe the results of soil pH testing showing that the soil pH is within the range of 6.25 to 9.0 and attach any supporting documentation. Number of pages attached: 1 See attached. Results of soil pH testing is between 6.25 and 9.0. V. Source Site Owner, Operator or Authorized Representative's Certification Statement and Signature In accordance with the Illinois Environmental Protection Act[415 (owner,operator perator or authorized 5representataidve of sourOce(sitel) Amnt Rai the range of 6.25 to 9.0. I further certify that the soil has not been removed from ated soil. I also certify that certify that this site is not a otentiall impacted property and the sail is presumed to be uncontaminated the site as part of a the sod pH is within g cleanup or removal of contaminants. Additionally, I certify that I am either the site owner or operator or a duly authorized representative of the site owner or site operator and am authorized to sign this form. Furthermore, I certify that all information submitted, including but not limited to, all attachments and other information, is to the best of my knowledge and belief,true, accurate and complete. Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (415 ILCS 5/44{h)) Owner Operator r Owner's Duly Authorized Representative Operator's Duly Authorized Representative Amrit Rai Prince me Z—� \ 2-01 Date Signature -53- i BORING LOG ATTACHMENT E ' OWNER � PROJECT 2015 Watermain Project Village of Oak Brook E1kfi3Ef2 ( LOCATION f Mockingbird Lane and Camelot Drive, Oak Thomas Engineering Group LLC Brook,Illinois w a BORING NUMBER C-� Unconfined Compressiivve Strength,Tons/Ft. as p l ±—SURFACE ELEVATION w x a w OVM Q Cr -- ' PL MC LL Q w w STATION OFFSET from CL ppm A� _ w a STD"N"PENETRATION BLOWS PER FT. � DESCRIPTION OF MATERIALS cn O (LABORATORY CLASSIFICATION} IC 20 30 40 S0 9.0"BITUMINOUS CONCRETE PAVEMENT DB 9.0"CRUSHED STONE BASE COURSE FA FILL:CLAY Mixed with TOPSOIL.Brown;Black and Some Gray,Trace Sand and Gravel,Stiff, Moist (CL-OL) I SS 42 a 8 Ix 2.5 I t End of Boring @ 3 Feet 1 Note:No odor was observed in the soil sample obtained from this boring. t P -- --------------------_----=—"--_—_—.---_-------_—T _ �--- e Calibrated Penetrometer Unconfined Compression S E E C O Water Level Observations Boring Started 10/17114 Consultants, Inc. Boring Completed 10/17114 W.L. Dry''V /WD Dry ACR 7350 Duvan Drive,Tinley Park, IL 60477 Dnlier EN R'Flort. Cor./D-50 € Approved VA Job No, 11037{', Drawn By AR I Sheet 1 of l 1012412014 Brownfields Assistance Database Search Page-Illinois EPA-Bureau of Land ATTACHMENT E FM EEO x State of Illinois Bureau of Land Database Programs office of Brownfields Assistance Database Search Page The Office of Brownfle'lds Assistance ("OBA.") database identifies the status of all Municipal Brownfields Redevelc prnent Grant (MSRG) project sites adrninistefed through O?BA. The database may be searched by the 1.D- .digit Illinois EPA identification (Land•Pail Ution I Control "LPC") number,-site name, or municipality. You search by entering a 10 digit number, any part of the site name, or choose a city/municipality from the drop-clown/select list box. Site name information will search-for any_part of the name entered... the more information, the°more precise (narrower) the search: A successful search may return one or many records based upon the method you choose below (an unsuccessful search will indicate No records returned). The data results will also allow you to select the LPC # hyperlink (underscored in blue) which will display additional information (SRP data) about a selected site. Please read our disclaimer statement for more information. Municipality '1 Choose one ofd i Submit Database updated: 2/11/2010 Please direct any problems, comments or suggestions regarding this page to Mike Charles at 217/785-3846. Iilinois_EPA Agency Site_Map Privacy jnforrna*ion 1 Kids.Privacy Web Accessibility 1 Agen[y Webmas_er -55- 10/24/2014 office of Site Evaluations-Bureau of(rand-Illinois'EPA ATTACHMENT E a -2 �.' fi State of Illinois office of Site Evaluations Redevelopment Assessment Database Oak Brook Community I.EPA Ili Property Neale s Address Completion Lat IlLong " Ac Contaminant TUo rE'car fs retumed. rnc:r igl t: �. _7'7.; Illinois EPA g_Enry Si[e Map 1 PrivacY Information I Kids Privacy i Web Acs ss.tit ty [ Agency"Uaebmes_er -56- 10/24/2014 sRP Results Pass Page-Illinois EPA ATTACHMENT E HO u," c+t �s..1.G State of Illinois Site Remediation The following SRP sites matched your search criteria. To display additional information about a selected site, click on the hyperlinked LPC #. IEPAID 1vAMESITE STREET CITY —�JZIPCODE��_ 43471 ssom6 T metropolitan Life Insurance 2,001 Spring 'I 10ak Brook fs45 3 n1D✓ri3ht 2 0 r3 ?��nfl,. EPA Aq ncy gite,_€�lpp Pri�Acy Infarmatxnrt K�,�s..�ri�.+a.y�: tNab A c 5546I��tY ncv_rN LJ -57- i 10124/2014 L.E.T.Select ATTACHMENT E State of Illinois L_I.T Search The following LUST incidents matched your search criteria. To display additional information about a selected incident, click on the hyperlinked IEMA #. IEMA # Site Name street City ,_ ZIP Code 20011245 Oak Brook, Village of tats on #1}Oak Brook Rd. (Fire Oak Brook 60523 Station Title Paae Search Page G� vri pl t 2z-j,-13 Illinois EPA A4ercv._S.i.te_Me i PrNjagy Information Kids Privacv ! w=_?-Accessibility II Agency Webrnas:er -58- ATTACHMENT E SEECO Consultants, Inc. 7350 Duvan Drive Tinley Park, IL 60477 Soil pH Content Standard Test Method for pH of Soils ASTM D4972 (Reapproved 2007) 10740G Boring, Sample ID pH Sample Location C-3, S-1 7.87 F Camelot Drive Oak Brook, IL Test Date 10/20/2014 Matt Boladz, EIT Sample Date Staff Engineer Sampled — DM L M -59- k � 6 � t IIIIV V RK Yl i 6) O f � Y aaa, LEGEND APPROXIMATE LOCATION OF ASPHALT CORE BORINGS D D C) He la z0/la „� _ CSEECO Consultants Inc. 2015 wat.r U.I.#,.),I BORING LOCATION uotic z 7960 D—"DHM'N Ya n llf .90,78 'Allaq. Oak Brook 0.4.gb"inr.and Cra.Ui 1ki- PLANS (� pael u.-rasa r x:(+wl ur Ook�r•Gpk,IyinaY. J°w��/10J7G �uC.t.7 m z m ATTACHMENT E Illinois Environmental Protection Agency Page 1 of 2 Bureau of Land • 1021 North Grand Avenue East P.O. Box 19276 • Springfield • Illinois 62794-9276 Source Site Certification by Owner or Operator for Use of Uncontaminated Soil as Fill in a CCDD or Uncontaminated Soil Fill Operation LPC-662 Revised in accordance with 35 III. Adm. Code 1100, as amended by PCB R2012-009 (eff. Aug. 27, 2012) This certification form is to be used by source site owners and operators to certify, pursuant to 35 III.Adm. Code 1100.205(a)(1) (A),that soil(i)was removed from a site that is not potentially impacted property and is presumed to be uncontaminated soil and (ii)is within a pH range of 6.25 to 9.0. If you have questions about this form, please telephone the Bureau of Land Permit Section at 217/524-3300. This form may be completed online, saved locally, printed and signed, and submitted to prospective clean construction or demolition debris fill operations or uncontaminated soil fill operations. L Source Location Information (Describe the location of the source of the uncontaminated soil) Project Name: 2015 Watermain Project Office Phone Number, if available: Physical Site Location (Street, Road)- Mockingbird Lane, Camelot Drive to Midwest Road City: Oak Brook State: IL Zip Code: ,60523 County:DuPage Township: York Lat/Long of approximate center of site in decimal degrees (DD.ddddd)to five decimal places(e.g.,40.67890, -90.12345): Latitude: 41.837091 Longitude: -87.968048 (Decimal Degrees) (-Decimal Degrees) Identify how the lat/iong data were determined: ❑ GPS ® Map Interpolation ❑ Photo Interpolation ❑ Survey ❑ Other IEPA Site Number(s),if assigned: BOL: BOW: BOA: H. Owner/Operator Information for Source Site Site Owner Site Operator Name: Village of Oak Brook Name Village of Oak Brook Street Address: 1200 Oak Brook Road Street Address: 1200 Oak Brook Road PO Box: PO Box: City* Oak Brook State: IL City: Hodgkins State: IL Zip Code: 60523 Phone: 630-368-5142 Zip Code: 60523 Phone: 630-368-5142 Contact: Mr.Jim Bosma Contact: Mr,Jim Bosma Email, if available:jbosma @oak-brook.org Email, if available:jbosma @oak-brook.org This Agency is authorized to require this information under Section 4 and Title X of the Environmental Protection Act(415 ILLS 5/4, 5139).Failure to disclose this information may result in: a civil penalty of not to exceed$50,000 for the violation and an additional civil iL 532-1855 penalty of not to exceed 510,000 for each day during which the violation continues(415 iLCS 5142).This form has been approved by LPC 348 Rev,10/2013 the Forms Management Center. -61- i i ATTACHMENT E Page 2 of 2 Project Name: 2015 Watermain Project Latitude: 41.837091 Longitude; -87.968048 (Decimal Degrees) (-Decimal Degrees) i Source Site Certification Ill. Descriptions of Current and Past Uses of Source Site Describe the current and past uses of the site and nearby properties.' Attach additional information as needed. The description must take into account, at a minimum,the following for the source site and for nearby property:(1)use of the properties for commercial or industrial purposes; (2)the use, storage or disposal of chemical or petroleum products in individual containers greater than 5 gallons or collectively more than 50 gallons;( )the current or past presence of any storage tanks(above ground or underground); (4)any waste storage,treatment or disposat at the properties,(5)any reported releases or any environmental cleanup or removal of contaminants,(5)any environmental liens or governmental notification of environmental violations;(7)any contamination in a well that exceeds the Board's groundwater quality standards; (8)the use, storage,or disposal of transformers or capacitors manufactured before 1979; and(9)any fill dirt brought to the properties from an unknown source or site. Number of pages attached: 7 j The site is a residential area. Surrounding properties are residential area. Due Diligence did not indicate proximity to any PIiPs. One(1)pavement core (C-4)with subgrade soil sample was obtained from this location_ PID readings did not indicate volatile f organics in the subgrade soil sample obtained from this two location. Materials certified herewith as CCDD material must be free of rebar,garbage, etc. and any said materials must be segregated from CCDD materials and disposed of in other legal i means. See attached for details. 'The description must be sufficient to demonstrate that the source site is not potentially impacted property,thereby allowing the source site owner or operator to provide this certification. IV. Soil pH Testing Results Describe the results of soil pH testing showing that the soil pH is within the range of 6.25 to 9.0 and attach any supporting documentation. Number of pages attached: 1 See attached. Results of soil pH testing are between 6.25 and 9.0. i i i V. Source Site Owner, Operator or Authorized Representative's Certification Statement and I Signature In accordance with the Illinois Environmental Protection Act[415 ILCS 5/22.51 or 22.51 a]and 35 III.Adm. Code 1100.205(a), I rnrit Rai (owner, operator or authorized representataive of source site) A I certify that this site is not a potentially impacted;property and the soil is presumed to be uncontaminated soil. I also certify that the soil pH is within the range of 6.25 to 9.0. I further certify that the soil has not been removed from the site as part of a cleanup or removal of contaminants. Additionally, I certify that I am either the site owner or operator or a duly authorized representative of the site owner or site operator and am authorized to sign this form. Furthermore, I certify that all information submitted, including but not limited to, all attachments and other information, is to the best of'my knowledge and belief,true, accurate and complete. Any person who knowingly makes a false, fictitious, or fraudulent material statement, orally or in writing, to the Illinois EPA commits a Class 4 felony. A second or subsequent offense after conviction is a Class 3 felony. (415 ILCS 5144(h)) Owner C Operator I Owner's Duly Authorized Representative C Operator's Duly Authorized Representative Amrit Rai i� Printed Na e Z7 Date Signature -62- i BORING LOG ATTACHMENT E PROJECT OWNER 2015 Watermain Project Village of Oak Brook - --- LOCATION Mockingbird Lane and Camelot Drive,Oak ENGINEER Thomas Engineering Group LLC Brook,Illinois 6 0 BORING NUMBER C_4 Unconfined Compre ive Strength,TonsRrt- L t °° 1 2 3 4 5 v; O o 9 H SURFACE ELEVATION 0VM x r� PL MC LL to w as a STATION OFFSET from CL Ppm — ---- d► a w STD"N"PENETRATION BLOWS PER FT.. W DESCRIPTION OF MATERIALS � — tn {LABORATORY CLASSIFICATION} IO ?0 30 40 50 4"BITUMINOUS CONCRETE PAVEMENT DB eq 23"WELL GRADED SAND AND GRAVEL FA BASE COURSE,Brown,Medium Dense,Dry a� } IA SS 54 a s: FILL:CLAY,Brown,Gray and Black,Trace Sand ' 0 1B and Gravel,Medium.Moist 2.5 � End of Borine a, 25 Feet Note:No odor was observed in the soil sample obtained from this boring. } _ __ __ __ _ --_ ----–––––-– –—_."`'°'"––`"`�"—_—_— 9 Calibrated Penetrometer Unconfined Compression i Boring Started 10/17/14 Water Level Observations S E E C O " Consultants, Inc. Boring Completed 1087114 R.L- Driller W.L Dry WS/WD Dry ACR 7350 Duvan Drive,TinJev Park:1L 60477 E� Ripon. Cor.ID-50 Drare+i By Sheet 1 of 1 APlirnved V ? .lob lvo. 110376 AR - _ I i 10/2412014 Brownfields Assistance Database Search Page-Illinois EPA-Bureau of Land ATTACHMENT E I = I ` log fi, State of Illinois Bureau of Land Database Programs Office of Brownfietds Assistance Database Search Page The Office of Brownfelds Assistance ("OBA' database identifies the status of all !Municipal Brownfields. Redevelopment Grant (BAG) project sites administered through OSAW The, database may be searched_by the 10- digit Iilincis'EPA identification (Land Pe lutian Control "LPC") number, site`narne,'or munici ality. You may search by entering a'10 digit number, any part of the site name, or choose a city/municipality from the drop-down/select list box, Site name information will search for any part of the name entered... the more information, the more j precise (narrower) the search. I A successful search may return one or many records based upon the method you choose below (an unsuccessful search will indicate No records returned). The data results will also allow you to select the LPC # hyperlink (underscored in blue) which will display additional information (SRP data) about a selected site. Please read our disclaimer statement for more information. Municipality e—Choose one of • ' Submit Database updated: 2/11/2010 i Please direct any problems, comments or suggestions regarding this page to Mike Charles at 217/785-3846. ,pyriqh: r: 2003 Illinois ,EPA Agencv Slte_Ma� Priv_acy.information i Kids_Privacy ! Web Accessibility I Agency webmas er I i 4 f l i i� I httn•/lanark�ta ar,n e+�ta ii nellanriJL,rn,....fio�i+c! -64- 1012412014 Office of Sile Evaluations-Bureau of Land-Illinois EPA ATTACHMENT E 'r State of Illinois Office of Site Evaluations - Redevelopment Assessment Database Oak Brook Community IEF�Ik , Property N;a3 a ,dress ccunpletis�n Lat Lcsrsg creage contaminant o records retUMed. 11 is EPA Aq"°n{Y.Site Map I Rriva�Y.IDf9rmatlon_E Kies Privacy I Web Accessi_bi3ity I R4enc Niebmasrer _�.. 1012412014 SRP Results Pass Page-Illinois EPA ATTACHMENT E R State of I[finois Site Remediation The following SRP sites matched your search criteria. To display additional information about a selected site, click on the hyperlinked LPC #. IEPAID NAMESITE STREET ICITY , ZIP+CODF- 0434745Q86Metiopo`litan Life°Insurance 2001,Spring Road. Oak Brook 60523 I n�'�i� i 2f)0 Itrin EE?a. Ay-Da.. ite Nap Prl�aty.In_forr 4l.ar Kids,�r vaq+ i �Neb Accss33Uity ! Agercy#ebmas_er } . -66- APPENDIX 1 Charlotte K. Pruss, Village Clerk SEAL Village of Oak Brook, Illinois EXHIBIT A Cook County Prevailing Wage for June 2014 fSee explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 37 . 100 37. 600 1.5 1.5 2 . 0 13.38 9.520 0. 000 0.500 ASBESTOS ABT-MEC BLD 35. 100 37 . 600 1. 5 1.5 2.0 11. 17 10. 76 0.000 0. 720 BOILERMAKER BLD 44 .240 48.220 2. 0 2.0 2. 0 6. 970 17 . 54 0.000 0. 350 BRICK MASON BLD 41.580 45. 740 1. 5 1.5 2 . 0 9. 700 12.80 0. 000 1. 040 CARPENTER ALL 42 . 520 44 .520 1. 5 1 .5 2.0 13.29 12.75 0.000 0. 630 CEMENT MASON ALL 42.350 44 .350 2.0 1.5 2. 0 12. 16 12.35 0.000 0. 430 CERAMIC TILE FNSHER BLD 34 . 810 0.000 2.0 1.5 2. 0 10.20 7.830 0.000 0. 640 COMM. ELECT. BLD 38 .000 40. 800 1.5 1.5 2.0 8 . 420 11.30 1. 100 0. 700 ELECTRIC PWR EQMT OP ALL 44 . 850 49. 850 1. 5 1.5 2. 0 10. 63 14 .23 0.000 0. 450 ELECTRIC PWR GRNDMAN ALL 34 . 980 49. 850 1. 5 1.5 2.0 8 .290 11. 10 0.000 0. 350 ELECTRIC PWR LINEMAN ALL 44 . 850 49.850 1.5 1.5 2 . 0 10. 63 14 .23 0. 000 0. 450 ELECTRICIAN ALL 43. 000 46. 000 1.5 1.5 2.0 12 . 83 14 .27 0.000 0.750 ELEVATOR CONSTRUCTOR BLD 49. 900 56.140 2 . 0 2 . 0 2.0 12. 73 13. 46 3. 990 0. 600 FENCE ERECTOR ALL 34 . 840 36. 840 1.5 1.5 2. 0 12 . 86 10. 67 0. 000 0. 300 GLAZIER BLD 40. 000 41.500 1. 5 2.0 2.0 12. 49 15. 99 0.000 0. 940 HT/FROST INSULATOR BLD 46. 95.0 49. 450 1.5 1.5 2. 0 11. 17 11. 96 0. 000 0. 720 IRON WORKER ALL 42. 070 44 . 070 2. 0 2. 0 2.0 13.45 19.59 0. 000 0.350 LABORER ALL 37. 000 37.750 1. 5 1.5 2. 0 13.38 9.520 0.000 0.500 LATHER ALL 42. 520 44 .520 1.5 1.5 2.0 13.29 12.75 0. 000 0. 630 MACHINIST BLD 43. 920 46. 420 1. 5 1. 5 2.0 6.760 8 . 950 1. 850 0. 000 APPENDIX 1 MARBLE FINISHERS ALL 30.520 0. 000 1. 5 1.5 2. 0 9. 700 12. 55 0.000 0. 590 MARBLE MASON BLD 40.780 44 . 860 1.5 1.5 2. 0 9.700 12 .71 0. 000 0. 740 MATERIAL TESTER I ALL 27 . 000 0. 000 1.5 1.5 2. 0 13. 38 9. 520 0.000 0.500 MATERIALS TESTER II ALL 32.000 0. 000 1. 5 1. 5 2.0 13. 38 9.520 0. 000 0.500 MILLWRIGHT ALL 42. 520 44 .520 1.5 1. 5 2. 0 13.29 12. 75 0. 000 0. 630 OPERATING ENGINEER BLD 1 46. 100 50. 100 2.0 2.0 2. 0 16. 60 11.05 1 . 900 1.250 OPERATING ENGINEER BLD 2 44 .800 50.100 2 . 0 2 . 0 2. 0 16. 60 11. 05 1. 900 1.250 OPERATING ENGINEER BLD 3 42 .250 50.100 2.0 2 .0 2. 0 16. 60 11. 05 1. 900 1 .250 OPERATING ENGINEER BLD 4 40. 500 50. 100 2.0 2. 0 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 5 49. 850 50. 100 2 . 0 2.0 2. 0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 6 47 .100 50. 100 2.0 2 . 0 2. 0 16. 60 11. 05 1. 900 1.250 OPERATING ENGINEER BLD 7 49. 100 50. 100 2.0 2.0 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER FLT 1 51.300 51.300 1 .5 1.5 2. 0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER FLT 2 49.800 51.300 1.5 1.5 2.0 15.70 10.55 1. 900 1 .250 OPERATING ENGINEER FLT 3 44 .350 51.300 1.5 1.5 2. 0 15. 70 10.55 1. 900 1.250 OPERATING ENGINEER FLT 4 36. 850 51.300 1. 5 1. 5 2. 0 15.70 10.55 1. 900 1.250 OPERATING ENGINEER FLT 5 52. 800 51.300 1.5 1.5 2. 0 15. 70 10.55 1. 900 1.250 OPERATING ENGINEER HWY 1 44 . 300 48.300 1. 5 1.5 2. 0 16. 60 11. 05 1. 900 1.250 OPERATING ENGINEER HWY 2 43.750 48 .300 1.5 1.5 2. 0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 3 41.700 48 . 300 1 . 5 1.5 2. 0 16. 60 11. 05 1. 900 1.250 OPERATING ENGINEER HWY 4 40. 300 48 .300 1. 5 1.5 2. 0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 5 39. 100 48.300 1. 5 1.5 2. 0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 6 47 . 300 48 . 300 1 .5 1.5 2. 0 16. 60 11. 05 1. 900 1.250 OPERATING ENGINEER HWY 7 45.300 48.300 1.5 1.5 2.0 16. 60 11. 05 1. 900 1.250 ORNAMNTL IRON WORKER ALL 42. 900 45. 400 2. 0 2.0 2. 0 13. 11 16. 40 0.000 0. 600 PAINTER ALL 40.750 45.500 1.5 1.5 1. 5 10.75 11.10 0.000 0.770 PAINTER SIGNS BLD 33. 920 38. 090 1.5 1.5 1.5 2. 600 2.710 0.000 0. 000 PILEDRIVER ALL 42.520 44 .520 1.5 1.5 2. 0 13.29 12.75 0.000 0. 630 APPENDIX 1 PIPEFITTER BLD 46.000 49. 000 1.5 1.5 2.0 9. 000 15.85 0.000 1. 680 PLASTERER BLD 41.250 43.730 1. 5 1.5 2 .0 11. 10 11 . 69 0. 000 0. 550 PLUMBER BLD 46. 050 48 . 050 1.5 1. 5 2. 0 12.53 10. 06 0. 000 0. 880 ROOFER BLD 39.200 42 .200 1. 5 1. 5 2. 0 8 .280 9. 690 0. 000 0. 430 SHEETMETAL WORKER BLD 41.210 44 .510 1. 5 1. 5 2.0 10.48 19. 41 0. 000 0. 660 SIGN HANGER BLD 30.210 30.710 1. 5 1 . 5 2.0 4 . 850 3. 030 0. 000 0.000 SPRINKLER FITTER BLD 49.200 51.200 1.5 1. 5 2. 0 10.75 8 .850 0. 000 0. 450 STEEL ERECTOR ALL 42.070 44 . 070 2 . 0 2. 0 2 .0 13. 45 19.59 0. 000 0.350 STONE MASON BLD 41.580 45.740 1. 5 1. 5 2.0 9.700 12 . 80 0.000 1. 040 NOT IN EFFECT 37 . 000 37 . 750 1. 5 1 . 5 2. 0 12. 97 9. 930 0.000 0. 500 TERRAZZO FINISHER BLD 36. 040 0. 000 1. 5 1.5 2.0 10.20 9. 900 0. 000 0.540 TERRAZZO MASON BLD 39. 880 42. 880 1. 5 1. 5 2.0 10 .20 11.25 0. 000 0.700 TILE MASON BLD 41. 840 45. 840 2.0 1 . 5 2.0 10.20 9.560 0.000 0. 880 TRAFFIC SAFETY WRKR HWY 28 .250 29. 850 1. 5 1.5 2.0 4 . 896 4 .175 0. 000 0. 000 TRUCK DRIVER E ALL 1 33. 850 34 . 500 1.5 1. 5 2.0 8. 150 8 .500 0.000 0. 150 TRUCK DRIVER E ALL 2 34 . 100 34 . 500 1. 5 1.5 2.0 8. 150 8 .500 0. 000 0. 150 TRUCK DRIVER E ALL 3 34 .300 34 .500 1. 5 1.5 2. 0 8 . 150 8 . 500 0.000 0. 150 TRUCK DRIVER E ALL 4 34. 500 34 . 500 1.5 1. 5 2 . 0 8 . 150 8 .500 0. 000 0. 150 TRUCK DRIVER W ALL 1 32. 550 33. 100 1.5 1 .5 2.0 6. 500 4 .350 0. 000 0. 000 TRUCK DRIVER W ALL 2 32 .700 33.100 1. 5 1.5 2.0 6. 500 4 .350 0. 000 0. 000 TRUCK DRIVER W ALL 3 32. 900 33. 100 1.5 1. 5 2.0 6.500 4 .350 0. 000 0. 000 TRUCK DRIVER W ALL 4 33. 100 33. 100 1. 5 1. 5 2.0 6'. 500 4 .350 0.000 0. 000 TUCKPOINTER BLD 41. 950 42. 950 1. 5 1.5 2.0 8. 180 11.78 0.000 0. 630 Legend: RG (Region) TYP (Trade Type - All,Highway,Building,Floating,Oi1 & Chip,Rivers) C (Class) Base (Base Wage Rate) FRMAN (Foreman Rate) M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA (Overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) APPENDIX 1 Explanations COOK COUNTY The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime rate for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. TRUCK DRIVERS (WEST) - That part of the county West of Barrington Road. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement, lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, tapes, and all polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and APPENDIX 1 wails to be re-tiled. COMMUNICATIONS ELECTRICIAN Installation, operation, inspection, maintenance, repair and service of radio, television, recording, voice sound vision production and reproduction, telephone and telephone interconnect, facsimile, data apparatus, coaxial, fibre optic and wireless equipment, appliances and systems used for the transmission and reception of signals of any nature, business, domestic, commercial, education, entertainment, and residential purposes, including but not limited to, communication and telephone, electronic and sound equipment, fibre optic and data communication systems, and the performance of any task directly related to such installation or service whether at new or existing sites, such tasks to include the placing of wire and cable and electrical power conduit or other raceway work within the equipment room and pulling wire and/or cable through conduit and the installation of any incidental conduit, such that the employees covered hereby can complete any job in full. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc. ) , stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade) , Carrara, sanionyx, vitroiite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. OPERATING ENGINEER - BUILDING APPENDIX 1 Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination_ Back Hoe F=ont End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournap_ ull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ; Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3 (1 to 3 not to exceed a total of 300 ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) Winches, 4 Small Electric Drill Winches. Class 4 . Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class 5. Assistant Craft Foreman. Class 6. Gradall. Class 7 . Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix Plant; Combination Backhoe Front Endloader Machine, (1 cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck APPENDIX 1 Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than I cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro Excavating (excluding hose work) ; Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc. , self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ; Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4 . Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All (1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 APPENDIX 1 ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Weldiffg Machines (2 throuah 5) ; Winches, 4 Small Electric Drill Winches. Class S . SkidSteer Loader (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7. Dowell Machine with Air Compressor; Gradall and machines of like nature. OPERATING ENGINEER - FLOATING Class 1. Craft Foreman; Master Mechanic; Diver/Wet Tender; Engineer; Engineer (Hydraulic Dredge) Class 2. Crane/Backhoe Operator; Boat Operator with towing endorsement; Mechanic/Welder; Assistant Engineer (Hydraulic Dredge) ; Leverman (Hydraulic Dredge) ; Diver Tender. Class 3. Deck Equipment Operator, Machineryman, Maintenance of Crane (over 50 ton capacity) or Backhoe (115, 000 lbs . or more) ; Tug/Launch Operator; Loader/Dozer and like equipment on Barge, Breakwater Wall, Slip/Dock, or Scow, Deck Machinery, etc. Class 4 . Deck Equipment Operator, Machineryman/Fireman (4 Equipment Units or More) ; Off Road Trucks; Deck Hand, Tug Engineer, Crane Maintenance (50 Ton Capacity and Under) or Backhoe Weighing (115, 000 pounds or less) ; Assistant Tug Operator. Class 5 . Friction or Lattice Boom Cranes. SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials that may be used by the Mosaic Terrazzo Mechanic, and the mixing, grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. TRAFFIC SAFETY Work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. TRUCK DRIVER - BUILDING, HEAVY AND HIGHWAY CONSTRUCTION - EAST & WEST Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-alls; Fork Lifts and Hoisters; Helpers; Mechanics APPENDIX 1 Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Track Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards.; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4 . Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job APPENDIX 1 duties as the classification entitled "Material Tester/Inspector V . Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II". APPENDIX 1 EXHIBIT B Du Page County Prevailing Wage for June 2014 (See explanation of column headings at bottom of wages) Trade Name RG TYP C Base FRMAN M-F>8 OSA OSH H/W Pensn Vac Trng ASBESTOS ABT-GEN ALL 37 . 100 37 . 600 1. 5 1.5 2.0 13. 38 9.520 0. 000 0.500 ASBESTOS ABT-MEC BLD 35. 100 37 . 600 1. 5 1.5 2. 0 11. 17 10.76 0. 000 0.720 BOILERMAKER BLD 44 .240 48.220 2. 0 2. 0 2. 0 6. 970 17.54 0. 000 0.350 BRICK MASON BLD 41.580 45. 740 1. 5 1.5 2. 0 9.700 12.80 0.000 1. 040 CARPENTER ALL 42.520 44 . 520 1. 5 1.5 2. 0 13.29 12.75 0. 000 0. 630 CEMENT MASON ALL 38 .500 40. 500 2 . 0 1. 5 2. 0 12. 16 16.25 0. 000 0. 430 CERAMIC TILE FNSHER BLD 34 . 810 0. 000 2. 0 1 . 5 2.0 10.20 7.830 0. 000 0. 640 COMMUNICATION TECH BLD 32. 650 34 .750 1. 5 1.5 2. 0 9.550 15 .16 1. 250 0. 610 ELECTRIC PWR EQMT OP ALL 37.890 51. 480 1.5 1 .5 2. 0 5. 000 11.75 0. 000 0.380 ELECTRIC PWR GRNDMAN ALL 29. 300 51. 480 1.5 1. 5 2.0 5. 000 9. 090 0.000 0.290 ELECTRIC PWR LINEMAN ALL 45.360 51. 480 1.5 1.5 2.0 5.000 14 .06 0. 000 0.450 ELECTRIC PWR TRK DRV ALL 30. 340 51. 480 1. 5 1.5 2. 0 5. 000 9.400 0. 000 0.300 ELECTRICIAN BLD 37 . 160 40. 880 1 . 5 1. 5 2. 0 9. 550 17 . 39 4 . 480 0. 680 ELEVATOR CONSTRUCTOR BLD 49. 900 56. 140 2.0 2 .0 2.0 12.73 13.46 3. 990 0. 600 FENCE ERECTOR NE ALL 34 . 840 36. 840 1. 5 1.5 2.0 12. 86 10. 67 0.000 0. 300 FENCE ERECTOR W ALL 45. 060 48 . 660 2.0 2 .0 2.0 9.390 17. 69 0.000 0.400 GLAZIER BLD 40.000 41. 500 1.5 2.0 2.0 12. 49 15. 99 0. 000 0. 940 HT/FROST INSULATOR BLD 46. 950 49. 450 1. 5 1. 5 2.0 11. 17 11. 96 0. 000 0.720 IRON WORKER E ALL 42.070 44 .070 2 . 0 2.0 2. 0 13. 45 19.59 0 . 000 0. 350 IRON WORKER W ALL 45. 060 48 . 660 2. 0 2. 0 2. 0 9.390 17 . 69 0. 000 0. 400 LABORER ALL 37 .000 37 .750 1. 5 1.5 2. 0 13. 38 9.520 0. 000 0.500 LATHER ALL 42.520 44 .520 1.5 1.5 2. 0 13.29 12. 75 0. 000 0. 630 MACHINIST BLD 43. 920 46. 420 1.5 1.5 2.0 6.760 8. 950 1. 850 0.000 MARBLE FINISHERS ALL 30. 520 0. 000 1.5 1.5 2. 0 9. 700 12.55 0. 000 0.590 APPENDIX 1 MARBLE MASON BLD 40 .780 44 .860 1. 5 1.5 2. 0 9.700 12.71 0 . 000 0.740 MATERIAL TESTER I ALL 27 . 000 0. 000 1. 5 1. 5 2. 0 13.38 9.520 0. 000 0.500 MATERIALS TESTER II ALL 32. 000 0. 000 1. 5 1 .5 2.0 13.38 9. 520 0. 000 0. 500 MILLWRIGHT ALL 42.520 44 . 520 1. 5 1.5 2. 0 13.29 12.75 0.000 0. 630 OPERATING ENGINEER BLD 1 46. 100 50. 100 2. 0 2.0 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 2 44 . 800 50. 100 2.0 2.0 2. 0 16. 60 11. 05 1. 900 1.250 OPERATING ENGINEER BLD 3 42 .250 50. 100 2.0 2 . 0 2. 0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 4 40. 500 50.100 2.0 2. 0 2. 0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER BLD 5 49. 850 50. 100 2 . 0 2.0 2 .0 16. 60 11 .05 1. 900 1.250 OPERATING ENGINEER BLD 6 47 . 100 50. 100 2.0 2 . 0 2. 0 16. 60 11. 05 1. 900 1 .250 OPERATING ENGINEER BLD 7 49. 100 50. 100 2.0 2. 0 2. 0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 1 44 . 300 48 . 300 1. 5 1.5 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 2 43.750 48 . 300 1.5 1. 5 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 3 41.700 48 . 300 1. 5 1. 5 2.0 16. 60 11.05 1. 900 1. 250 OPERATING ENGINEER HWY 4 40.300 48 .300 1.5 1.5 2.0 16. 60 11.05 1. 900 1.250 OPERATING ENGINEER HWY 5 39. 100 48 .300 1.5 1.5 2.0 16. 60 11. 05 1. 900 1.250 OPERATING ENGINEER HWY 6 47 .300 48. 300 1.5 1.5 2.0 16. 60 11.05 1.900 1.250 OPERATING ENGINEER HWY 7 45. 300 48 .300 1.5 1.5 2.0 16. 60 11.05 1. 900 1.250 ORNAMNTL IRON WORKER E ALL 42 . 900 45. 400 2.0 2.0 2.0 13. 11 16.40 0.000 0. 600 ORNAMNTL IRON WORKER W ALL 45 . 060 48 . 660 2.0 2 . 0 2. 0 9. 390 17 . 69 0 .000 0.400 PAINTER ALL 40. 980 42 . 980 1.5 1.5 1.5 10. 00 8 .200 0.000 1 . 350 PAINTER SIGNS BLD 33. 920 38 .090 1.5 1.5 1.5 2. 600 2.710 0.000 0. 000 PILEDRIVER ALL 42 .520 44 .520 1.5 1.5 210 13. 29 12.75 0.000 0. 630 PIPEFITTER BLD 41.200 43.200 1.5 1.5 2.0 9.750 17.59 0.000 1.710 PLASTERER BLD 41.250 43.760 1. 5 1.5 2.0 9.700 13.08 0.000 0. 980 PLUMBER BLD 41.200 43.200 i.5 1. 5 2. 0 9.750 17 . 59 0. 000 1.710 ROOFER BLD 39.200 42 .200 1.5 1.5 2.0 8.280 9. 690 0 .000 0. 430 SHEETMETAL WORKER BLD 43.250 45.250 1.5 1.5 2.0 10. 65 12. 90 0.000 0. 820 APPENDIX 1 SPRINKLER FITTER BLD 49.200 51.200 1. 5 1.5 2. 0 10.75 8 .850 0.000 0. 450 STEEL ERECTOR E ALL 42. 070 44 . 070 2. 0 2.0 2. 0 13.45 19. 59 0.000 0. 350 STEEL ERECTOR W ALL 45. 060 48. 660 2. 0 2.0 2. 0 9. 390 17. 69 0.000 0. 400 STONE MASON BLD 41. 580 45.740 1.5 1. 5 2. 0 9. 700 12. 80 0.000 1.040 NOT IN EFFECT 37 . 000 37 .750 1. 5 1.5 2. 0 12 . 97 9. 930 0. 000 0.500 TERRAZZO FINISHER BLD 36. 040 0.000 1. 5 1.5 2.0 10 .20 9. 900 0. 000 0 . 540 TERRAZZO MASON BLD 39. 880 42. 880 1.5 1. 5 2. 0 10.20 11.25 0.000 0.700 TILE MASON BLD 41. 840 45. 840 2. 0 1.5 2.0 10.20 9.560 0. 000 0.880 TRAFFIC SAFETY WRKR HWY 28 .250 29.850 1.5 1.5 2. 0 4 .896 4 . 175 0. 000 0. 000 TRUCK DRIVER ALL 1 32. 550 33. 100 1.5 1.5 2.0 6.500 4 . 350 0.000 0. 150 TRUCK DRIVER ALL 2 32.700 33. 100 1.5 1. 5 2.0 6.500 4 .350 0. 000 0. 150 TRUCK DRIVER ALL 3 32 . 900 33. 100 1. 5 1.5 2. 0 6. 500 4 . 350 0.000 0. 150 TRUCK DRIVER ALL 4 33. 100 33. 100 1.5 1.5 2. 0 6. 500 4 .350 0.000 0. 150 TUCKPOINTER BLD 40. 950 41. 950 1.5 1.5 2.0 9.700 11. 93 0. 000 0. 630 Legend: RG (Region) TYP (Trade Type - All,Highway,Building,Floating,Ci1 & Chip,Rivers) C (Class) Base (Base Wage Rate) FRMAN (Foreman Rate) M-F>8 (OT required for any hour greater than 8 worked each day, Mon through Fri. OSA (Overtime (OT) is required for every hour worked on Saturday) OSH (Overtime is required for every hour worked on Sunday and Holidays) H/W (Health & Welfare Insurance) Pensn (Pension) Vac (Vacation) Trng (Training) APPENDIX 1 Explanations DUPAGE COUNTY IRON WORKERS AND FENCE ERECTOR (WEST) - West of Route 53. The following list is considered as those days for which holiday rates of wages for work performed apply: New Years Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day, Christmas Day and Veterans Day in some classifications/counties. Generally, any of these holidays which fall on a Sunday is celebrated on the following Monday. This then makes work performed on that Monday payable at the appropriate overtime raze for holiday pay. Common practice in a given local may alter certain days of celebration. If in doubt, please check with IDOL. EXPLANATION OF CLASSES ASBESTOS - GENERAL - removal of asbestos material/mold and hazardous materials from any place in a building, including mechanical systems where those mechanical systems are to be removed. This includes the removal of asbestos materials/mold and hazardous materials from ductwork or pipes in a building when the building is to be demolished at the time or at some close future date. ASBESTOS - MECHANICAL - removal of asbestos material from mechanical systems, such as pipes, ducts, and boilers, where the mechanical systems are to remain. TRAFFIC SAFETY - work associated with barricades, horses and drums used to reduce lane usage on highway work, the installation and removal of temporary lane markings, and the installation and removal of temporary road signs. CERAMIC TILE FINISHER The grouting, cleaning, and polishing of all classes of tile, whether for interior or exterior purposes, all burned, glazed or unglazed products; all composition materials, granite tiles, warning detectable tiles, cement tiles, epoxy composite materials, pavers, glass, mosaics, fiberglass, and all substitute materials, for tile made in tile-like units; all mixtures in tile like form of cement, metals, and other materials that are for and intended for use as a finished floor surface, stair treads, promenade roofs, walks, walls, ceilings, swimming pools, and all other places where tile is to form a finished interior or exterior. The mixing of all setting mortars including but not limited to thin-set mortars, epoxies, wall mud, and any other sand and cement mixtures or adhesives when used in the preparation, installation, repair, or maintenance of tile and/or similar materials. The handling and unloading of all sand, cement; lime, tile, fixtures, equipment, adhesives, or any other materials to be used in the preparation, installation, repair, or maintenance of tile and/or similar materials. Ceramic Tile Finishers shall fill all joints and voids regardless of method on all tile work, particularly and especially after installation of said tile work. Application of any and all protective coverings to all types of tile installations including, but not be limited to, all soap compounds, paper products, i I i l APPENDIX 1 tapes, and al polyethylene coverings, plywood, masonite, cardboard, and any new type of products that may be used to protect tile installations, Blastrac equipment, and all floor scarifying equipment used in preparing floors to receive tile. The clean up and removal of all waste and materials. All demolition of existing tile floors and walls to be re-tiled. COMMUNICATIONS TECHNICIAN Low voltage installation, maintenance and removal of telecommunication facilities (voice, sound, data and video) including telephone and data inside wire, interconnect, terminal equipment, central offices, PABX, fiber optic cable and equipment, micro waves, V-SAT, bypass, CATV, WAN (wide area networks) , LAN (local area networks) , and ISDN (integrated system digital network) , pulling of wire in raceways, but not the installation of raceways. MARBLE FINISHER Loading and unloading trucks, distribution of all materials (all stone, sand, etc. ) , stocking of floors with material, performing all rigging for heavy work, the handling of all material that may be needed for the installation of such materials, building of scaffolding, polishing if needed, patching, waxing of material if damaged, pointing up, caulking, grouting and cleaning of marble, holding water on diamond or Carborundum blade or saw for setters cutting, use of tub saw or any other saw needed for preparation of material, drilling of holes for wires that anchor material set by setters, mixing up of molding plaster for installation of material, mixing up thin set for the installation of material, mixing up of sand to cement for the installation of material and such other work as may be required in helping a Marble Setter in the handling of all material in the erection or installation of interior marble, slate, travertine, art marble, serpentine, alberene stone, blue stone, granite and other stones (meaning as to stone any foreign or domestic materials as are specified and used in building interiors and exteriors and customarily known as stone in the trade) , carrara, sanionyx, vitrolite and similar opaque glass and the laying of all marble tile, terrazzo tile, slate tile and precast tile, steps, risers treads, base, or any other materials that may be used as substitutes for any of the aforementioned materials and which are used on interior and exterior which are installed in a similar manner. MATERIAL TESTER I: Hand coring and drilling for testing of materials; field inspection of uncured concrete and asphalt. MATERIAL TESTER II: Field inspection of welds, structural steel, fireproofing, masonry, soil, facade, reinforcing steel, formwork, cured concrete, and concrete and asphalt batch plants; adjusting proportions of bituminous mixtures. i 1 II I j APPENDIX 1 OPERATING ENGINEER - BUILDING Class 1. Asphalt Plant; Asphalt Spreader; Autograde; Backhoes with Caisson Attachment; Batch Plant; Benoto (requires Two Engineers) ; Boiler and Throttle Valve; Caisson Rigs; Central Redi-Mix Plant; Combination Back Hoe Front End-loader Machine; Compressor and Throttle Valve; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Conveyor (Truck Mounted) ; Concrete Paver Over 27E cu. ft; Concrete Paver 27E cu. ft. and Under: Concrete Placer; Concrete Placing Boom; Concrete Pump (Truck Mounted) ; Concrete Tower; Cranes, All; Cranes, Hammerhead; Cranes, (GCI and similar Type) ; Creter Crane; Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derricks, Traveling; Formless Curb and Gutter Machine; Grader, Elevating; Grouting Machines; Heavy Duty Self-Propelled Transporter or Prime Mover; Highlift Shovels or Front Endloader 2-1/4 yd. and over; Hoists, Elevators, outside type rack and pinion and similar machines; Hoists, One, Two and Three Drum; Hoists, Two Tugger One Floor; Hydraulic Backhoes; Hydraulic Boom Trucks; Hydro Vac (and similar equipment) ; Locomotives, All; Motor Patrol; Lubrication Technician; Manipulators; Pile Drivers and Skid Rig; Post Hole Digger; Pre-Stress Machine; Pump. Cretes Dual Ram; Pump Cretes: Squeeze Cretes-Screw Type Pumps; Gypsum Bulker and Pump; Raised and Blind Hole Drill; Roto Mill Grinder; Scoops - Tractor Drawn; Slip-Form Paver; Straddle Buggies; Operation of Tie Back Machine; Tournapull; Tractor with Boom and Side Boom; Trenching Machines. Class 2. Boilers; Broom, All Power Propelled; Bulldozers; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Forklift Trucks; Highlift Shovels or Front Endloaders under 2-1/4 yd. ; Hoists, Automatic; Hoists, Inside Elevators; Hoists, Sewer Dragging Machine; Hoists, Tugger Single Drum; Laser Screed; Rock Drill (Self-Propelled) ; Rock Drill (Truck Mounted) ; Rollers, All; Steam Generators; Tractors, All; Tractor Drawn Vibratory Roller; Winch Trucks with "A" Frame. Class 3. Air Compressor; Combination Small Equipment Operator; Generators; Heaters, Mechanical; Hoists, Inside Elevators (remodeling or renovation work) ; Hydraulic Power Units (Pile Driving, Extracting, and Drilling) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Low Boys; Pumps, Well Points; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class 4 . Bobcats and/or other Skid Steer Loaders; Oilers; and Brick Forklift. Class S. Assistant Craft Foreman. Class 6. Gradall. Class 7 . Mechanics; Welders. OPERATING ENGINEERS - HIGHWAY CONSTRUCTION Class 1. Asphalt Plant; Asphalt Heater and Planer Combination; Asphalt Heater Scarfire; Asphalt Spreader; Autograder/GOMACO or other similar type machines: ABG Paver; Backhoes with Caisson Attachment; Ballast Regulator; Belt Loader; Caisson Rigs; Car Dumper; Central Redi-Mix f APPENDIX 1 Plant; Combination Backhoe Front Endloader Machine, (i cu. yd. Backhoe Bucket or over or with attachments) ; Concrete Breaker (Truck Mounted) ; Concrete Conveyor; Concrete Paver over 27E cu. ft. ; Concrete Placer; Concrete Tube Float; Cranes, all attachments; Cranes, Tower Cranes of all types: Creter Crane: Spider Crane; Crusher, Stone, etc. ; Derricks, All; Derrick Boats; Derricks, Traveling; Dredges; Elevators, Outside type Rack & Pinion and Similar Machines; Formless Curb and Gutter Machine; Grader, Elevating; Grader, Motor Grader, Motor Patrol, Auto Patrol, Form Grader, Pull Grader, Subgrader; Guard Rail Post Driver Truck Mounted; Hoists, One, Two and Three Drum; Heavy Duty Self-Propelled Transporter or Prime Mover; Hydraulic Backhoes; Backhoes with shear attachments up to 40 ' of boom reach; Lubrication Technician; Manipulators; Mucking Machine; Pile Drivers and Skid Rig; Pre-Stress Machine; Pump Cretes Dual Ram; Rock Drill - Crawler or Skid Rig; Rock Drill - Truck Mounted; Rock/Track Tamper; Roto Mill Grinder; Slip-Form Paver; Snow Melters; Soil Test Drill Rig (Truck Mounted) ; Straddle Buggies; Hydraulic Telescoping Form (Tunnel) ; Operation of Tieback Machine; Tractor Drawn Belt Loader; Tractor Drawn Belt Loader (with attached pusher - two engineers) ; Tractor with Boom; Tractaire with Attachments; Traffic Barrier Transfer Machine; Trenching; Truck Mounted Concrete Pump with Boom; Raised or Blind Hole Drills (Tunnel Shaft) ; Underground Boring and/or Mining Machines 5 ft. in diameter and over tunnel, etc; Underground Boring and/or Mining Machines under 5 ft. in diameter; Wheel Excavator; Widener (APSCO) . Class 2. Batch Plant; Bituminous Mixer; Boiler and Throttle Valve; Bulldozers; Car Loader Trailing Conveyors; Combination Backhoe Front Endloader Machine (Less than 1 cu. yd. Backhoe Bucket or over or with attachments) ; Compressor and Throttle Valve; Compressor, Common Receiver (3) ; Concrete Breaker or Hydro Hammer; Concrete Grinding Machine; Concrete Mixer or Paver 7S Series to and including 27 cu. ft. ; Concrete Spreader; Concrete Curing Machine, Burlap Machine, Belting Machine and Sealing Machine; Concrete Wheel Saw; Conveyor Muck Cars (Haglund or Similar Type) ; Drills, All; Finishing Machine - Concrete; Highlift Shovels or Front Endloader; Hoist - Sewer Dragging Machine; Hydraulic Boom Trucks (All Attachments) ; Hydro-Blaster; Hydro Excavating (excluding hose work) ; Laser Screed; All Locomotives, Dinky; Off-Road Hauling Units (including articulating) Non Self-Loading Ejection Dump; Pump Cretes: Squeeze Cretes - Screw Type Pumps, Gypsum Bulker and Pump; Roller, Asphalt; Rotary Snow Plows; Rototiller, Seaman, etc. , self-propelled; Self-Propelled Compactor; Spreader - Chip - Stone, etc. ; Scraper - Single/Twin Engine/Push and Pull; Scraper - Prime Mover in Tandem (Regardless of Size) ;' Tractors pulling attachments, Sheeps Foot, Disc, Compactor, etc. ; Tug Boats. Class 3. Boilers; Brooms, All Power Propelled; Cement Supply Tender; Compressor, Common Receiver (2) ; Concrete Mixer (Two Bag and Over) ; Conveyor, Portable; Farm-Type Tractors Used for Mowing, Seeding, etc. ; Forklift Trucks; Grouting Machine; Hoists, Automatic; Hoists, All Elevators; Hoists, Tugger Single Drum; Jeep Diggers; Low Boys; Pipe Jacking Machines; Post-Hole Digger; Power Saw, Concrete Power Driven; Pug Mills; Rollers, other than Asphalt; Seed and Straw Blower; Steam Generators; Stump Machine; Winch Trucks with "A" Frame; Work Boats; Tamper-Form-Motor Driven. Class 4 . Air Compressor; Combination - Small Equipment Operator; Directional Boring Machine; Generators; Heaters, Mechanical; Hydraulic E APPENDIX 1 Power Unit (Pile Driving, Extracting, or Drilling) ; Light Plants, All (1 through 5) ; Pumps, over 3" (1 to 3 not to exceed a total of 300 ft. ) ; Pumps, Well Points; Vacuum Trucks (excluding hose work) ; Welding Machines (2 through 5) ; Winches, 4 Small Electric Drill Winches. Class S. SkidSteer Loader (all) ; Brick Forklifts; Oilers. Class 6. Field Mechanics and Field Welders Class 7 . Dowell Machine with Air Compressor; Gradall and machines of like nature. SURVEY WORKER - Operated survey equipment including data collectors, G.P.S. and robotic instruments, as well as conventional levels and transits. TRUCK DRIVER - BUILDING, _HEAVY AND HIGHWAY CONSTRUCTION Class 1. Two or three Axle Trucks. A-frame Truck when used for transportation purposes; Air Compressors and Welding Machines, including those pulled by cars, pick-up trucks and tractors; Ambulances; Batch Gate Lockers; Batch Hopperman; Car and Truck Washers; Carry-ails; Fork Lifts and Hoisters; Helpers; Mechanics Helpers and Greasers; Oil Distributors 2-man operation; Pavement Breakers; Pole Trailer, up to 40 feet; Power Mower Tractors; Self-propelled Chip Spreader; Skipman; Slurry Trucks, 2-man operation; Slurry Truck Conveyor Operation, 2 or 3 man; Teamsters; Unskilled Dumpman; and Truck Drivers hauling warning lights, barricades, and portable toilets on the job site. Class 2. Four axle trucks; Dump Crets and Adgetors under 7 yards; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnapulls or Turnatrailers when pulling other than self-loading equipment or similar equipment under 16 cubic yards; Mixer Trucks under 7 yeards; Ready-mix Plant Hopper Operator, and Winch Trucks, 2 Axles. Class 3. Five axle trucks; Dump Crets and Adgetors 7 yards and over; Dumpsters, Track Trucks, Euclids, Hug Bottom Dump Turnatrailers or turnapulls when pulling other than self-loading equipment or similar equipment over 16 cubic yards; Explosives and/or Fission Material Trucks; Mixer Trucks 7 yards or over; Mobile Cranes while in transit; Oil Distributors, 1-man operation; Pole Trailer, over 40 feet; Pole and Expandable Trailers hauling material over 50 feet long; ' Slurry trucks, 1-man operation; Winch trucks, 3 axles or more; Mechanic--Truck Welder and Truck Painter. Class 4 . Six axle trucks; Dual-purpose vehicles, such as mounted crane trucks with hoist and accessories; Foreman; Master Mechanic; Self-loading equipment like P.B. and trucks with scoops on the front. j TERRAZZO FINISHER The handling of sand, cement, marble chips, and all other materials 4 that may be used by the Mosaic Terrazzo Mechanic, and the mixing, } APPENDIX 1 grinding, grouting, cleaning and sealing of all Marble, Mosaic, and Terrazzo work, floors, base, stairs, and wainscoting by hand or machine, and in addition, assisting and aiding Marble, Masonic, and Terrazzo Mechanics. Other Classifications of Work: For definitions of classifications not otherwise set out, the Department generally has on file such definitions which are available. If a task to be performed is not subject to one of the classifications of pay set out, the Department will upon being contacted state which neighboring county has such a classification and provide such rate, such rate being deemed to exist by reference in this document. If no neighboring county rate applies to the task, the Department shall undertake a special determination, such special determination being then deemed to have existed under this determination. If a project requires these, or any classification not listed, please contact IDOL at 217-782-1710 for wage rates or clarifications. LANDSCAPING Landscaping work falls under the existing classifications for laborer, operating engineer and truck driver. The work performed by landscape plantsman and landscape laborer is covered by the existing classification of laborer. The work performed by landscape operators (regardless of equipment used or its size) is covered by the classifications of operating engineer. The work performed by landscape truck drivers (regardless of size of truck driven) is covered by the classifications of truck driver. MATERIAL TESTER & MATERIAL TESTER/INSPECTOR I AND II Notwithstanding the difference in the classification title, the classification entitled "Material Tester I" involves the same job duties as the classification entitled "Material Tester/Inspector I". Likewise, the classification entitled "Material Tester II" involves the same job duties as the classification entitled "Material Tester/Inspector II".